DSAC Backup 02/03/2010DEVELOPMENT
SERVICES ADVISORY
COMMITTEE
MEETING
BACKUP
DOCUMENTS
FEBRUARY 3, 2010
DEVELOPMENT SERVICES ADVISORY COMMITTEE
AGENDA
February 3, 2010
3:00 P.M.
Conference Room 610
NOTICE:
Persons wishing to speak on any Agenda item will receive up to three (3) minutes unless the Chairman adjusts
the time. Speakers are required to fill out a "Speaker Request Form," list the topic they wish to address, and
hand it to the Staff member seated at the table before the meeting begins. Please wait to be recognized by the
Chairman, and speak into a microphone. State your name and affiliation before commenting. During
discussion, Committee Members may direct questions to the speaker.
Please silence cell phones and digital devices. There may not be a break in this meeting. Please leave the room
to conduct any personal business. All parties participating in the public meeting are to observe Roberts Rules
of Order, and wait to be recognized by the Chairman. Please speak one at a time and into the microphone so the
Hearing Reporter can record all statements being made.
I. Call to Order - Chairman
II. Approval of Agenda
111. Approval of Minutes from January 6, 2009 Meeting
IV. Public Speakers
V. Staff Announcements /Updates
A. Public Utilities Division Update — Phil Gramatges
B. Fire Review Update — Ed Riley
C. Transportation Division Update — Michael Greene
D. CDES Update —Nick Casalanguida (discuss Impact fee study)
VI. Old Business
A. LDC Amendments —John Kelly /Ray Bellows
B. Update on Building Fee Post - Implementation Commitments — Bob Dunn
VIII. New Business
A. Time span of utility bonds — Stan C.
IX. Committee Member Comments
X. Adjourn
Next Meetinca Dates
March 3, 2010 CDES Conference Room 610 — 3:00 pm
April 7, 2010 CDES Conference Room 610 — 3:00 pm
May 5, 2010 CDES Conference Room 610 — 3:00 pm
Reviews
Work Item - Collier - this
is the combo of the
occupancy code (i.e.
special purpose) and the mQ
consruction type (i.e. ay D
Type 1A) the items in red
are the add /alts that ca a
need to Be elaborated for �a ma o, C°
°j
the occ code and the FCC rc -1 \� ��
c� �c ` F�
Permit
code and construction
Type
Building
7 Const.
variation s 4 a
J
IA
Assembly, Theaters, with Stage Q
T IA X X X X X X X X x x X
Building
IB
Assembly, Theaters, with Stage
T elB
X
X
X
X
X
X
x
X
X
X
X
Building
IIA
Assembly, Theaters, with Stage
T IIA
X
X
X
X
X
X
X
X
X
X
X
Building
IIB
Assembly, Theaters, with Stage
T IIB
X
X
X
X
X
X
X
X
X
X
X
Building
IIIA
Assembly, Theaters, with Stage
TT IIIA
X
X
X
X
X
X
X
X
X
X
X
Building
IIIB
Ambly, Theaters , with Stage
T IIIB
X
X
X
X
X
X
X
X
Building
IV
Assembly, Theaters,
TXX
T IV
X
X
X
X
X
X
X
X
Building
VA
Assembly, Theaters, with Stage
T VA
X
X
X
X
X
X
X
X
X
X
X
Building
VB
Assembly, Theaters, with Stage
Building
IA
T VB
X
X
X
X
X
X
X
X
X
X
X
Assembly, Theaters, Without Stage
Building
IS
T IA
Assembly, Theaters, Without Stage
X
X
X
X
X
X
x
X
X
X
X
T 18
X
X
X
X
X
X
X
X
X
X
X
Bulld'rg
IIA
Assembly, Theaters, Without Stage
T IIA
X
X
X
X
X
X
X
X
X
X
X
Building
116
Assembly, Theaters, Without Stage
T IIB
X
X
X
X
X
X
X
X
X
X
X
Building
IIIA
Assembly, Theaters, Without Stage
T IIIA
X
X
X
X
X
X
X
X
X
X
X
Building
IIIB
Assembly, Theaters, Without Stage
Building
IV
T III
Assembly, Theaters, Without Stage
X
X
X
X
X
X
X
X
X
X
X
T IV
X
X
X
X
X
X
X
X
X
X
X
Building
VA
Assembly, Theaters, Without Stage
T VA
X
X
X
X
X
X
X
X
X
X
X
Building
VB
Assembly, Theaters, Without Stage
Build'
IA
T VB
X
X
X
X
X
X
X
X
X
X
X
Buildi
I8
Ass emb , N' Mclubs T IA
X
X
X
X
X
X
X
X
X
X
X
X
Buildi
IIA
Assembl Ni htdubs T e I B
X
X
X
X
X
X
X
X
X
X
X
Buildi
Assembl , N Mclubs T IIA
X
X
X
X
X
X
X
X
X
Build'
IIB
IIIA
IIIB
Assembl N' Mclubs T IIB
Assembl , N' htdubs T III A
Assemb N' Mcubs T IIIB
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Buildi
Buidi IV
,
Assembl N' Mclubs T IV
Assembl N' Mdube Type VA
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BuIWi
VA
Build'
VB
,
Ass embl , N' htclubs Type VB
Assembly, Restaurants, Bars,
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Building IA
Ba uet Halls T IA
X
X
X
X
X
X
X
X
X
X
X
Building IS
Assembly, Restaurants, Bars,
X
Ba uet Halls T IS
X
X
X
X
X
X
X
X
X
X
X
Building IIA
Assembly,
Restaurants, Bars,
X
Ba
uet Halls T IIA
X
X
X
X
X
X
X
X
X
X
X
Building IIB
Assembly,
Restaurants, Bars,
X
Be
uet Halls T 11 B
X
X
X
X
X
X
X
X
X
X
X
Building IIIA
Assembly,
Restaurants, Bars,
X
Be
uet Halls T e 111 A
X
X
X
X
X
X
X
X
X
X
X
Building IIIB
Assembly,
Restaurants, Bars,
X
Ba
uet Halls T III B
X
X
X
X
X
X
X
X
X
X
X
X
Building IV
Assembly,
Restaurants, Bars ,
Be
uet Halls T IV
X
X
X
X
X
X
X
X
X
X
Building VA
Assembly,
Restaurants, Bars,
X
X
Be
uet Halls T VA
X
X
X
X
X
X
X
X
X
X
X
X
Building VB
Assembly,
Restaurants, Bars,
X
X
Be
uet Halls T VB
X
X
X
X
X
X
X
X
X
X
Build' IA
Buildi 18
Assembl
Church T I A
X
X
X
X
X
X
X
X
X
X
X
Build IIA
Assembl
Church TvDe I B
X
X
X
X
X
X
X
X
X
X
X
Buildi IIB
Assembl
Church T IIA
X
X
X
X
X
X
X
X
X
X
X
Build' IIIA
Ass
2111 Church T e II B
X
X
X
X
X
X
X
X
X
X
X
Build! IIIB
Assembl
Church T III A
X
X
x
X
X
X
X
X
X
X
X
Buildi IV
Assembl
Church 7 IIIB
X
X
X
X
X
X
X
X
X
X
X
Buildi VA
Assembl
Church T IV
X
X
X
X
X
X
X
X
X
X
X
Build' VB
Assembl
Church T e V A
X
X
X
X
X
X
X
X
X
X
X
Building IA
Assembl
Assembly,
Church T V B
General, Community
X
X
X
X
X
X
X
X
X
X
X
Halls,
Libraries, Amusements Type I
X
X
X
X
X
A
X
X
X
X
X
X
Building 18
Assembly,
General, Community
Halls,
Libraries, Amusements Type I
X
X
X
X
X
X
X
X
B
X
X
X
Building
IIA
Assembly, General, Community
Halls, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
IIA
Building
IIB
Assembly, General, Community
Halls, Libraries, Amusements Type II
X
X
X
X
X
X
X
X
X
X
X
B
Building
IIIA
Assembly, General, Community
Halls, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
III A
Building
IIIB
Assembly, General, Community
Halls, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
III B
Building
IV
Assembly, General, Community
Halls, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
IV
Building
VA
Assembly, General, Community
Halls, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
VA
Building
VB
Assembly, General, Community
Halts, Libraries, Amusements Type
X
X
X
X
X
X
X
X
X
X
X
VA
Buildi
IA
Assembly, Arenas T I A
X
X
X
X
X
X
X
X
X
X
X
Buildi
IB
Assembl , Arenas T I B
X
X
X
X
X
X
X
X
X
X
X
Buildi
IIA
Assembl , Arenas T IIA
X
X
X
X
X
X
X
X
X
X
X
Buildi
IIB
Assemb , Arenas Type II B
X
X
X
X
X
X
X
X
X
X
X
Buildi
IIIA
Assembly, Arenas T III A
X
X
X
X
X
X
X
X
X
X
X
Buildi
IIIB
Assembly, Arenas Type III B
X
X
X
X
X
X
X
X
X
X
X
Building
IV
Assembly, Arenas Type IV
X
X
X
X
X
X
X
X
X
X
X
Buildi
VA
Assembly, Arenas 7 VA
X
X
X
X
X
X
X
X
X
X
X
Buildi
VB
Assembly, Arenas Type VB
X
X
X
X
X
X
X
X
X
X
X
Building
IA
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
BleachersType I A
Building
IB
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT I B
Building
IIA
Amusemerrts Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT II A
Building
IIB
Amusemerds Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT II B
Building
IIIA
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
Blea&ersT III A
Building
IIIB
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT III B
Building
IV
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT IV
Building
VA
Amusements Parks, Stadiums,
X
X
X
X
X
X
X
BMW
Building
VB
TVA
Amusemerrts Parks, Stadiums,
X
X
X
X
X
X
X
BleachersT VB
Buildi
IA
Business T I A
X
X
X
X
X
X
X
X
X
Buildi
IB
Business Type I B
X
X
X
X
X
X
X
X
X
Buildi
IIA
Business T II A
X
X
X
X
X
X
X
X
X
Buildi
IIB
Business Type II B
X
X
X
X
X
X
X
X
X
Buildi
IIIA
Business T III A
X
X
X
X
X
X
X
X
X
Buildi
IIIB
Business Type III B
X
X
X
X
X
X
X
X
X
Building
IV
Business Type IV
X
X
X
X
X
X
X
X
X
Buildi
VA
Business T V A
X
X
X
X
X
X
X
X
X
Buildi
VB
Business Type V B
X
X
X
X
X
X
X
X
X
Buildi
IA
Educational T I A
X
X
X
X
X
X
X
X
X
Buildi
IB
Educational TyDe I B
X
X
X
X
X
X
X
X
X
Buildi
IIA
Educational T It A
X
X
X
X
X
X
X
X
X
Buildi
IIB
Educational 7 II B
X
X
X
X
X
X
X
X
X
Buildi
IIIA
Educational T III A
X
X
X
X
X
X
X
X
X
Buildi
IIIB
Educational T III B
X
X
X
X
X
X
X
X
X
Buildi
IV
Educational Type IV
X
X
X
X
X
X
X
X
X
Buildi
VA
Educational Type V A
X
X
X
X
X
X
X
X
X
Buildi
VB
Educational T V B
X
X
X
X
X
X
X
X
X
Buildi
IA
Day Care Type I A
X
X
X
X
X
X
X
X
X
Buildi
IB
Da Care T I B
X
X
X
X
X
X
X
X
X
Buildi
IIA
Da Care T IIA
X
X
X
X
X
X
X
X
X
Buildi
IIB
Da Care T IIB
X
X
X
X
X
X
X
X
X
Buildi
IIIA
Day Care Type III A
X
X
X
X
X
X
X
X
X
Buikfin
IIIB
Da Carer IIIB
X
X
X
X
X
X
X
X
X
Buildi
IV
Da Care Type IV
X
X
X
X
X
X
X
X
X
Buildi
VA
Da Care T VA
X
X
X
X
X
X
X
X
X
Buildi
VB
Da Care T VB
X
X
X
X
X
X
X
X
X
Building
IA
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
Type IA
Building
IB
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
T IB
Building
IIA
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
Type IIA
Building
IIB
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
T IIB
Building
IIIA
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
Type III A
Building
IIIB
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
T III B
Building
IV
Factory-Industrial (Moderate Hazard)
X
X
X
X
X
X
X
TypeIV
Building
VA
Factory- Industrial (Moderate Hazard)
X
X
X
X
X
X
X
T VA
Building
VB
Factory-Industrial (Moderate Hazard)
Type VS
X
X
X
X
x
x
x
Building
IA
Factory- Industrial (Low Hazardl Type
IA
X
X
X
X
X
X
X
Building
IB
Factory-Industrial (Low Hazardl Type
IB
X
x
X
X
x
X
X
Building
IIA
Factory-Industrial (Low Hazardl Type
IIA
X
X
X
X
x
X
X
Building
IIB
Factory-Industrial (Low Hazardl Type
IIB
X
X
X
X
X
X
X
Building
IIIA
Factory-industrial (Low Hazardl Type
III A
X
X
X
X
x
x
X
Building
IIIB
Factory-industrial (Low Hazardl Type
III B
X
X
X
X
X
X
X
Building
IV
Factory-Industrial (Low Hazardl Type
IV
X
X
X
X
X
X
X
Building
VA
Factory-industrial (Low Hazardl Type
VA
X
X
X
X
x
X
X
Building
VB
Factory-industrial (Low Hazardl Type
VB
X
X
X
X
X
X
X
Build:
IA
Special Purpose Industrial T I A
X
X
X
X
X
Build:
IB
Special Purpose Industrial Type I B
X
X
X
X
X
Building
IIA
Special Purpose Industrial T II A
X
X
X
X
X
Building
IIB
Special Purpose Industrial T II B
X
X
X
X
X
Building
IIIA
Special Purpose Industrial T III A
X
X
X
X
X
Building
IIIB
Special Purpose Industrial T III B
X
X
X
X
X
Build:
IV
Special Purpose Industrial T IV
X
X
X
X
X
Bu :ding
VA
Special Purpose Industrial Type VA
X
X
X
X
X
Building
VB
Special Purpose Industrial T VB
X
X
x
X
X
Build:
IA
H' h Hazard, EB bsives T I A
X
X
X
X
X
Build:
IB
H' h Hazard, EB los:ves Type I B
X
X
X
X
X
Build:
IIA
Hi h Hazard, EB bs:ves T II A
X
X
X
X
X
Build:
IIB
H' h Hazard, EB bsives 7 II B
X
X
X
X
X
Buildina
IIIA
H: h Hazard, EB bsives 7 III A
X
X
X
X
X
Build:
IIIB
H' h Hazard, EB bsives T III B
X
x
X
X
X
Build:
IV
H' h Hazard EB losives Type IV
X
X
X
X
X
Build:
VA
H' h Hazard, EB bs:ves T VA
X
X
X
X
X
Bu:ldi
VB
H h Hazard EB bs:ves T VB
X
X
X
X
X
Build:
IA
HPB T I A
X
X
X
X
X
Build:
IB
HPB T I B
X
X
X
X
X
Build:
IIA
HPB T IIA
X
X
X
X
X
Build:
IIB
HPB T II B
X
X
X
X
X
Build:
II IA
HPB Type III A
X
X
X
X
X
Build:
IIIB
HPB T III B
X
X
X
X
X
Bu :ldi
IV
HPB Type IV
X
X
X
X
X
Bu :di
VA
HPB T VA
X
X
X
X
X
Buidi
VB
HPB Type VB
X
X
X
X
X
Build:
IA
H" h Hazard T e I A
X
X
X
X
X
K Idi
IB
H" h Hazard Tvoe I B
X
X
X
X
X
Build:
IIA
H' h Hazard T IIA
X
X
X
X
X
Build:
IIB
H' h Hazard T e II B
X
X
X
X
X
Build:
IIIA
H' h Hazard T IIIA
X
X
X
X
X
Build:
IIIB
H. h Hazard T IIIB
X
X
X
X
X
Build:
IV
H' h Hazard T IV
X
X
X
X
X
Build:
VA
High Hazard T VA
X
X
X
X
X
Build:
VB
H' h Hazard T VB
X
X
X
X
X
Build:
IA
H' h Hazard, T I A
X
X
X
X
X
Bu: di
IB
H" h Hazard, T I B
X
X
X
X
X
Build:
IIA
19h Hazard T IIA
X
X
X
X
X
Build:
IIB
High Hazard, T IIB
X
X
X
X
X
Buidin
IIIA
H" h Hazard, T III A
X
X
X
X
X
Build:
IIIB
H" h Hazard T III B
X
X
X
X
x
Build:
IV
High Hazard, T IV
X
X
X
X
X
Build :
VA
H" h Hazard T V-
X
X
X
X
X
Build:
VB
High Hazard, Type VB
x
X
X
x
X
Build:
IA
High Hazard, T I A
X
X
X
X
Bu :ldi
IB
High Hazard, T I B
X
X
X
X
Build:
IIA
High Hazard, Type 11 A
X
X
X
X
Build:
IIB
High Hazard, T It B
X
X
X
X
Buidi
IIIA
High Hazard, T IIIA
RX
X
X
X
X
Bu :di
IIIB
High Hazard, T IIIB
X
X
X
X
Buidi
IV
High Hazard, T IV
X
X
X
X
Buidi
VA
High Hazard, Type VA
X
X
X
X
Buidi
VB
H' h Hazard, T VB
X
X
X
X
Building
IA
Institutional, Supervised
Environment T I A
X
X
X
X
X
X
X
X
X
X
Building
IB
Institutional, Supervised
Environment Type I B
x
x
x
X
x
X
X
x
x
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Additional Tom or HP
LDC Amendment Request
ORIGIN: BCC - directed
Text underlined is new text to be added.
Bold text indicates a defined term
AUTHOR: John Kelly, Planner
DEPARTMENT: CDES - Zoning & Land Development Review
AMENDMENT CYCLE: 2009 Cycle I
LDC PAGE: LDC2:69 -70
LDC SECTION(S): 2.03.03 F. Travel Trailer - Recreational Vehicle Campground
District (TTRVC)
CHANGE: Increase the allowable size of "park model' type recreational vehicles from 480
square feet to 500 square feet within the TTRVC zoning district.
REASON: Per BCC direction of 15 September 2009, subsequent to testimony presented as item
6B -- Public Petition (see attached transcript). Primary reason given by industry is progress,
present Code is dated and needs to be made current.
FISCAL & OPERATIONAL IMPACTS: None
RELATED CODES OR REGULATIONS: None
GROWTH MANAGEMENT PLAN IMPACT: None.
OTHER NOTES /VERSION DATE: Created January 11, 2009.
Amend the LDC as follows:
2.03.03 Commercial Zoning Districts
F. Travel Trailer- Recreational Vehicle Campground District (TTRVC). The
provisions of this district are intended to apply to trailer lots for travel trailers, park
model travel trailers and recreational vehicles, not exceeding 408 500 square feet in
gross floor area. Such trailer lots are intended to accommodate travel trailers, model
travel trailers, pickup coaches, motor homes, and other vehicular accommodations
which are suitable for temporary habitation, used for travel, vacation, and recreational
purposes. Campsites are intended to accommodate temporary residency while camping,
vacationing or recreating. TTRVC vehicles may be permanently located on a lot;
however, no person or persons may occupy said vehicles as permanent places of
residence.
1
I: \09 Amend the LDC \2009 -Cycle 1\Amendments \DRAFT originals\2.03.03 F Travel Trailer- Recreational Vehicle Campground.doc
Text underlined is new text to be added.
Bold text indicates a defined term
Purpose and intent. The provisions of this district are intended to apply to trailer
lots for travel trailers, park model travel trailers and recreational vehicles, not
exceeding 499 500 square feet in gross floor area. Such trailer lots are intended
to accommodate travel trailers, model travel trailers, pickup coaches, motor
homes, and other vehicular accommodations which are suitable for temporary
habitation, used for travel, vacation, and recreational purposes. Campsites are
intended to accommodate temporary residency while camping, vacationing or
recreating, TTRVC vehicles may be permanently located on a lot; however, no
person or persons may occupy said vehicles as permanent places of residence.
2. The following uses are permissible by right, or as accessory or conditional uses
within the travel trailer - recreational vehicle campground district ( TTRVC).
a. Permitted uses.
Travel trailers, park model travel trailers, pickup coaches, motor
homes and other recreational vehicles.
2
I:\09 Amend the LDC \2009 -Cycle 1\Amendments \DRAFT originals\2.03.03 F Travel Trailer- Recreational Vehicle Campground.doc
MR. GAITENS:
the board.
V Item #6B
September 15, 2009
Thank you, Madam Chairman and members of
PUBLIC PETITION REQUEST BY JANET NEBUS TO DISCUSS
LDC REQUIREMENTS FOR TRAVEL TRAILER/
RECREATIONAL VEHICLE CAMPGROUNDS — MOTION TO
MAKE CHANGES TO THE LDC AND ALLOW PERMITTING
TO OCCUR AT THIS TIME — APPROVED
MR. MUDD: Commissioner, the next public petition is 6B. It's
a request by Janet Nebus to discuss the LDC requirements for travel
trailer recreation vehicle campgrounds.
Ms. Nebus, if you could come forward.
MS. NEBUS: Good morning. I got laryngitis last week when I
found out I was going to speak and I started making phone calls.
I'm Janet Nebus White, and this is my mother Ivy Jean Joanne
Nebus from Rock Creek RV Resort. We are petitioning the county
commissioners to amend the Land Development Code regarding the
TTRVC uses of allowable spaces for park trailers. It limits all units to
a maximum of 480 square feet; however, the Florida Statutes 23,
Chapter 320, defines a park trailer as -- does not exceed 400 square
feet constructed to ANSI standards and 500 square feet when
constructed to HUD standards. The HUD or United States
Department of Housing and Urban Development standards designate
our area as wind zone three. These federally mandated units have
sheer walls, better insulation, double -pane glass, more strapping or
tie - downs. A HUD unit can have from 22 to 26 tie -towns going along
the sides versus and ANSI unit that may only have three on each side,
so that would be six to eight tie - downs. They are built to much stricter
code.
Page 35
September 15, 2009
No RV trailer is allowed on a site that it will not fit on. We abide
by county setbacks, and through the permitting process, all this is
checked out by the county.
Because the HUD units are better built products, these are what
most people would like to buy. Most of these models that they sell as
HUD units are over the 480 square feet, just under the 500 square feet.
The LDC code goes back to 1989. Back then RVs were much
smaller. The 25 -foot unit was very large. Now, 20 years later, Florida
Statutes Section 316.515 on the maximum width, height, and length of
motor vehicle says a motor home will not exceed 45 feet, a bus or
motor coach, 50 feet.
The baby boomers are visiting, and they are looking for a place
to relax, have fun, retire. They're driving their 40- and 45 -foot motor
homes with four slide -outs.
After visiting, they'd like the convenience of a park trailer so they
do not have to travel back and forth with the unit. By installing park
trailers, we are helping the economy. We're applying for permits,
we're using AC, engineering, plumbing, electrical, aluminum
contractors, and we have a wide variety or retirees and overnighters
coming from all over the United States, even Europe in the
summertime. They're from all walks of life; farmers, businessmen,
owners, doctors, mailmen, teachers; many of them are veterans.
We are fond of RVers, as they are good people and they have
good values. They're here to spend their money and have a good time.
They golf, tennis, frequent eating establishments, shop, and are
consumers of many services and products, helping the economy to
grow.
We need to be able to compete for the business with other
counties, and to do that, we need the square footage for the TTRVs to
be amended from 480 square feet to match that in the state statutes of
500 square feet.
Talking to my Chariot dealer in Ocala, he did not know of a, you
Page 36
September 15, 2009
know, any other counties that had the 480 square feet. I called Lee
County, and they do not have a 480 - square -foot rule.
We are a small family business that has owned the property on
the corner of Airport Road since 1950. We've been in business at the
present camp grounds and RV resort for 33 years. We have an RV
dealer's license, and we park trailers for clients choosing Naples as an
end - destination vacation spot. We're licensed by the DMV. Park
trailers are RV recreation vehicles. We're only talking about 20
square feet, but this small amount makes a big difference when it goes
from an ANSI unit to a HUD unit.
We thank you for this opportunity to speak, and we appreciate
your consideration in helping to amend the LDC for us.
CHAIRMAN FIALA: Commissioner Halas?
COMMISSIONER HALAS: Yes. I'd like to have Joe Schmitt
come up to the microphone if possible. I'm somewhat disturbed here
in that I thought that this was to open up the larger RVs to park at the
park, and I believe from what I hear, this is to install permanent
trailers on the site. And I'm not sure if that's considered an RV park.
Can you clarify this?
MR. SCHMITT: For the record, Joe Schmitt, your administrator
of community develop, environmental services division. The 480
square feet is for a park model. A park model, in essence, is a
vacation resort cottage. It means it can move but it needs to be
hooked up to water /sewer, so -- and it normally stays as
semi - permanent. So this is not a big issue. It's not an issue at all.
As stated -- and I appreciate the research, great research that was
done on this. And I know Ms. Nebus has been talking to my staff as
well. We have no problem with changing the code. We just need
your direction. The 480 square feet's been around for years. It was
prior -- probably preceded -- the best we know, it preceded the HUD
standards. The 500 square foot is a trailer that is suitable for the site.
It does not impact the site in any way as far as setbacks or any other
Page 37
September 15, 2009
type of impact on neighboring units, and so it should not be an issue.
COMMISSIONER HALAS: Okay. Even considering that it's
permanent because they are -- they have tie -downs in regards to this?
MR. SCHMITT: Well, most park trailers, I guess for lack of a
better term, are somewhat permanent. You can move them from park
to park. I mean, they don't have a self - contained sanitary system or
water system. You just can't pull up anywhere and operate. They
have to be hooked up to a sanitary service, correct? I mean, from a
standpoint of -- and they're normally left on site where folks come
down year after year and then stay temporarily in those park models.
I mean, there are several different classes, different classes,
different categories of RVs, and this smaller model is a simple version
simply stated as a park model. Again, we can include that in this
series of LDC amendments if you so direct.
COMMISSIONER HALAS: Okay. Thank you.
CHAIRMAN FIALA: Commissioner Coletta?
COMMISSIONER COLETTA: Yes. I was going to say, this is
a small item. I think what we need to do is, I'll make a motion that we
direct staff to change the ordinance, and in the interim time, to --
MR. SCHMITT: Allow.
COMMISSIONER COLETTA: -- allow this to take place. I
mean, it's a small - potato item. I don't think it's worthy of a
tremendous amount of discussion.
COMMISSIONER COYL E: I second the motion.
CHAIRMAN FIALA: Oh, okay.
MR. SCHMITT: With that direction, we will issue permits
pending the change of the LDC as these things come in for permit.
COMMISSIONER COYLE: Yeah.
MR. SCHMITT: Fine.
CHAIRMAN FIALA: Okay. So the motion is on the floor
before further discussion, made by Commissioner Coletta, seconded
by Commissioner Coyle. And we move on to -- that was all you
September 15, 2009
wanted to say?
COMMISSIONER COLETTA: That's -- just as long as we
understand that we're allowing the use now.
CHAIRMAN FIALA: Yes.
COMMISSIONER HENNING: Correct.
COMMISSIONER COLETTA: Okay, fine.
CHAIRMAN FIALA: That was very clear.
Commissioner Henning?
COMMISSIONER HENNING: Just real quick. You know,
things change, industries change. We no longer have Pontiac, so we
need to change that out of the Land Development Code, too. So I
appreciate you bringing that to our attention.
MS. NEBUS: Thank you.
CHAIRMAN FIALA: And Commissioner Coyle?
COMMISSIONER COYLE: That's all I wanted to say is it
makes sense to change it, so let's change it.
CHAIRMAN FIALA: And I would just add, the better --
COMMISSIONER COYLE: And take those Ponties out too.
CHAIRMAN FIALA: Okay. And safety is wonderful. I mean,
this is something else that happens along the way.
So with that, we have a motion on the floor and a second. Any
further discussion.
(No response.)
CHAIRMAN FIALA: All those in favor, signify by saying aye.
COMMISSIONER COYLE: Aye.
COMMISSIONER HALAS: Aye.
CHAIRMAN FIALA: Aye.
COMMISSIONER COLETTA: Aye.
COMMISSIONER HENNING: Aye.
CHAIRMAN FIALA: Opposed, like sign?
(No response.)
CHAIRMAN FIALA: That's a 5 -0, thank you.
tPage 39
Text underlined is new text to be added.
Bold text indicates a defined term
LDC Amendment Request
ORIGIN: Community Development & Environmental Services Division
AUTHOR: Stephen Lenberger, Senior Environmental Specialist
DEPARTMENT: Department of Engineering, Environmental, Comprehensive
Planning and Zoning Services
AMENDMENT CYCLE: 2009 Cycle
LDC PAGE: LDC3:39
LDC SECTION(S): 3.05.07 H Preservation Standards
CHANGE: Add criteria for passive recreational uses allowed in preserves.
REASON: Required as part of the EAR -based GMP amendment to the Conservation
and Coastal Management Element Policy 6.1.1 (5) a. Policy 6.1.1 (5) a & b address uses
in preserves and state the following (underlined/strike through version provided to
identify changes adopted with the EAR -based GMP amendments):
The uses allowable within preserve areas are limited to:
a. Passive recreational uses that do not impact the minimum required vegetation or
cause a loss of function to the preserve area. such as peFvieus . atti_. trails or
beardwalks are allowed within preser*e areas, as long as any eleaFing fequif ed to
the Fninimum requifed ..etat:, Loss of
function to the preserve area includes a reduction or a change in vegetation within
the preserve and harming any listed species present in the preserve. More specific
standards that implement this policy shall be set forth in the land development
regulations and will address various types of construction that are compatible
with the function of the preserve. The land development regulations will also
Provide criteria to define appropriate passive recreational uses. The criteria will
be established to allow for passive recreational uses such as trails or boardwalks
that provide for access within the preserves, providing the uses do not reduce the
minimum required vegetation or cause harm to listed species.
b. Receipt of treated stormwater discharge where such use, including convevance
treatment and discharge structures, does not result in axv adverse impacts the
naturally occurring, native vegetation, to include the loss of the minimum
required vegetation and the harm to any listed species according to the policies
associated with Objective 7.1, as determined by criteria set forth in land
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development regulations. Discharge to preserves having wetlands requires
treatment that will meet water quality standards as set forth in Chapter 62 -302.
F.A.C. and will conform to the water quality criteria requirements set forth by the
South Florida Water Management District.
During the 2008 LDC amendment cycle a definition for Passive Recreation was included
in the LDC. This definition reads as follows.
"Passive Recreation: Activities characterized by a natural resource
emphasis and non - motorized activities. These activities are deemed to
have minimal negative impacts on natural resources; or are consistent with
preservation, enhancement, restoration and maintenance goals for the
purpose of habitat conservation. Examples of passive recreation include,
but are not limited to, bird watching and nature study, swimming,
picnicking, hiking, fishing and hunting, where appropriate."
GMP, Conservation and Coastal Management Element Policy 6.2.6 states the following
with regards to required wetland preservation areas, buffer areas, and mitigation areas
within the Urban Designation and Rural Fringe Mixed Use District:
"Land uses allowed in these areas shall be limited to those listed in
Policy 6.2.5(5)d of this element and shall not include any other
activities that are detrimental to drainage, flood control, water
conservation, erosion control or fish and wildlife habitat
conservation and preservation."
Uses listed in Policy 6.2.5(5)d are:
1. Passive recreational areas, boardwalks and recreational shelters;
2. Pervious nature trails;
3. Water management structures;
4. Mitigation areas;
5. Any other conservation and related open space activity or use which is
comparable in nature with the foregoing uses.
During the 2008 CCPC hearings for LDC amendments, the CCPC asked staff to take a
look at existing pathways within preserves and to see if they were having a negative
effect on the preserves. In response, staff visited several preserves in the County. The
widths of the different pathways were measured and any visible negative effect on the
preserves from these structures, noted. The following is a list of preserves visited.
Collier County Freedom Park (Water Quality Park)
Boardwalks: 8 feet wide
Shelters along boardwalk: 15 feet x 15 feet
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Clam Pass County
Park
Main boardwalk:
11 '/2 feet wide
Dune walkover:
51/2 feet wide
Concession area:
120 feet x 105 feet at widest point
Golf carts:
44 inches wide
Pelican Bay North Beach Facility
Main boardwalk:
12 feet wide
Dune walkover:
6 feet wide
Concession area:
300 feet x 130 feet at widest point (including deck for golf carts)
Golf carts:
44 inches wide
Paved pathway:
1 1 feet wide
North Collier Regional
Park
Main boardwalk:
8 feet wide
Other boardwalks:
6 feet wide
Concrete pathway:
8 feet wide
Six Mile Cypress Preserve (Lee County)
Entrance boardwalk: 5 feet wide
Main boardwalk: 4 'h feet wide
Fiddlers Creek
Boardwalk: 5 feet wide
Shelter along boardwalk: 40 feet x 14 feet
First Assembly Ministries
Concrete pathway: 7 feet wide
Pelican Marsh
Golf course maintenance facility boardwalk: 13 '/2 feet wide
Golf course concrete pathways: 8 feet wide
Golf carts: 44 inches wide
Audubon Society Corkscrew Swamp Sanctuary
Entrance boardwalk: 9 feet wide
Main boardwalk: 5 feet wide
Shelters: varied from 8 feet x 15 feet to 25 feet x 25 feet
Bay Forest
Boardwalk: 6 feet wide
Overlooks: 35 feet x 25 feet and 18 feet x 13 feet
Paved pathway: 8 '/2 feet wide
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Autumn Woods
Concrete pathway: 6 feet wide (15 feet wide at junction with other pathways)
Other than for shading immediately below the boardwalks and elevated wooden
structures indicated above, there was no visible evidence that these elevated facilities
were having a detrimental effect on the preserves or other natural areas. One impervious
pathway was observed at ground level and this was in the Autumn Woods residential
subdivision. Although weeds were present throughout this preserve, these were probably
a result of historical use of the property for agricultural purposes and not due to
construction of the pathway. The pathways in Autumn Woods were also used as fire
breaks during the recent prescribed burn of the preserve by the State of Florida, Division
of Forestry.
All the other pathways observed by staff appeared to be constructed on water
management berms through or immediately adjacent to preserves or other naturally
vegetated areas. Where fill was added for construction of berms, encroachment with non-
native grasses and weeds occurred. The degree of encroachment varied and was
dependent on the type of habitat within the preserve, the hydrology, and species of weeds
brought in with the fill or sod. One facility, Pelican Marsh, stabilized the side slopes of
their golf cart paths with pine straw, where these were constructed adjacent to preserves
or other natural areas. These paths were, in some cases, as high as pathways constructed
on water management berms in other localities. No erosion or weeds were visible on the
slopes of the pathways at Pelican Marsh.
In evaluating the widths of pathways, staff also consulted with staff from the Collier
County Transportation Division. Staff from the Transportation Division uses the "Manual
of Uniform Minimum Standards for Design, Construction and Maintenance for Streets
and Highways (Commonly known as the "Florida Greenbook ")" in designing and
reviewing pathways for highways and other corridors. The Manual states the following
with regards to the width for "Shared Use Paths ".
"The paved width and operating width required for a shared use path are
primary design considerations. The minimum recommended width for a
paved two -way path is 10 feet. In many cases, it is desirable to increase
the minimum width to 12 feet. The width should be increased if there is
expected substantial use by bicyclists, probable shared use with joggers
and in -line skaters, steep grades, and locations where bicyclists are likely
to ride two abreast."
Although the Florida Greenbook is designed for pathways along roads and other
corridors, similar type uses could be expected to occur within parks and preserves, where
these facilities are available. The Collier County Comprehensive Pathways Plan Update,
Adopted: January 12, 2006, notes that "Users prefer to travel through areas that are
shaded, have visual relief or offer other visual and /or historic amenities ". During staff's
site visit to the preserve at Autumn Woods, staff noticed its use by skaters, supporting
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this statement. The pathway in the preserve at Autumn Woods is interconnected with
other concrete pathways within the subdivision, creating a larger continuous pathway.
One of the properties visited, Bay Forest, had canoes and kayaks stored on special racks
constructed on the sides of the boardwalk. These were probably launched from the shelter
at the end of the boardwalk, near where the boats were stored.
All the golf carts observed by staff on pathways were run with electric motors except for
the golf carts used at the maintenance facility for Pelican Marsh, which were gas
powered. The boardwalk through the preserve adjacent to this maintenance facility is
only used by maintenance personnel and not by residents. It is also wider than most, to
accommodate more frequent use by staff. Golf carts used for maintenance at Pelican
Marsh were often equipped with truck type beds to hold equipment, making them a little
wider than the carts used at the other facilities. The carts at Pelican Marsh were also used
to pull golf course maintenance equipment.
Two major issues of concern surfaced during stakeholders meetings held in 2009. These
were use of the preserve by golf carts, and the discussion of pervious vs. impervious
pathways.
During stakeholders meetings, some stakeholders expressed concern of allowing golf cart
paths within preserves. Bisecting of preserves by these pathways was a concern,
particularly if they are not elevated on a boardwalk. Other stakeholders felt that
reasonable use of preserves by golf carts should be allowed for access to the golf course.
It was argued that golfers, like other users, enjoy use of preserves. Preserves adjacent to
golf courses often enhance views of the courses.
Having golf cart paths separate from other uses was agreed upon by some of the
stakeholders, for safety concerns. Some preferred the tranquility of having pedestrian
pathways separate from other uses and cited the use of trams on the boardwalks at
Pelican Bay as an example of what they did not want. Others felt differently. Although
most golf courses do not want pedestrians walking along the course while golfers are
playing, one consultant mentioned that some do allow early morning and late afternoon
walkers. Some also felt that it makes sense to combine pedestrian and golf cart pathways
where they cross preserves, to minimize impacts to preserves.
Most of the golf cart paths within preserves that staff has seen, are elevated and limited in
where they cross the preserve, usually at narrow points along the preserve. According to
stakeholders from the development community, the cost of constructing and maintaining
these facilities along with the added expense in impacting State and Federal agency
jurisdictional wetlands and preserves, are the major reasons why they are not more
utilized. The amendment as proposed will allow golf carts within preserves, for access to
the golf course. The decision as to whether to allow golf cart paths to be used by other
than golfers will be left to the property owner.
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There was some consensus among stakeholders to encourage the use of pervious
pathways. Since pathways within preserves occupy only a very small percentage of
preserves, it was thought that the amount of impervious pathways within preserves could
be limited, to perhaps one percent of the area of the preserve, and that any pathways over
this area be required to be constructed of pervious materials or to consist of boardwalks.
They also asked if pervious pathways could be counted towards the minimum native
vegetation retention requirement, to further encourage their use. A cap on the amount of
pathways within preserves of up to 3 or 4 percent of the area of the preserve was also
suggested to prevent too much vegetation within the preserve from being impacted, if
pervious pathways were to count towards the minimum native vegetation retention
requirement. This limitation was considered reasonable since existing structures within
preserves, generally occupy less than this. One example, Autumn Woods, with a fairly
extensive system of pathways occupied only about 2.1 percent of the area of the preserve.
Rough calculations from a stakeholder from the development community showed that
this limitation would be enough for smaller preserves. A ten acre preserve was used for
this calculation. Concern later surfaced as to whether this would be enough for access to
even smaller preserves, about a half acre in size. Some stakeholders felt that an overall
cap on the amount of pathways should not be used if pervious pathways were not to
count towards the minimum native vegetation retention requirement. Currently the
amount of pathways within preserves are not restricted by the LDC, as long as the
minimum native vegetation retention requirement is met and there no loss of function to
the preserve area in accordance with CCME Policy 6.1.1 (5) a. At the request of
stakeholders, a limit on the amount of impervious pathways within preserves, up to one
percent of the area of the preserve, has been included in the amendment to encourage the
use of pervious pathways within preserves. Boardwalks can be used in lieu of pervious
pathways. No other limitation on the amount of pathways within preserves is included in
the amendment, as long as they do not impact the minimum required native vegetation or
cause a loss of function to the preserve, as required by CCME Policy 6.1.1 (5) a.
Although located primarily on water management berms through or adjacent to
preserves, the impervious pathways staff observed showed no signs that they were
causing harm to the preserves. Instead it was the importation of unwanted vegetation
(weeds and grass) from the fill or sod from these pathways, which caused a problem. As
previously mentioned, all the pathways observed by staff except for one, appeared to be
constructed on water management berms through or immediately adjacent to preserves or
other naturally vegetated areas. To offset this, provisions have been included in the
amendment to stabilize the side slopes of these water management berms and plant them
with 100 percent south Florida native species compatible with the habitat present in the
preserve, when these berms are located in or adjacent to preserves. This was effectively
done for the pathways at Pelican Marsh. This is consistent with section 4.06.05 of the
LDC, which currently requires slopes adjacent to preserves to be planted with 100
percent Florida native species.
Allowing structures and pathways to count towards the minimum native vegetation
retention requirement is not considered by staff to be consistent with CCME Policy 6. 1.1
(5) a. Policy 6.1.1 (5) a, states the following: "The uses allowable within preserve areas
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are limited to: Passive recreational uses that do not impact the minimum required
vegetation or cause a loss of function to the preserve area. Loss of function to the
preserve area includes a reduction or a change in vegetation within the preserve and
harming any listed species present in the preserve." Replacing natural habitat within
preserves, whether vegetated or not, with structures or pathways removes that portion of
the habitat covered by structures, from the preserve and represents a loss of function that
portion of the habitat provided to the preserve.
Several environmental consultants felt that the all listed species should be included in the
proposed amendment, but to allow for appropriate FFWCC or USFWS permits or
authorizations to be obtained in order to construct pathways and other structures within
preserves, when listed species are present in the preserve. The amendment has been
revised to address their concerns.
Some stakeholders asked if the type of "shelters" could be clarified in the amendment
and were concerned of the uses they might allow. All shelters observed by staff in the
parks and preserves observed, have no walls. Most have benches for seating and railings
when elevated. One shelter, located in Six Mile Cypress Preserve in Lee County, had an
amphitheater for educational programs and weddings. Some also had interpretive /
informational signage or lattice type work for decoration. Based on these observations,
staff recommends shelters within preserves, be limited to those without walls. This would
allow for all the uses and structures identified above.
During stakeholders meetings, one stakeholder expressed a desire to include vesting
language in the amendment. Recommendations from both the Office of the County
Attorney and Zoning and Land Development Review Department Director were to not
include language at this time and that the issue would be covered by the non - conforming
structure section of the LDC.
During the DSAC LDR Sub - committee meeting, the Sub - committee asked if staff could
clarify in the LDC amendment what a loss of function in accordance CCME Policy 6. 1.1
(5) a means. They were concerned that the second sentence in the GMP Policy, if
included in the LDC as written, would not allow for any uses within preserves. To
clarify, staff included in the amendment the types of "changes in vegetation" that would
be considered "unacceptable" in accordance with the GMP Policy.
FISCAL & OPERATIONAL IMPACTS: Additional cost will be incurred upon the
applicant to permit and construct recreational facilities within preserves. Recreational
facilities also make a community a more desirable place in which to live, thereby
increasing property values.
General estimates from staff from the Parks and Recreation Department give the
following with regards to the cost of construction for boardwalks and pathways. Actual
costs will vary due to market conditions, contract negotiations, etc.
Boardwalks: $30 -$50 square foot (wooden boardwalk with plastic deck)
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$180 -$300 linear foot (6 foot wide boardwalk)
$70 square foot (IPE lumber)
Concrete: $2 -$3 square foot
Asphalt: $2 square foot
Actual bids for the boardwalk at the County Freedom Park ranged from $585 - $784 per
linear foot, for an 8 foot wide IPE lumber boardwalk. (IPE wood typically comes from
tropical South - Central America and is a very strong hard dense wood, extremely resistant
to attack and decay by fungi and termites. IPE lumber includes not only IPE wood, but
also a number of other similar species which share similar properties.)
Information provided by stakeholders from the environmental community showed that
pervious concrete cost about 10 to 20 percent more to install than impervious concrete.
Ground prep for installation of pervious and impervious concrete pathways was shown to
be about the same. Most, if not all, the golf cart paths staff has seen in the county are
constructed of concrete. Maintenance costs for concrete paths are less over time than
asphalt, according to stakeholders.
RELATED CODES OR REGULATIONS: None
GROWTH MANAGEMENT PLAN IMPACT: Required as part of the EAR -based
GMP amendment to CCME Policy 6.1.1 (5)(a).
OTHER NOTES /VERSION DATE: Created January 25, 2010.
Amend the LDC as follows:
3.05.07 Preservation Standards
H. Preserve standards.
Design standards.
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these uses does not impact the minimum required native
vegetation or cause loss of function to the preserve. Loss
of function to the preserve includes unacceptable changes
in vegetation within the preserve or harming any listed
species present in the preserve. Unacceptable changes in
vegetation within preserves include replacement of
indigenous vegetation with non - native or weedy species
changes in vegetative composition which are inconsistent
with target plant communities or die -offs of vegetation
which are inconsistent with target plant communities.
i. The following passive uses are allowed within
preserves.
a) Pervious and impervious pathways and
boardwalks, subject to the following criteria:
Pedestrian pathways shall be kept to
a maximum width of 8 feet. Greater
widths may be allowed in high use
areas or where the pathways serve
as fire breaks in accordance with a
fire suppression plan approved by
the State of Florida. Division of
Forestry.
ii) Shared use paths for use by golf
carts, trams, bicycles, loggers etc.
shall be kept to a maximum width of
12 feet. Greater widths may be
allowed in high use areas or where
the Pathways serve as fire breaks in
accordance with a fire suppression
plan approved by the State of
Florida. Division of Forestry. Golf
cart oaths for golf course use shall
be designed for golf course access
only.
Impervious pathways shall be limited
to no more than one percent of the
area of the preserve. Pathways over
this amount shall be either pervious
pathways or boardwalks.
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V) Where feasible, pathways shall be
designed to maintain existing
vegetation and larger trees.
Pathways in scrub habitat lacking
canopy should be avoided.
V) Where a minimum preserve width of
20 feet cannot be maintained on
either side of pathways, the pathway
shall be located on either side of the
preserve. Use of pathways within the
preserve setback is encouraged in
these locations.
A Pathways shall not interfere with the
nests, dens, burrows or roosts of
listed species or the nests of bald
eagle, unless permitted or
authorized bV the FFWCC or
USFWS.
vii) Pathways, other than boardwalks,
shall be at or on natural grade
unless constructed on berms for the
stormwater management system.
Slopes for stormwater management
berms in or adjacent to preserves
shall be stabilized and planted with
100% south Florida native species
compatible with the habitat present
in the preserve.
b) Shelters without walls
C) Educational signage and bulletin boards
located on or immediately adjacent to the
pathway.
d) Benches for seating
e) Viewing platforms
f) Wildlife sanctuaries for indigenous free
roaming wildlife. Wildlife parks, wildlife
rehabilitation centers and similar type uses,
with non- indigenous wildlife, or caged or
enclosed wildlife, shall not be allowed within
preserves.
g) Conservation related activities comparable
in nature with the aforementioned uses. as
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Text 6trikethrough 6 GUFF6At Wet Is be (191818d.
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determined by the County Manager or
designee
(See Stormwater Uses in Preserves amendment)
iii. No setback from preserves is required for fences,
or retaining walls permitted as part of the
stormwater management system. Decorative walls
must be set back a minimum of five feet from the
boundary of preserves. Permanent fences and
walls are prohibited within preserves unless
approved by the FFWCC or USFWS as part of an
approved wildlife management plan in accordance
with 3.04.00. Where construction of such structures
impacts native vegetation in the preserve, a
restoration plan shall be provided and included as
part of the preserve management plan. No
trenching for wall /fence installation is allowed within
10 feet from preserve boundary, unless adiacent to
a fire break in the preserve. Trenching is allowed
for installation of gopher tortoise fencing pursuant
to FFWCC Gopher Tortoise Permitting Guidelines
and for retaining walls designed to minimize
impacts to native habitat and wetlands, such as
those permitted as part of the stormwater
management system.
iv. No setback from preserves is required for
impervious or pervious pathways or other
structures allowed within preserves pursuant to this
section.
V. In those areas of Collier County where oil extraction
and related processing is an allowable use, such
use is subject to applicable state and federal oil
and gas permits and Collier County non -
environmental site development plan review
procedures. Directional - drilling and /or previously
cleared or disturbed areas shall be utilized in order
to minimize impacts to native habitats where
determined to be practicable. This requirement
shall be deemed satisfied upon issuance of a state
permit in compliance with the criteria established in
Chapter 62C -25 through 62C -30 F.A.C. as those
rules existed on January 13. 2005 regardless of
whether the activity occurs within the Big Cypress
Watershed, as defined in Rule 62C- 30.001(2)
F.A.C. All applicable Collier County environmental
Permitting requirements shall be considered
satisfied by evidence of the issuance of all
applicable federal and /or state oil and gas permits
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for proposed oil and gas activities in Collier County,
so long as the state permits comply with the
requirements of Chapter 62C -25 through 62C -30,
F.A.C. For those areas of Collier County outside
the boundary of the Big Cypress Watershed, the
applicant shall be responsible for convening the Big
Cypress Swamp Advisory Committee as set forth in
Section 377.42. F.S., to assure compliance with
Chapter 62C -25 through 62C -30, F.A.C. even if
outside the defined Big Cypress Watershed. All
access roads to oil and gas uses shall be
constructed and protected from unauthorized uses
according to the standards established in Rule
62C- 30.005(2)(a)(1) through (12), F.A.C.
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LDC Amendment Request
ORIGIN: Community Development & Environmental Services Division
AUTHOR: Stephen Lenberger, Senior Environmental Specialist
DEPARTMENT: Department of Engineering, Environmental, Comprehensive
Planning and Zoning Services
AMENDMENT CYCLE: 2009 Cycle
LDC PAGE: LDC3:39
LDC SECTION: Section 3.05.07 Preservation Standards
CHANGE: Add criteria for when treated stormwater is allowed in preserves.
REASON: The addition of criteria to identify when treated stormwater would be
allowed within preserves is required as part of the EAR -based GMP amendment to
Conservation and Coastal Management Element (CCME) Policy 6.1.1 (5) b. Policy 6. 1.1
(5) a & b address uses in preserves and state the following (underlined /strike through
version provided to identify changes adopted with the EAR -based GMP amendments):
The uses allowable within preserve areas are limited to:
a. Passive recreational uses that do not impact the minimum required vegetation or
cause a loss of function to the preserve area. such as ..,...yieti,. nature «fads of
boardwalks are allowed within preserve areas, as lang as any eleafing required-too
f4eilitate these uses does not impaet the fainimufn required vegetation. Loss of
function to the preserve area includes a reduction or a change in vegetation within
the preserve and harming any listed species present in the preserve. More specific
standards that implement this policy shall be set forth in the land development
regulations and will address various types of construction that are compatible with
the function of the preserve. The land development regulations will also provide
criteria to define appropriate passive recreational uses. The criteria will be
established to allow for passive recreational uses such as trails or boardwalks that
provide for access within the preserves, providing the uses do not reduce the
minimum required vegetation or cause harm to listed species.
b. Receipt of treated stormwater discharge where such use, including convevance
treatment and discharge structures, does not result in adverse impacts the naturally
occurring, native vegetation to include the loss of the minimum required
vegetation and the harm to any listed species according to the policies associated
with Obiective 7.1, as determined by criteria set forth in land development
regulations. Discharge to preserves having wetlands requires treatment that will
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meet water quality standards as set forth in Chapter 62 -302. F.A.C. and will
conform to the water quality criteria requirements set forth by the South Florida
Water Management District.
The LDC amendment proposed was drafted by stakeholders. At the request of other
stakeholders, an additional allowance for a pre and post hydro - period analysis has been
added to the amendment, to demonstrate that stormwater in preserves will not result in
adverse impacts to native upland vegetation.
FISCAL & OPERATIONAL IMPACTS: Having criteria when treated stormwater is
allowed within preserves will help staff and applicants during the permitting process
since specific criteria will be available in which to review and design projects by.
Where stormwater lakes and dry retention areas do not provide enough retention and
stormwater is not allowed to be discharged into preserves, additional retention area will
have to be provided. More intensely developed sites or those with more site constraints
may be affected, limiting the amount of land that can be used for structures, parking and
the like. Cost of providing additional storage will vary based on the design of the project
and cost of land.
Additional water added to preserves could result in changes to the habitat within. Die -offs
of native vegetation, or an increase in exotic or nuisance vegetation could result, if not
designed properly. Restoration of habitat within preserves as a result of die -offs would
add additional cost to the developer or homeowners.
RELATED CODES OR REGULATIONS: None
GROWTH MANAGEMENT PLAN IMPACT: Required as part of the EAR -based
GMP amendments to CCME Policy 6.1.1 (5) b.
OTHER NOTES /VERSION DATE: Created January 25, 2010.
Amend the LDC as follows:
3.05.07 Preservation Standards
H. Preserve standards.
1. Design standards.
h. (See Recreational Uses in Preserves amendment)
ii Stormwater subject to the following criteria.
a) Nothing in this section shall exempt any
system from complvina with the stormwater
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management design standards as set forth
by the South Florida Water Management
District.
b) Preserve areas shall not be used to meet
water quality requirements as set forth in
Section 5.2.1(a) of the Basis of Review for
Environmental Resource Permit
Applications for the South Florida Water
Management District or the Watershed
Management regulations of Section 3.07.00.
C) Discharge of stormwater into a preserve
shall be in a controlled manner to prevent
erosion, scour, and to promote even
distribution.
d) Stormwater may be discharged into
Preserves comprised of:
iurisdictional wetlands and the
minimum required upland buffer
around these wetlands in
accordance with an approved
SFWMD Environmental Resource
Permit (ERK
ii uplands comprised primarily (greater
than 50 percent by area) of hvdric
soils as mapped by the Natural
Resources Conservation Service
(NRCS) or as determined by in situ
hvdric indicators:
iii non - iurisdictional areas dominated
by hydrophytic (Obligate (OBL) &
Facultative Wet (FACW)) vegetation.
iv or a combination thereof.
e) Where preserves include uplands
comprised of greater than 50% by area of
non - hvdric soils and not addressed in d
above, stormwater may be discharged into
said preserves provided the following
criteria are met:
If gopher tortoise, red - cockaded
woodpecker. Big Cypress fox
souirrel, scrub iav or the nests of
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bald eagle are present, technical
assistance from the FFWCC or
USFWS shall be provided indicating
that no harm to these species or
their habitat will occur due to
discharge of stormwater into the
preserve. Technical assistance must
be site specific:
ii Demonstration that the upland
portion of the oreserve is not
inundated for more than 30
consecutive days during a reference
wet season, as demonstrated
through stormwater modeling. For
the purpose of this subsection, the
reference wet season is May 1996
through October 1996. In this
context, inundation means water
levels averaging greater than 2"
above the average ground surface of
the preserve:
or, if recorded peak stage and hydro
period data exists specific to the
subject site, the applicant must
demonstrate that the addition of
storm water to the preserve will not
cause water levels to average
greater than 2" above the recorded
peak stage of that storm event for
more than 30 consecutive days
following the event.
Li Stormwater shall not be directly
discharged into 322. 413. or 421
FLUCFCS Codes.
f) When stormwater discharges are allowed in
preserves, the associated stormwater
facilities such as berms, swales, or outfall
structures, may be located within the
preserve, but the area of such facilities can
not count towards the native vegetation
preservation requirement pursuant to
section 3.05.07. These facilities are not
subject to setback requirements as found in
subsection 3.05.07 H.3. These facilities may
be placed in a drainage easement.
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g) Where stormwater discharges are allowed
in preserves the Preserve Management
Plan as required
in 3 05 07 must include a
monitoring
program In the event
stormwater
introduced into a preserve
results in
unacceptable changes to the
vegetative composition of a preserve or die -
offs of vegetation
which are inconsistent
with target
plant communities then a
remediation
plan must be provided and the
Preserve
Management Plan revised
accordingly.
h) Stormwater shall be allowed in preserves in
the RLSA - WRA areas in accordance with
section 4.08.00 Rural Lands Stewardship
Area Overlay District standards and
Procedures.
i) A property owner may request deviations
from the above regulations 3.05 07 H 1 h ii
Staff shall review the plans and proposed
deviations to ensure that uplands in the
preserve will suffer no adverse impact
resulting from the proposed deviations The
Process for obtaining deviations shall follow
the procedure as set forth in Chapter 2
Article_Vill Division 23 of the Code of Laws
and Ordinances; appeal before the EAC
and shall be heard at a public hearing of the
EAC. No deviations shall be granted for
322, 413. or 421 FLUCFCS Codes
5
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Text BtFikethrough IS GW�A! t94 t9 be deleted.
Bold text indicates a defined term
LDC Amendment Request
ORIGIN: CDES
AUTHOR: Catherine Fabacher, AICP
DEPARTMENT: Zoning & Land Development Review
AMENDMENT CYCLE: 2009 Cycle 1
LDC PAGE: LDC5:21 -24
LDC SECTION(S): 5.04.05 Temporary Events
CHANGE: Rewrite beginning of section for clarification and to conform to the new provisions
inserted from section 5.06.00.
REASON: The sign code was revised as a result of provisions found to be in violation of the
First Amendment by federal circuit court. Provisions for temporary signs have been removed
from the sign code and relocated in section 5.04.06 Temporary Signs. When the new provisions
were inserted during the sign code revision, the rest of section became disjointed and confusing;
therefore, the section has been reorganized.
FISCAL & OPERATIONAL IMPACTS: None.
RELATED CODES OR REGULATIONS: 5.06.00 SIGN REGULATIONS AND
STANDARDS BY LAND USE CLARIFICATION.
GROWTH MANAGEMENT PLAN IMPACT: None.
OTHER NOTES /VERSION DATE: Created on June 26, 2009. Revised August 23, 2009.
Author's Comment:
This item consists of minor changes to an existing and previously reviewed /approved
amendment heard by the DSAC -LDR on 1012112009 and DSAC on1110412009, receiving
unanimous recommendation for approval from both. In the interest of brevity only the pertinent
Subsection appears herein; if approved, these changes will be merged into the current full
amendment proposal.
Amend the LDC as follows:
CHAPTER 5 SUPPLEMENTAL STANDARDS
5.04.00 Temporary Uses and Structures
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5.04.06 Temporary Signs.
+ + + + + « + + + « +
B. Temporary Sign Permit Types and Standards.
« + + + + + + + « + + +
6. Election and Referendum signs. Signs for elections and referendums shall be
permitted subject to the following requirements:
a. A bulk temporary permit shall be obtained prior to the erection,
installation, placement, or display of signage before elections and
referendums. The fee for the bulk permit shall be as set forth in the fee
schedule for the services performed by the Community Development and
Environmental Services Division.
b. The bulk permit number shall appear on every sign or on the pole
supporting the sign.
C. All signs for which the permit is issued shall be removed within 7 days
after the event. Each sign not removed within the required time shall
constitute a separate violation of this Code. The permittee will be subject
to issuance of a citation for each violation from the Collier County Code
Enforcement Board.
d. Signs erected within residentially zoned or used property shall not
exceed 4 square feet in area and 3 feet in height, and shall be located on-
site and no closer than 5 feet to any property line.
e. In all other zoning districts; such signs shall not exceed a maximum sign
area of 32 square feet peF sign in area and 8 feet in heioht except when
affixed to the surface of a building wall, and shall be located no closer
than 10 feet to any property line. The quantity of such signs shall be
limited to 1 sign for each lot or parcel per bulk permit issued.
The maximum height of any R P96tGF hall be limited to o
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LDC Amendment Request
ORIGIN: Community Development & Environmental Services
AUTHOR: Staff
DEPARTMENT: CDES - Zoning & Land Development Review
AMENDMENT CYCLE: 2009 Cycle 1
LDC PAGE: LDC10:151
LDC SECTION(S): 10.03.05 Notice Requirements for Public Hearings Before the BCC,
the Planning Commission, the Board of Zoning Appeals,
the EAC, and the Historic Preservation Board
CHANGE: To correct the time limit, and return language previously removed that provides for
notification to property owners, with regard to neighborhood information meetings.
REASON: Scrivener's error.
FISCAL & OPERATIONAL IMPACTS: None
RELATED CODES OR REGULATIONS: None
GROWTH MANAGEMENT PLAN IMPACT: None.
OTHER NOTES /VERSION DATE: Created January 14, 2010.
Amend the LDC as follows:
10.03.05 Notice Requirements for Public Hearings Before the BCC, the Planning
Commission, the Board of Zoning Appeals, The EAC, and the Historic
Preservation Board
B. Notice and public hearing where proposed amendment would change zoning
classification of land and for conditional uses and variances, for planned unit
development (PUD) rezoning extensions and for small -scale or other site - specific
comprehensive plan amendments. In the case of a small -scale or other site - specific
comprehensive plan amendment, an application for extension of PUD zoning status or
the rezoning of land, to include rezoning&, conditional uses and variances initiated by
other than the Board of County Commissioners or amendments to planned unit
developments, such provisions shall be enacted or amended pursuant to the following
public notice and hearing requirements by the planning commission and the Board of
County Commissioners as applicable. Small -scale or other site - specific comprehensive
plan amendments, PUD extensions, rezoning, conditional use and variance petitions
1
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initiated by the Board of County Commissioners or its agencies for county owned land
shall be subject to these provisions.
. _
10. For all petitions except for small -scale or other site - specific amendments to the
comprehensive plan, for subject properties located within the urban designated
area of the future land use element of the growth management plan, notice of the
time and place of the public hearing by the planning commission shall be sent by
the county at least-24 15 days in advance of the hearing. This notice shall be
sent by mail to all owners of property within 500 feet of the property lines of the
land for which an approval is sought; provided, however, that where the land for
which the approval is sought is part of, or adjacent to, land owned by the same
person, the 500 foot distance shall be measured from the boundaries of the
entire ownership or PUD, except that notices need not be mailed to any property
owner located more than 1/2 mile (2,640 feet) from the subject property. For the
purposes of this requirement, the names and addresses of property owners shall
be deemed those appearing on the latest tax rolls of Collier County and any other
persons or entities who have made a formal request of the county to be notified.
11. For all petitions except for small -scale or other site - specific amendments to the
comprehensive plan, for subject properties located within areas of the future land
use element of the growth management plan that are not designated urban, all of
the foregoing notice requirements apply, except that written notification must be
sent to all property owners within 1,000 linear feet of the subject property. For the
purposes of this requirement, the names and addresses of property owners shall
be deemed those appearing on the latest tax rolls of Collier County and any other
persons or entities who have formally requested the county to be notified.
Public participation requirements for small -scale or other site- specific comprehensive
plan amendments, rezoning&, PUD amendments, conditional uses, Mixed Use Projects
(MVPs), variances and parking exemptions.
2. Written notice of the meeting shall be sent to all property owners who are
required to receive legal notification from the county pursuant to subsection
10.03.05 B.10 or 11 Written notice of the meeting shall be sent to all Property
owners within 500 feet of the property lines of the land for which the amendment
to zoning is sought. The 500 -foot distance shall be measured from the
boundaries of the entire ownership or PUD. For properties located within areas of
the future land use element of the growth management plan that are not
designated urban, the foregoing notice requirements apply, except that written
notification must be sent to all property owners within 1,000 linear feet of the
subject property. For the purposes of this requirement, the names and addresses
of property owners shall be deemed those appearing on the latest tax rolls of
Collier county. The applicant shall provide written notice of the Neighborhood
Information meeting (NIM) to property owners, condominium and civic
associations whose members may be impacted by the proposed land use
changes and who have formally requested the county to be notified.
. . . . . . . . . . . .
2
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BUILDING BLOCKS I
PLAN REVIEW PERFORMANCE STANDARD
Effective January 1, 2010
The Collier County Building Department recognizes the importance of customer
satisfaction, and in order to meet our customer's needs the following Optional Services
are provided.
The Building Permit Review Standards shall apply to all internal CDES reviews for
Building Permit Applications including all trade reviews, along with any required
Zoning, Engineering, Environmental, and Impact Fee reviews, subject to previously
approved Site Plans. External reviews outside of CDES, such as Fire, Health and Public
Utilities Division, are excluded. The Performance Standard time frame begins upon
submission of the completed Permit Application and submittal package and runs until the
issuance of a comment letter or at permit approval. (Permit Submittal must be prior to
12:00 p.m. Monday through Friday with the exception of holidays) Review Standard
Guarantees requires the submission of a sufficient number of plan sets (As indicated
below) to accommodate parallel reviews.
"To request this Optional Service the permit submittal must be accompanied with a
request letter on the applicant's letterhead."
SINGLE FAMILY PERMITS
(OPTIONAL SERVICE)
Single- Family Permits (6 sets) of plans are required for New Single- Family Permits
New Residential construction reviews will be completed within 5 business days
(If longer than 5 business days 50% of the review fe e will be refunded)
COMMERCIAL PERMITS:
(OPTIONAL SERVICE)
Commercial Permits (8 sets) of plans are required for New Commercial Permits
New Commercial review will be completed within 15 business days
(If longer than 15 business days 50% of the Review Fee will be refunded)
A -126 12 -21 -2009
ALTERATIONS, ADDITIONS, AND MINOR PERMITS:
(OPTIONAL SERVICE)
a) Residential Permit Application reviews will be completed within 5 business days
(If longer than 5 business days 50% of the Review Fees shall be refunded).
b) Commercial Permit Applications requiring only a single trade review will be
completed within 5 business days
(If longer than 5 business days 50% of the Review Fees shall be refunded)
c) Commercial Permit Applications requiring only 2 or 3 trade reviews will be
completed within 10 business days
(If longer than 10 business days 50% of the Review Fee shall be refunded)
The following is applicable to all above:
Required plan sets for Permit Submittal Corrections shall be the
same as the original application for Commercial and Residential
permits.
Revisions are not required to comply with the number of plan sets
for Performance Standards. This is optional.
i • •
Bob Dunn
Building Director
A -126 12 -21 -2009
Residential
CityView Table LookupGNCon'ectionCodes
Code Description
Extended Description
P B C. 1007 chp.11 ACCESSIBILITY
All newsin,do family III ouses ,duplexes,
see II -III . or11 -
triplexes, redomarron, and townhouses
4 L 2 or 8322.11
shall provide at least one buthroom on
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habitable grade with a door that has a
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neoured 29 "clear opening or a an, mom
,meld ., the same ate opening.
Per the National AFCI
Ai fault circuits shall be located in each
Hlecric Code 210.12
bedroom. No cnmplinnce with this code
could be found no the plaris s.bmiuwl for
review
Per Florida Building ATTIC ACCESS
Attic access sha116e provided to areas that
Code Section R807
c.cccd 30 square feet and have a,annul
height of 30 inches or greater Please
indices locations of an no access(s) on floor
plan
BEAM TO BEAM
Please provide boon to beam mwchment
details (Beam Spans -wall height)
BEAM TO COLUMN
Please proivde beam to whiten attachment
details (Roof Beams).
BEAM TO GUTTER
Please provide beam in grater attachment
details
CAGE BRACING
Preose provde cage bmaing deails.
CHAIR RAIL DE' I' AILS
Please provide choir tail atmcherent details.
(screen aeclosutes).
Per Rule 90-3 D472 CO2 ALARMS
Every building for which a permit for new
eonsttucion o issued on or after 7/1/08, and
hosing a fossil - furl - burning heater or
appliance, a fireplace, of an attached gafage,
shall have un npemtional carbon monoxide
also installed whhin 10 feet of eanh ream
coed For sleeping purposes
COLUMN TO CONCRI I h
Please provide column to concrete
ansiderem details
CONCISHLE
Concrpie( itapluddie)
CONSTRUCTION LAYOUT
Plaza provide construction layout
(assembly oferaterials /shop drawings).
DESIGN PRESSURES REQUIRED
Please provide the Design Pressures far the
rcistiug opening(s) m be protaomd.
DOOR ASSEMBLY
Please provide door assembly (if
applicable)
Per Honda Bni liing EGRESS
Every sleeping nnamshall have ar least one
Code Section R310.1
operable emergency escape and mcue
opening to the ouEide
Per Florida Building EGRESS THROUGH INTERVENING
Egress from around or space shall net pass
Code Sect ion 10132 SPACES
through adjoining or intervening mama or
ince, except where such adjoining rooms or
scary , the areserved. are
not high ]rcenrd occupants. and provide a
boarniblc path ofugrtss travel w on exit
Ifgress shall oat puss through kitchen,
storage moms, closets or spaces used for
,miler purposes. An exit aneeas shall not
pass through a, au that can be lurked m
prevent gazes. Means of egress from
dwelling nuns or slneping areaz shall amI
e d(g hoNer sleeying au_os coda
or
nxrror baMmonas.
Correction list, Responsible Dept
(Reviews or inspections) (Far Review Corrections
Only)
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Residemini Plan Review
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Res dmtial Plan Review
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Florida Building
EMERGENCY ESCAPE
Emergency escape shall comply with the
Reviews Residential Plan Review
Code section Ed 10.1
Florida Building Code section R310.1
through R310. L4
through R310.1.4 for nhinimunn size
requirements and specifications. Such
opening shall open directly into a public
street, public alley, yard or court The
emergency escape and rescue opening
shall be permitted W open into a servant
enclosure, open to the atmosphere,
where a screen door is provided leading
away from the residence, Please insure
that no egresses have been
compromised.
Florida Building Code
ENERGY EFFICIENCY
Florida Ero gy Effdeney shall conform e,
doapty ❑
Florida Building Code chapter 13 The
pages pmndsd need ,, caned doe following
items for thereview pr,,a...
Flm4da Building Code
ENERGY EFFICIENCY CODE
Florida Energy Efficiency shall conform to
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choprer ❑
Florida Building Cade chapter 13. Please
pmvidethe Florida Energy Efficiency Code
for small additions for review
ENGINEERING FACES
Engineering pages for the following items
Residential Residential Plan Review
will be needed for the review process
Florida Building
FIRE SPRINKLERS REQUIRED
An aulnnhatic sprinkler system installed
Residential Residential plan Review
Code 2007, Section
in accordance with Section 903.3 shall
903 -2 7
be Provided throughout all bindings with
a Group'Te fire area
Florida Building Code
GARAGE SEPARATION
Thcgoageshall beseparated from the
Residential Residential Plan Review
Section 8309
i esidence and its attic aeaby no less than a
1/2 - inch (127 mm) gypsum board applied
to thegzrage side. Garages brec ub
habitable twins shell be sepemmd from all
habitable moms show, by no less than 5 /g" -
inch (15,9 nm0, type X gypsum board ar
equivalent the plans submitted do not
indicate compliance with this code section,
pleas, revise.
GENERATOR INFORMATION
Please provide additional iofamennon for
Residential Residential Plan Review
generator connection, including riser
diagram, generator size, KW, and connected
lead for generator
NPPA 4. 14
GENERATOR LOCATION
Gans aters should he located 5 it from
Residential Residential Plan Review
openings. Please revise
Section 903 2.7 Group
GROUP R SPRINKLERS REQUIRED
An automatic epnnklet's,run installed in
Re deroul Residential Plan Review
R
accordance with Section 903 3 shall be
provided throughout all buildings with a
Group R fm mete Please revise
GUTTER TO FASCIA
Please provide gutter to facia ottachment
Residential Residential Plan Review
details. (house)
HAND WRITTEN NOTLS
All hand written notes or changes on the
Residential Residential Plan Review
plans submitted for review shall be initialed
by the achitem /engineer closeout Please
IF PANEL ROOF
revse
Upahel or eourpaalttodits, be Beautiful .
Residential Residents) Plan Review
need. attachment to Mie ctrucmm and6 at'.-
stmetme or 0weli details
LAYOUT DISCREPANCY
Layout of 1M1 screen enelas eprov,dcd in
Residential Residential Plan Review
'lie umsounce documents, does not
oche to the site plan provided for
restew. Please daily.
Section 8303
LIGHT AND VENTILATION
Per section R303, all habitable rooms
Residential Residential Plan Review
shall be provided with a minimum
agb egate glazed area of no less than 8
percent of the floor area of such room.
Please provide.
FBC 11-4,16111-
MODEL HOMES
Pan FBC 11-4.16/11-4 23. Model Idomes
Residential Residential Plan Review
4.23.
shall provide a mininmm of one toilet
freilily with grab bars No grab ban
could be located on the plans. Please
clarify.
Florida Building
NITAI3D
Per the Florida Building Code 2007,
Reaidmhal Residnuial Plan Review
Code 2007. Section
Section 903.3.1.3 NFPA 13D sprinkler
903 3.13 NPPA 13D
systems. Where allowed, automatic
sprinkler systems in one and two-family
dwellings, shall be installed tmoughout
in accordance with NFPA 1313
NO PAGES,DE'fA1LS
No pages,laddla conforming to this
Residential Residential Plot Review
mgabamenr could be located on the plans
submitted for review. Plea a clarify.
NOT FAILURE
Please be aware that any changes to the
Residential Residential Plant Review
struewre duem nm1ficutions to meet
setbacks, will require new co rtmetion
details far the review process.
Scotian 611 of the OVER 25 PERCENT ROOF REPAIR
Pm'Section 611 afthe Existing Building
Residential Residents] Plan Review
Existing Building
Cade 2007 . `No more than 25 percent rime
Cade 2007
dotal rwf area or roof,egion of any existing
building or structure, shall be rspaired
replaced or mmvcmA in any 12 inomh
period, unless the emim mofing eysem or
mofsection conforms rtt the requirement. of
this code"
Florida Building Code PLAN REVIEW CRITERIA
Per Florida Building Code Section 1063.5.,
Resldwtial Residential Plan Review
Section 106 3 5
miummm plan ,view Infix -a for building,_
I he cxsmin.hou of the documents by the
building official shall include the follawing
mormuner vitefia and waled drawing
decumcnm A Fluor plan, site plan,
foundation plan'. flow-frof framing that tar
u ass Iayoue, and all exterior devatinns.
Florida Building Cade PRIOATEPROVIDER
Pei Iorida Building Code sec 1066, and
Residenial Residential Plan Review
six 106.6 and the
the Florida Statures see 553. The prmider
Florida Statures
inPommtion skull contain a War from the
sea 513
fee owner naming the In vale provider,
authorized representatives, name of firm,
address, phone numbs ofeach person
performing the services including a copy of
license or fanatical ion, cod proof of
men re for professional and
comprehensive liability
PRODUCT APPROVAL
Pleare provide the Florida State Product
Residential Residential Plan Review
Approval with installation instructions of the
Moral Dade Notice of Acceptunu with
iaswllamon i nstructions f rite following
product,
Florida Building Code PROTECTION OF OPENINGS
Pct Florida Building Code center R30l m'
Residential Residential Plan Review
section 8301 or 1609
1609. Opening Protection in buildings
locoed In wind -homed bris rapiers, shall
have glazed openings protected from wind -
bome debris. Electric provide method of
pmmbo. to be used
PURLIN TO BEAM
Please provide purlin to beam enrichment
Residential Residential Plan Review
details
PURIJN TO COLUMN
Please provide purlin to column attachment
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details
REROOF REQUIRED
Per Section 611. L I Not more than 25
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peoeut of the total roof urea or roof seetlon
of any existing building or sunewre shall be
repaired replaced or coverad in any 12
ouch parted unless the attire rooting
system or vif,rearn wnfome m the
Ir,mmmems of this code
ROOM DES I GNA'I'I ON
Please provide the room designation of all
Residential Residential Plan Review
r tours in the den. Please include size and
losatloar ofall windows and doers in those
SCREEN INFO
Please provide coicamic to layout (shop
Residential Re,idenlial Plan Review
drawings) fiar arre,eal placemeu.
Florida Bnflding Code SEALEDPLANS
Per Florida Building Cade Seai..IOI,Any
Rr,uEhial Residential Plus Review
Savtian 106
drawings p ,ared by the design
professional shall ba doled and baar his /her
signature under his lher misedembossed
seal
Florida Building Code SHEDS BIGGER THAN 720 S F
Per Flo.'.do Building Code section
Residential Residential Plain Review
section Pro] 1.1.2
8301.2.1 2. Shedsmrage buildings own 720
, R and not used for human hmuhamn,
shall comply with the mandatory wind -borne
debris ...pact standard tier all .]maim, of
rennr ncom. Ple r e,oce nk in iammu on.
SIDE WALL
Please provide side wall combination details
Residential Residenful Plan Review
Florida Building Code SMOKEDETECTORS
Smukedetecters shall conform mthe
Rundernal Residential Plan Review
Section 8313.1
Florida Building Code Section R313 I. The
treat bedroom on de ne root does net
amply with this renunenert. Please revise
m comply
Florida Building Code
STAIR DETAIL
Please provide a large scale dimensional
Residential Residential Plan Review
Section 1009 and 1012
detail of,handrend and risers, handrail Sc
respectively
(For Review Corrections
grespahlity, and guardrails in acesudunce
wilt florid. Building Code Section 1009
20W FBG
THIS REVIEWHAS RF.E,V
and 1012 respectively.
Florida Building Code
STAIR RISE I2
Per Florida Building Code Section l W9.6.
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Section 10096
A Flight of den, shall not have a vertical rise
2009 SUPPLEMENTS, ADOPTED RV
greater that 12 feet between flan Itvels or
Inndinge. Please revise
R311.53
STAIR TREADS AND RISERS
Smirm,ad, and riser's shall cunformm
Residential Residential Plan Review
R3l L53_ Please clarify
Florida Building Code
TERMITE PROTECTION
Please provide the ype oformine protection
Residential Residential Plan Review
Section 1093 4 ar
Code Section 1007
clearly marked on submitted plans per
100].1 Accessible Deane engines, shall
8320
Florida Building ('ode Section 109 3 4 or
be provided in accordance with Sections
8320. No form of protection has been
11 -4.13 (8), 11 -4.1.3 (9) and 11- 43,10.
itr immd nn the application orthe plans
Florida Building Code
section 1010and
section 114.
ACCESIBILITY
nnbmined for review
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1'HIS REVIEW
this re view, shall be considered incomplete
Residmuial Residential Plan Review
pending r',,ci,t oft he infomnadon
reyuened. Subsequent reviews may rcveul
additional deficiencies
Florida Statutes, F. S.
THRESHOLD BUII.DING
'Ibis building meets criteria for a
Residential Residential Plan Review
1995 5379(5)(s) &
Threshold Building as established by
F . 1995 153 71(7)
Florid. Sittings, F.S. 1995 53.79(5)(n) &
F.S. 1995 553.]1(])_ Prior to the
issuance of the pemnit for a duesbold
building the following shall be
submitted- a. Fee owner letter
scco ing the Special Inspector.
b. Copy of the credentials of the Special
Inspector.
e Structural Inspection plan from the
engineer or architect of record.
it Shoring and re- shoring plan (if
applicable).
IrBC 2004 Section
TRUSS LAYOUT
Mine provik, huss layout plans and details
Residential Residential Plan Review
23014 1 or R802.10.2
by the Ionics manufacturer in accordance with
and a seal affixed per
FBC 2104 Section 2303.4 1 or RE02. [02
su.m9n 106.1
and o sent affixed Per section 106.1.
Florida Bounding( ck,
]RUSS.STATEWNT
Per:Flgnde BUnldmg Code Sxtmn 23tY3.41
Residential Residential Plan Revicw
SeUign 23034.1
The deangd pridesamnal 9W snake a
auiement an the plasm Fields has
tin undated the buss layout pram, anther
detols, cpNfl Iod+ add rwetren bark, into `..
his/her andhdwtgrdplam6yuammg the
tole manetepmmy thi ryob another and the
data of day truss inaogral men, pima an
MIAUr arcFn¢cp¢d plane or ag9Wd0rtee
with Florida Building Code Swoon
2347,41
WOOD FLOOR FRAMING
Wood Floor Framing shall cone rat to
Residential Residential Plan Review
section R502 Pietistic provide plains from a
Design Professional for review.
Commercial
atWew izme toouvP vrecledonceae:
Melt'
Code
Description
Extended Description
correction Use
eaponsible apt
(Reviews or
(For Review Corrections
Only)
Commercial Plan Review
20W FBG
THIS REVIEWHAS RF.E,V
Reviews
PERFORMED USING THE 2007
FLORIDA BUILDING CODE WITH
2009 SUPPLEMENTS, ADOPTED RV
THE STATE OF FLORIDA ON
MARCH I. 2009.
Florida Building
ACCESIBLE MEAN OF EGRESS
Per Florida Building Code Section
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Gommerciat Plan Review
Code Section 1007
100].1 Accessible Deane engines, shall
be provided in accordance with Sections
11 -4.13 (8), 11 -4.1.3 (9) and 11- 43,10.
Florida Building Code
section 1010and
section 114.
ACCESIBILITY
Please provide handicap ramp in
accordance with Florida Building Cvide
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section 1010 end section I I -4.8.
Flontla Building Code
ALLOWABLE. MATERIALS
Per Florida Building Code Section 603.1
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Section 603.1
Combustible materials shall be pemtted
in buildings of Type I or If construction
in the following applications and m
accordance with Sections 603. 1.1
through 603, L3: Fire- retardanI In. aced
wood shall be permitted ur
o Nonbearing partitions where the
required fire - resistance rating is 2 Lours
or less.
o Nonbearing exterior walls where no
fire rating is required
o Roof construction as pamttted in
Table 601, New c. Item 3.
Florida Building Code
ANCHOR BOLT PLAN
Per Florida Building Code Section
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Section 1604.8.1
16011, the steel building nhanufacnhrer
has provided an atmhor bolt plan layout
but anchor bolt designs and dimensions
shall be provided by the deign
rofessional of ..mods.
Flontla Building Code
ANCHORAGE DETAILS
Per Florida Building Code Section
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Section 1604.8.1
1604.8.1 Anchorage of the roof to walls
and colones. and of walls and colones
to foundations, shall be Pmrlded to resist
the uplift and sliding forces that result
from the application of hire prescribed
loads.
Florida Building Code
AREA INCREASE CAf.l1LATIONS
Please revise area modified calculations pe
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Section 506.1 and re-
Flontla Building Cade Section 506 1 and re
submit calculations
submit calculations.
Building Code
AREA INCREASE INFORMATION
Please provide the area increase
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Socha
Section 503 using
using
infooddir to comply with Florida
Section turns 506
Motllficalidns 5061
Building Code Section 503 damn Section
8 B
506 Area Modifications 506.1 General.
The areas limited to '[able 503 shall be
,eomined to be increased due to frontage
( If ) and ouwntatic sprinkler system
Protection (I, I.
Florida Building Code
AREA INCREASE
Per Florida Building Code Section 504.2
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Section 5042
Automatic sprinkler system increase
Where a building is equipped througimm
with an approved ameriatic sprinkler
system in accordance with Section
9033. L 1, the value specified in Table
503 for maximum height is increased by
20 feet and the nhaxinem number of
stones is increased by one story. These
increases are permitted in addition to the
area increase in accordance with
Sections 501 and 506.3. For Group R
buildings equipped throughout with an
approved automatic sprinkler system in
accordance with Section 903.3.1.2, the
value specitiedin Table 503 Cor
maximmn height is increased by 20 feet
and the nraxinmnt number oCstorics is
increased by one story, but shall not
exceed four stories or 60 feel
respectively, please review compliance.
Florida Building Code
AREA OF BUILDING
Per Florida Building Code Section 502.1
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Section 502.1
Area of building, g -the area included
Iillhin surrounding exterior walls (or
exterior walls and firewalls) exclusive of
vent shafts and courts- Areas of the
building not provided with surrounding
walls shall be included in the building
area if such areas are included within to
horizontal projection of the roof or Boor
above. Please review.
Per Flontla Building
ATTIC ACCESS
Per Florida Building Code Section
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Code Section 1200.2
12042 attic access shall be provided to
all areas having a clear height of over
30 ". Opening shall be no less than
20 "X30 "_ a min. 30" clear beidromn
space shall be provided at or above the
access opening. Please indicate locations
o(attc access(s on floor Ian.
Florida Building Code
AMC DRAFTSTOP
Per Florida Building Code Section 717.4
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Section 717 4
draft stopping in attics shall be installed
to subdivide and spaces and concealed
roof spaces in the locations prescribed in
Sectors 7174.2 and 717.4.3.
Ventilation of concealed of ,Weds
shall be maintained in accordance with
Section 1203.2. [)lease ,view.
Florida Building Code
ACCESIBLE MEAN OF EGRESS
Per Florida Building Code Section
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Sent,., 1203.2
1203.2 Attic spaces, enclosed attics and
enclosed rafter spaces formed where
ceilings are applied directly to the
underside of roof Gaming members steal]
have cross ventilation for each separate
space by ventilating openings protected
against the entrance of rain. Blocking
and bridging shall be arranged so as not
to interfere with the movement of air A
minimum of 1 inch of airspace shall be
provided between the insulation and the
roof sheathing. The net Gee ventilating
area ,hull not be less than 1 / 150 of the
area of the space ventilated, xith 50
percent of the required ventilating area
provided by ventilators located in the
upper portion of the space to be
ventilated at least 3 feet above cave or
rumored vents with the balance of tree
required ventilation provided by cave or
eomica vents.
ACCESIBLE MEAN OF EGRESS
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Florida Building Code
AWNING ANCHOR
Awning ,hall be constructed and
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Section 160711 2 4.,
anchored to the building to support all
Section 1509 and
Section 3105
live and dead load, as specified in
Florida Building Code Section
1te L2A., Section 1609 and Section
3105. Plcase or., idc information.
Florida Building Code
AWNING FIRE RATING
Awnings sha11 comply will, Florida
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Section 31053.1.
Building Code Section 3105.3.1 fabric
NFPA 701. Per
Section 3105.1.1.1.
used for awnings or fabric- covered
frames shall meet the Flame propagation
performance critmria of NFPA 701_ Per
Section 31051.1.1. Fabric sections and
fabric - covered frames located over
public property or in areas accessible to
the general public shall be constructed so
ideal no rigid part ofsueh fabric awnings
or fame-covered frames shall be less
than 7 feet. 6 inches from tire grade
directly below, and no par of the dodo
drop shall be less door 7 feet.
Florida Building Code
ACCFSIBLE MEAN OF EGRESS
Per Florida Building Code Section
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Section 100.1 -
1007.1 Accessible means of egress shall
Sections 1141 3 (6),
11 -4 1.3 (9) and 11-
be provided in accordance with Sections
4.3.10.
11 -4.1.3 (e), 11 -4J 3 (9) and 11- 43.10.
Florida Building Code
BATHROOM ACCESIBILI'I Y
Florida Building Code Section 11 -4.11
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Section 11 -4.1.1 and
and Section 11 -R 23.2 Exception: All
Section 11-4 23 2
{
new single - family houses, duplexes,
riplcxes, nmdoornamo s, and
townhouses shall provide at (cast one
bath, no located with maximum
possible privacy, where bathrooms are
provided on habitable grade levels, with
a door Ihat has a 29° inch clear opening.
However, if only a toilet room is
provided at grade level, such toilet room
shall have a clear opening of not less 29
inches.
ACCESIBLE MEAN OF EGRESS
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FBC section 502.1
BUILDING AREA CLARIFICATION
Design professional shall provide
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definition "Area,
breakdown of building area. It shall be
building
given as total conditioned, total
unconditioned (unconditioned shall
include all exterior walkways, covered
breezeways, drive through, etc), and
total building area under roofnnder roof.
It shall also include clarification of the
area per Boor. Please note that square
footage shall be calculated in accordance
with FBC section 502.1 definition •'Area
buildin %'
Florida Building Cade
BUILDING AREA DEFINITION
Florida Building Code Section 502,1
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Section 502.1
Ares bblulding, the area included
within surrounding exterior walls (or
exterior walls and fire walls) exclusive of
vent shafts and courts. Areas ofihe
building not provided with surrounding
walls shall be included in the building
area ifsuch areas are included within the
horizontal projection of the roof or liner
above. Please review the area square
foots a calculations submitted.
Florida Building Code
BUILDING HEIGHT
Per Florida Building Code Sectiolbe
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Section 503
building exceeds the manmum
allowable height in feet for type
construction. Please note, per de
n section 502 1, building height
tine vertical distance front grade thighest
finish ed Yarn' surface in tofflat
roofs or to a point at the ahei•hPUf0.e(.ros.
roe fhavi...
Florida Building Cade
BUILDING LOCATION
Per Florida Building Code Section
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Section 106.3.5
1063.5 site drawings shall show We
location of the proposed building or
structure and every existing building or
structure can the site or lot, if more than
one building is shown please mark in
some manner the building that pertain to
this pi -
Flodda Building Code
BUILDINGS ON SAME LOT
Per Florida Building Code Section
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Section 503.1.2
503.1.2 Buildings on same lot Two or
more buildings on dtc same lot shall be
regulated as separate buildings or shall
be considered as portions of one building
if height ofeuch building and the
aggregate area of buildings are within the
limitations elf-Fable 503 as modified by
Sections 504 and 506 The provisions of
this code applicable to the aggregate
building shall be applicable to each
building,
Flolitla Sunni Code
CLARITY OF WORK
Per Florida Building Code Section
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Section 106A 1
106 IT Construction documents shall be
of sufficient clarity to indicate the
loeatimu, nature and extent of life work
proposed
Florida Bullding Cotle
CODE UPDATE
Per Florida Building Code Section 105.3
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Scene 106.3
Each application shall be inscribed with
the date of application, and the code in
effect as of that date. Please revise that
plans comply with the code in effect at
Is, lime ofa li lu-
Florida Building Code
COMBUSTIBLE MATERIAL
Per Florida Building Code 717.5
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7175
Combustibles shall not be permitted in
concealed spaces of buildings of Type I
or 11 oust racttou. Forming... embers
may be allowed to be tire remrdanl
treated wood per Florida Building ('ode
Section 603.1. Please review.
Florida Building Code
COMMON PATH OF EGRESS
Per Florida Building Code Section
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Section 1014.3
10143 common path ofegress travel. In
occupancies other than Groups I I -1_ H -2
and H-3, the common path of egress
travel shall not exceed 75 feet. In
occupancies in Groups H -1, H- 2,a aid 14-
3,file common pith ofc,e. travel shall
not exceed 25 feet, Exceptions, 'I
ka%dn ofa common path of egress travel
in an occupancy in Group B shall not be
brute than 100 feet, provided that tie
building is equipped throughout with an
automatic sprinkler system installed in
accordance with Section 903 .3.1.1.
Florida Building Cod.
CORRIDOR CONTINUITY
Per Florida Building Code section
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section 1017 5,
Ihre- re5191a I1CC -[sled corridors
shall be continuous from the point of
entry to an exit, and shall not be
interru ted 1xv intervening rooms.
Florida Building Code
CORRIDOR FIRE RATING
Per Florida Building Code Section
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Section 10171,
10 17 1 Corridors shall be fire- resislaune
rated in accordance with Table 1017.1.
The condor walls required m be tire
resistance rated shall comply with
Seclfon]O8 I — fire artilions.
Florida Building Code
CORRIDORS 30 PERSON PLUS
Corridors is serving an occupant load of
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Table 101.1
30 persons or more, please provide exit
access corridors in accordance will,
Florida Building Code Table 1017,1
Florida Building Code,
DAMAGED STRUCTURES BY FIRE
Per Florida Building Code, Existing
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Existing building
building. a Florida design professional
shall submit a report for structures
damaged by fire It shall include, but not
be limited to a) A professional review
and report concerning the nature of the
danmge.
I A sruled drawing depicting the
structural repairs, if applicable
t,1 A statement that all repairs and
rehabilitation shall be in recordace with
the current building code
Florida Building ode
DAMPERS AT FIRE PARTITIONS
Per Florida Building Code section
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section 718.6.4
716.54 duct penedcamels 111 fire
partitions shall be prourned with
approved five dampers installed in
accordance with their fisting,
Florida Building Code
DATE 8 SEAL
Per Florida Building Code Section 1061
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o n 108
Section
S
any drawings prepared by the design
professional shall be dated and bear
his/her signature under his/her
mised/embossed seal
Flontla Building Code
DISCHARGE IDENTIFICATION
Per Florida Building Code Section
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Section 1020 16
101 Discharge Identification. A
,burwuy in an exil enclosure shall not
continue below the level of exit
discharge unless an approved barrier is
provided at the level of exit discharge to
prevent persons from unintentionally
continuing into levels below. Directional
exit signs shall be provided as specified
in Section 1011.
Florida Building Code
DOOR CLEAR WIDTH
Per Florida Building Code Section I I-
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Section 11 -4.13 5 and
4.13 .5 and section 1008.11 the
section 10081.1
or inintern width of cacti door opening
shall be sufficient for the occupant load
toerio f and shall provide a clear width of
not less than 32 inches. Clear openings
of doorways with swinging doors shall
be measured between the face ofthe
door and the slop, with the door open 90
degrees. Where thus section requtresa
minimum clear width of 32 inches and 'a
door opening includes two door leaves
without a amnion, one leaf shall provide
a clear opening width o-32 inches.
Florida Building Code
DOOR SWING
Per Florida Building Code Section
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Section 1008.1.8.8
1008.1.5 R during its swing, any door in
a means of egress shall leave
unobstructed at least one-half of the
required width of an ui,le, wrridoq
passe,dway, and or landing. When fully
open, the door shall not project more
than 7" into the required width of au
aisle, comdor, passageway, or landing,
Per Florida Building
DOOR SWING 60 OR MORE
Per Florida Building Code Section
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Code Section 1008 12
10081.2 Ogress doors shall be side -
hinged swinging. Doers shall swing in
the direction ofcgress travel where
serving an occupant lead of 50 or more
arsons or a Group H recipients.
Florida Building Code
DOOR TRESHOLD
_
Per Florida Building Code Section I I-
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Commercial Plan Review
Section 114 13 B b
4.13.8 & Section 10081 6 thresholds at
Section 1008.1.6
doorways shall rut exceed'' /." in Leigh
for exterior sliding doors or Y =" for other
types ofdoors. Raised thresholds and
Boor level changes at accessible deonvays
shall be beveled with a slope no greater
than 1:2,
Florida Building Code
DRAFT STOPPING AREAS
Per Florida Building ('ode Section
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Section 717.4 3
919.4.3 draft stopping shall be installed
in allies and thacealed spaces, such as
that arty honzomal areas does not exceed
3,000 square feet.
data
DUMPSTER PERMIT
Dempster enclosure shall be pemtiaed
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se amtel
Florida Building Code
EGRESS THRU INTERVENING
Per Florida Building Code Section
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Section 1014.2
SPACES
1014.2 Egress from a room or space
shall not pass through adjoining or
intervening rooms er areas, cx,ept where
such adjoining roams or areas are
accessory to the area served; are not high
hazard occupancy and provide a
discernible path ofegress travel to an
exit. Egress shall not pass through
kitchens, storage rooms, closets or
spaces used for similar purposes. An exit
access shall not pass through a room that
can be locked to prevent egress. Means
ofcgress front dwelling units or sleeping
areas shall not lead through other
sleeping areas, toil,t rooms or
baduooms.
Florida Building Code
ELEVATOR INTO EXIT
Per Florida Building ('ode Section
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Section 1021.4
1021.4 elevators shall not open into an
exit Passage..,.
Florida Building Code
EMERGENCY LIGHT
Per Florida Building Code Sedioa
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Section 1006.2.1
1006.2.1 Emergrncy lighting facilities
shall be provided for path of have] in a
means of a press.
Floritla Buil0ing Code
ENCLOSURES REQUIRED
Per Florida Building Code Section
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Section 1020
1020.1 Interior exit stairways and
interior exit ramps shall be enclosed with
fire barriers. Ilxit enclosures shall have a
file resistance rating of not less than 2
hours when, connecting four stories or
more and not less than 1 hour where
connecting Tess than Form smries.'1'lie
number of stories connected by the shaft
enclosure shall include any basements
but not arty mezzanines. An exit
Cocksure shall not be used for any
purpose other than memo of egress
Enclosures shall be constructed as fire
banner, in accordance with Section 706
& 711 .
data
data
data
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Florida Building Code
ENGINEER STATEMENT
Per Florida Building (ode chapter 16
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chapter 16
plans submitted for review shall umfour
statement hour engineer oficcord or
statement from independent structural
engineer if engineer inflecting is no
longer available, that the method of
attachment will set affect the scoundrel
intc nity of the floor or telling slat.
FBC 2007 Section
EXIT LIGHT
Exit lighting acid signs shall be placed in
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1006
accordance with FBC 2007 Section 1006
with locations clearly indicated off Floor
or reflected ,ifiriv dire .
IF Building Code
EXIT PASSAGEWAY
Per Florida Building Code Section
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Section
Section 1021.3
1021.3 exit passageway shall be no less
than one hoar protected.
Florida Building Code
EXIT PASSAGEWAY PROTECTION
Per Florida Building Code Section
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Section 1021.4
1021A Exit passageway opening
proteetives shall be in accordance with
the requirements of Section 715. Except
as permitted is Section 402.4.6, openings
in exit passageways other than
unexposed exterior openings shall be
limited to close necessary for exit access
to the exit passageway from annually
occupied spaces and for egress from the
exit passageway. Where tntenor exit
enclosures are extended to the extend,
of a building by an exit passageway, the
door assembly from We exit enclosure to
the exit passageway shall be protected by
a tire door emnfdril to file
requirements in Section 715.4. Fire door
assemblies in exit passageways shall
comply with Section 715A T
Florida Building Code
EXIT SIGN
Per Florida Building Code Section
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Section 1006.3.1
10063.1 Exits shall be marked by an
approved sign ,caddy visible front any
direction ofexit access. Every exit sign
shall be suitably illuminated by a reliable
light source. Externally and internally
illuminated signs shall be visible in both
normal and emergency lighting.
Exception. Main exterior exit doors that
obviously and clearly are identifiable as
exits.
Flood. Building Code
FIRE DOOR 8 SHUTTER
Per Florida Building Code Section 715 4
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Section ]16.4
Fire door and shutter assemblies shall be
constructed ofauy nmmrial or assembly
nt ecllrpollent ciaterlal; that conforms to
the test requirements of Section 7153 ,
7153.2 or 915.3.3 ,ad the fire p o ccout
rating indicated in Table 715.3 . Fire
door assemblies and shutters shall be
installed in a ermane, with lire
provisions of this section and NFPA 80.
data
data
Per Florida Building ('ode Section ]08
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Fire Partitions. the following wall
assemblies shall comply with this
section. • Walls separating dwelling
units in flue same building.
• Will, separating sleeping units in
occupancies in Group R- 1.hotel
occupancies, R -2 and I - I.
• Walls separating tenant spaces in
covered mall buildings as required by
Section 4027.2.
• Coridor wads as required by Section
1016.1.
• Elevator lobby separation per 707.14.1-
• Residential aircraft hangar.
• Wall separating individual tenant
spaces.
Group B and S
Exception
In Group B and S occupancies walls
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occupancies
used to separate tenants shall not be
required
to have tlro-resislance rating,
provided no area between fire Partitions
having a I -hour fire - resistance rating
exceeds
3,000 s uare I-
FIRE RATED WALL
Please provide large -scale vertical wall
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section of the rated wall assembly
(approved by Ul, or other acceptable
testing entity) extending from finished
floor to the underside of roof sheathing
or to a rated ceiling assembly, showing
the orientation ofthc rated wall assembly
relative to trusses with no unprotected
combustible ponernami
Florida Bulldog Code
FIRE RESISTANCE REQUIREMENT
Please provide minimum fire resistance
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Table Got
of walls, partitions and opening
protective in accordance with Florida
Building Code Table 601.'The door
schedule shall reflect the required
ratings
FBC 2007 Table 601 &
FIRE SEPARATION DISTANCE
Submit information to comply with FBC
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602
2007 Table 601 & 602 fire me iswnce
rating requirements for exterior walls.
Florida Building Code
GARAGE SEPARATION
Per Plonda Building Code Section
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Section 406.1 4
406. t.4 the private garage shall be
separated from the dwelling unit and its
attic area by means of a minimum Ir
inch (12.7 nmr) 6ypmnm board applied to
the garage side. Garages beneath
habitable rooms shall be separated from
all habitable rooms above by not less
thmt 5 / 8 -inch 'Type X gypsum board or
equivalent. Door earnings between a
private garage and the dwelling unit shall
be equipped with either solid wood
doors, or solid or honeycomb core steel
doors not less than 1 3 / 8 inches (34.9
nom) thick, or doors in compliance with
Section 715.3.3 . Openings from a
private garage directly into a room used
for sleeping purposes shall not be
permitted. Doors shall be self-cluxag
and self latching,
Florida Building Code
GUARDS OPENINGS
Per Florida Building Code Section
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Section 10133
1013.3 Opening limitations, open guards
shall have balusters or omamental
perms such that a 4 -inch- diameter
sphere cannot pass through any opening
up to a beight of 34 inches. From a
height of34 inches to 42 inches above
the adjacent wat king.mrfaces, a sphere 8
inches in diameter shall not pass .
Florida Building Code
HANRAIL EXTENSION
Per Florida Building Code Section I I-
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Section 11494
4.9.4 flandrails shall extend at least 12
inches (305 mm) beyond the top riser
and at Icad 12 inches (305 mm) plus the
width of one tread bcynnd the bottom
riser. At the top, the exa hsion shall be
parallel with the Floor or ground surface.
At the bottom, the handrail shall
continue to slope for a distance of the
width of one tread from the bottom riser,
the remainder of the extension shall be
horizontal. Please review handrail to
comply with this code section.
Flonda Building Code
HORIZONTAL EXITS SEPARATION
Per Florida Building Code Section Reviews
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Section 10222
1022.2 The separation between buildings
or areas of refuge connected by a
horizontal exit shall be provided by a fire
wall complying with Section 705 or a
fire barrier complying with Section 706
and having a fire- resistance rating of not
less than 2 hours. Option, perfect, in',
horizonal exitwalls shall also comply '
with Section 715. The horizontal exit
sepamtic. shall extend vyoreally tbrouyh'
all levels of the building unless floor
assemblies are ad-2-hour Fire resistance
with no unprotected openings- j
Florida Building Code
IMAGINARY PROPERTY LINE
Per Florida Building Code Section 704.3
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Section ]04.3
for the purposes ofdon nnining the
required wall and opening protection and
roof - covering mgnircmell s, buildings on
the same lot shall be assumed to have an
imaginary line between them. Please
provide distance between buildings and
location of imaginary line.
FBC 2007 Section
INCIDENTAL AREAS
Per FBC 2007 Section 508.2 Incidental
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5082
use areas spaces which are incidental to
the main ocoopancy shall be separated or
protected, or both, in accordance with
'fable 5082.
KITCHEN LAYOUT
Please provide a layout for the kitchen
area
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FBC 2007 Section
MACHINE ROOMS
2007 Section 3006.4 elevator machine
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30064
rooms and machinery spaces shall be
enclosed with fire barriers compf ing
with section 706 or 711 having a ftrc-
resistance rating not less than the
required rating of the hoism ay enclosure
served by the machinery . Openings shall
be protected with assemblies having a
5 e- Iblistance rating not less than War
required for the hoistway enclosure
doors.
Florida Building Code
MANUFACTURED BUILDINGS
Per Florida Building Code Section 106.3
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Section 109.3 Building
Building plans approved Pursuant m
plans approved
pursuant to Section
7 6 , Florida Stwunw, and
Sectimt 553 .77(6), ,
55377(e), Florida
stale- approved ntmmfacuned buildings
Statutes
are exempt from local cedes enforcing
agency plan reviews except for
provisions of the code relating to
erection, assembly or construction at the
site. Erection assembly and conssmctlen
at the site are sub eel Ic local permits {u,
and detentions
Florida Building Code
MECHANICAL UNITS
Per Florida Building Code Section
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Section 1509 7
1509.7 Mechanical unites roof momhred
mechanical units slmll be mounted mh
curbs raised a minimiser of 8 inches
above the roof surface. or where roofing
materials extend beneath the unit. on
raised equipment supports Providing a
mininmm clearance height in accordance
with Table 1509.7. Please include
attachment details.
Florida Building Code
MEZZANINE AREA
Per Florida Building Code Section 505.2
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Section 505.2
Area limitation, the aggregate area ofa
mezzanine or mezzanines within a room
shall not exceed one -flied of the area of
that room or space in which they are
located. The enclosed portions of romps
shall not be included in a deterencome
of the size of the mom in which the
mezzanine is located III determining the
allowable reezzavine area, the area of the
mezzanine shall net be included in the
area of dm room. Please review.
Florida Building Code
MEZZANINE
Per Floritla Be drug Code Section 505 1
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Commercial Plan Review
Section 505.1
General. A mezzanine or mezzanines in
compliance with this section shall be
considered a portion of the floor below. Such
mezzanines shall not contracts to either th
building area or number of stores as
regulated by Section 503.1. The area of the
mezzanine shall be included In determining
the fire area earned in Section 702. The
clear height above and below the mezzanine
floor construction shall not be less than 7
feet
FBC Code Section 50E
OCCUPANCY CLASSIFICATION
Structures or portions ofsrrectnres shall
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be dirasified with moped to occupancy
in one or mare of the groups listed
below. Structures with multiple uses
shall be classified according to section
508. Where a structure is proposed for a
purpose which is not specifically
provided for in this code, such structure
shall be classified in die gong which the
occupancy most nearly resembles,
according to die fire safety and relative
hazard involved, Please review.
FBC section 1004.1.
OCCUPANT LOAD INFO
Please provide occupant load in
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accordance with FBC' section 1004.1.
Florida Building Code
OPENING PROTECTION
Per Florida Building Code Section
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Section 1609.1 2
1609.1.2 open... gs in estrum walls
located in the wind -home debris region
must be protected by impact resistant
windows and do by shutters.
Please provide Florida product approval
or NOA'a, approved manufacturer
specifications and installation
Instructions.
PARTITION WALL
Please provide large scale partition wall
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derail shoving type ofe ial for
training and covering to include anchor
,im clunents ands acin g_
Florida Building Code
PENETRATION PROTECTION
Design professional shall provide
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Section 712.
information aad details ofany required
protection ofpeucnatimi, to comply
with Florida Building Code Section 712.
Florida Building Code
PERMIT BY AFFIDAVIT
Per Florida Building Code Section 106.6
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Section 106.6
the building official may accept a swam
affidavit front a registered architect or
engineer stating that the plans submitted
conform to the technical codes. For
buildings and srd antes, the affulit
shall loam that the plans comfort to the
Taws as to egress, type of construction
and general anangancnt and, if
accompanied by drawings, show the
structural design and that the plans and
design. contemn W the requirements of
the technical codes as to strength,
stresses, strains, loads and stability. The
archircco or engineer who made such
affidavit agrees to suhnut m the building
official copies of inspection reports as
inspections are performed and upon
completion of the al lure, electrical.
gas, mechanical or plumbing systems a
certification that the structure, electrical,
gas, mechanical or plumbing system has
been erected in accordance with the
requirements of the teclutical wdes.
Florida Building Code
PLAN REVIEW CRITERIA
Per Florida Building Code Section
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Section 106.3.5
106.3.5 Mortmm plan review criteria
for buildings. The examinafion of the
documents by the building official shall
include di following minimum criteria
and documents: a Boor plan; site plan.
foundation plan; Iloodrooffrmning plan
or truss layout; and all exterior
elevations, a scaled dmwin g.
Florida Building Cade
POOL BARRIER
Per Florida Building Code Section
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Section 424.2.17.1,
4242.17 .1 Outdoor swimming pools shell be
complying with
provided with a banner complying with
Sections 424.2.17.1.1
Sections 424.2.17.1.1 through
through 4242.17.1.14
4242.17.1.14. The top of the barrier shall be
at least 48 Inches above grade measured on
the side of the bamer which faces away
from the swimming pool. The maximum
vertical clearance between grace and the
bottom of the border shall be 2 inches
measured on the side of the banner which
faces away from the swimming pool Where
the lop of the pool structure is above grade
the barrier may be at ground level or
Mounted on top of the pool structure. When
the banner is mounted on top of the pool
structure, the maximum vertical occurred
between the top of the pool structure and
the bottom of the barrier shall be 4 inches.
Openings in any barrier shall not allow the
passage of a 4" diameter sphere.
Florida Building Code
POOL REQUIREMENTS
Per Florida Building Code Section
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Section 424.2.17 I
424.2,17 .1 Outdoor swimming Pools
Outdoor swimming
pools shall comply with
shall comply with Sections 424.2171.1
Sections 4242.17.1.1
through 420.2.17 1.14. Please provide
through 4242.17.1.14.
additional information.
PRIVATE PROVIDER
Requirements for pencil by private
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provider. •Affidavit
stating Engineer to perform plan review
and inspections. 1,
the fee owner, affirm 1 have entered into
a contract with the Pnvale Provider
indicated below to conduct services
indicated above_
• Provide Certificate of Liability
Insurance, in the amount of $ I million
per occurrence relating to all services
performed as a private. provider.
�• Plans Examiner License (copy).
•Inspectors I cense(copy)_
• List of inspections,
Florida Builtling Code
PRODUCT APPROVAL ADDITIONAL
Product information has no impact rating
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Section 1609.1 2.
please provide shutter or missile impact
inforealio t for this assembles per
Florida Building Code Section 1609.12.
Florida Building Code
PRODUCT APPROVAL
Please provide product approval or
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Section 16091 2
notice of acceptance or engineer test
report front all authorized laboratory for
all windows and doors. Please include
manufacturer specifications, installation
instructions and method of protection,
per Florida Building Code Section
1609.1.2.
Florida Building Code
PROJECT INFORMATION
Per Florida Building (ode Sec[ion
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Section 106 3.5
101 design professional shall provide
project data information. It shall include
but not be limited to a. Type of
constn¢tion. b. 'I able 503 and 601/7602
information per Florida Building Code
c. Occupancy classification d.
Occupancy load. e. Use and occupancy
of all adjacent tenants, ti-applicable.
Floods Aressanbfltry
RAMP DETAILS
Ramps shall he desibmed in accordance
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Code for Building
with the Flonda Accessibility Code for
Construction Sect 11-
4.8 through 11 -4 8.8,
Building 0notmcten. Please refer to
Florida Building Code
Sect. 11 -4.8 thmagh 11 -4.8.8 and Florid.
Section 1010
Building Code Section 1010. Pleas,
include a large scale rang, details
shown, details.
RATED WALLS (EXISTING)
Provide a floor plan showing existing
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rated walls marked wish the IJL or equal
design. Please provide a large scale fir
each design and identify dearly the
location of new walls.
Florida Building Code
REFUSE AND LAUNDRY CHUTE
Per Florida Building Code Section
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Section 707 13.3
707.13.3 Refuse mid laundry chute
access rooms. Access openings for
refuse and laundry ,hates shall be
located in rooms or compartments
conhplelely enclosed by construction that
has u fire resistance rating ofnot less
than I hour. Openings into the access
moms shall be protected by opening
pot ives having a lire protection
rating brain less than % hour and shall
be self- clusing in sutomatic- closing upon
the detection of minor.
Florida Building Code
RESIDENTIAL R -2
Per Florida Building Code R2 are
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R2
residential occupancies containing
sleeping units or more than two dwelling
units where the occupants are primarily
pemhanent in nature, including
—Code
Apartment houses.
Florida Building
RESIDENTIAL R -3
Per Florida Building Code R3 are
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R3
residential occupancies where the
oanpants are primarily permanent ill
,,alum and not classified as R -1. R -2, R-
4 or I and where buildings do not Contain
more than two dwelling units as
applicable in Section 101.2, or adult and
child care facilities that provide
accommodations for Five or fewer
persons of any age for less than 24
hours. Adult and child care facilities thal
are within asingle- family home are
pemhitted In comply with the Florida
Building ('.de, Residential in
accordance with Section 101.2.
Florida Building Code
SHAFT ENCLOSURE FIRE RATING
Per Florida Building Code Section 707.4
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Section 7074
Shaft enclosures shall have a tire-
resisence rating of not less than two
hours where connecting four stones or
more and not less than] hour where
connecting less than four stories. "fine
number of statics connected by the shaft
enclosure shall include any basements
but not any musanines. Shag enclosures
shall be constructed as fire barriers in
accordance with Section 706- Shaft
enclosures shall have a fire- resisance
rating not less Wan the floor assembly
penetrated, but need not exceed 2 hours.
Florida Building Code
SHAFT ENCLOSUR
Per Florida Building Code Section 707.2
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Section 707.2
-
Openings through a floor/ceiling
assembly shall be protected by a shaft
enclosure complying with this section.
Florida Building Code
SIGN & SEAL
Per Florida Building Code Section 106
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Section 100
Any drawings prcpored by the design
professional shall be dated and bear
his /her signature under )its licr
raised/embossed seal.
FBC 2007 Section
SLAB REPAIR
Usage professional shall submit slab on
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1810, along with
some data per FBC 2007 Section 1910,
Section 1816 termite
along with Section 1816 termite pmmction,
protection
were slab is removed for new plumbing
Florida Building Code
SLAB THICKNESS & BARRIER
per Florida Building Code Section
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Section 1810.1
1910.1 the thinness ofenmente Boor
slabs supported directly on the ground
shall not be less than 3 1 12 inches_ A E-
mil oocass inch] polyethylene vapor
retarder with joints lapped nil less than
6 inches shall be placed between the
base colors, or subgrade and the concrete
Flour slab, or other approved equivalent
methods or materials shall be used to
retard vapor hall misman Lhnmen the
Boor slab and type of minforcensut.
Please provide the infirmhation to
comply with the code section above
mentioned.
FBC 2007 Section
SPECIALTY ITEMS
Per FBC 2007 Section 1069 plans
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Commercial Plan Revlew
1063
submitted shall have shop drawings that
are applicable to flits permit; specialty
items including, but not limited m pre-
cast concrete, curtain wall glazing
systems, light gauge steel framing,
umamental guardrails, and flour and or
roof vussea. Pee senior 1603.1.7 Special
leads that are applicable to the design of
the building, structure or portions thereof
shall be indicated along with the
specified section of this code that
addresses the special loading condition.
Please provide information.
Flonda Building Code
SPECIALTY ITEMS NOT SUBMITTED
The items requested can be submitted
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Commercial Plan Revlew
Chapter 16 .
after permit is issued upon written
request by the.1,licant,, then understand
that air inspection hold will be placed on
the permit until these items are
submitted for review as a revision Shop
drawings shall include a statement
indicating that each over have been
reviewed and included in the load
calculations by the design professional t0
comply with Florida Building Code
Chapter 16.
Florida Building Code
SPECIALTY ITEMS STATEMENT
Per Florida Building Code Section
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Section 1603.1 7
1603.1.7 Special loads that are
applicable to the design of the building,
structure or portions thereof shall be
indicated along with the specified section
of this code that addresses the spread
loading condition. Please provide u
statcnhenl that specialty ilenhs have heen
reviewed and included in the design load
by the desi 9i professional.
FBC Section 9033.1.1
SPRINKLER NFPAI3
Where the provisions .17th, Flonda
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Building Code require that a building or
portion thereof be equipped throughout
with an autoniafic sprinkler system in
accordance with FBC Section 90.1.3.1.1,
sprinklers shall be installed throughout in
accordance with NPPA 13 except as
provided in Section 903.3.1.1.1.
Florida Building Code
SPRINKLER R OCCUPANCY
Per Florida Building Code Section
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Section 903.2.7
903 2,7 Group R an automatic sprinkler
system installed in accordance with
Section 903.3 shall be provided
throughout u11 buildings with a Group R
lire area.
Section 903.3 1.1
SPRINKLER SYSTEM INCREASE
Per Florida Building Code where a
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building is equipped throughout wi th an
approved automatic sprinkler system in
accordance with Section 903.3.11, the
value specified in Table 503 for
maximum height is increased by 20 feet
and die maximum number ofslones is
increased by one story. These increases
are permitted in addition to the area
increase in accordance with Sections
506.2 and 506.3. 1 orGroup Rbuildings
equipped throughout with an approved
automatic sprinkler system in accordance
with Sector 903.3.1.2, the value
specified in Table 503 for maximum
height is increased by 20 feet and the
maxinum Incentive of series is increased
by one story, but shall not exceed four
,moos or 60 feet, respectively.
Flontla Building Cede
STAI R ANDHANDRAI L
Stairways and handrails shall comply
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. Section 1009 and 101
with Florida Building Code Section 1009
and 1012 respectively. Please provide
information.
Florida Building Code
STAIR DETAILS
Please provide a large -scale sectional
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Section 1009,Flonda
with durcin ion d details. &stair thread
Building Code
Sections 1012 and
and nsers at accordance with Florida
1013
Building Code Section 1009, handrail
detail and graspability in accordance
with Florida Building Code Sections
1012 and 1013 for wards.
Florida Building Code
STAIR LANOIN65
Per Florida Building Code Section
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Section 1009.4
1009.4 There shall be a floor or landing
at the top and bottort of each stairway.
Tlewidtl oflatdressh.fl of boles
than the width ofstairways they serve.
Every landing shall have a minintmll
dimension measured in the direction of
travel equal to the width of the stairway.
Such dimension need not exceed 48
inches where the stairway has a straight
too
Plunge Building Code
STAIR MIN. REQUIREMENTS
Per Florida Building Code Section
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Section 10093
101 Slant riser heights shall be 7
inches maximum and 4 inches minimum_
Stair tread deptls shall be I 1 inches
mininmm. Please review.
Florida Building Code
STAIR d ELEVATOR ENCLOSURE
Per Florida Building Code Section
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Section 3002.7
3002.7 Elevators shall not be in a
common shaft enclosure with a stainva .
Florida Bullding Code
STAIR SIGN
Per Florida Building Code Section
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Section 1019.17
10 19,1,7 a siy h shall be provided at cacti
floor landing in nownor vertical exit
enclosures conne'ting ... am Ihan three
stones designating the Floor level. the
lenninus oflhe top and bottom of the
stair enclosure and the identification of
the stair. The signage shall also slate the
story of, and the direction to the exit
discharge and the availability of roof
access (Foe the stairway for the fire
department The signs shall be located 5
Feet above the floor landing in a position,
which is readily visible when the doors
are in the open and close) positurds .
Florida Building Code
STAIRS PROTECTION EXTERIOR
Per Florida Building Code Section,
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Commarclal Plan Review
$BCll. n, 1020.1 a
1020.1.4 Exterior N'alls oft verti(.1 exit
enclosure shall comply with the
requirements of Section 704 for exterior
walls. Where related walls .r
unprotected openings enclose the
exterior .1 the stairway and the walls or
ep.eings are exposed by other facts of
the building at an angle of less than ISO
degrees, the building exterior walls
within 10 feet (3048 ntm) horizon tat I of
a n onated wall or unprotected opening
shall be constructed as required fora
minimum 1 -hour fire- resistance rating
with'/-hour opening protective,. This
construction shall extend vertically from
the ground to a point 10 feet above the
topmost landing of-the stairway or to the
roof line, whichever is lower.
STANDARDS FOR ENCLOSING
I. Project data shall be provided for
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LANAI'S
original structure, including but not
limited to: - Height in stories. • Type of
construction
2. Provide copy ofbalcomy section as
submitted for the original building
permit to verify ceiling heights,
construction methods and to identify the
engineer or arel itret of record.
3. Plans submitted for review shall
contain statement from engineer of
record or statement from independent
structural engineer it viainecr of record
no longer available. Wet the nretllod of
attachment of shutters, sliding glass
doors, em will not affect the structural
integrity ofthe floor or ceiling slab. 4.
Provide building elevation drawing with
unit highlighted- Ifmulti- story,clevation
shall consist o (those located above,
below and adjacent o work area for
determination ofegress purposes.
5.A complete Floor plan is required
showing existing doors, adjacent wall
spaces and shows all new electric and
sprinkler heads as requited for air -
FlondaBuildingCode
STRUCTURAL ATTACHMENT
STRUCTURAL ATTACHMEN"I'A
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chapter 18
design pmfessional shall submit the
method of attachment for all structural
members, hearing and non- bearing, in u
commercial application per Florida
Building Code chapter 16. He /She shall
alsc state that the method /details of
attachment will not affect the su acwral
Inequity fthe floor or ceiling assembly
to which it is attached and details of it
shall be included with the drl
Florida Building Code
TENANT SEPARATION
TENANT SEPARATION Per Florida
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Section 708.3
Building Code Section 908.3 in a
building or portion of 'a building ofa
single occupancy classification, when
enclosed spaces are provided for
separate tenons, such spaces shall be
separated by not less than a I - hourfnre
resistance.
Florida Building Code
TENANTS INFO
To review compliance with Florida
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section 508
Building Code sector 508 Mixed
occupancies. Please provide information
of ad'accnt tenams.
Flonda Building Code
TERMITE PROTECTION
Per Florida Building Code Section
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Section 109.34
109.3.4 Temhino building components
and building surroundings required to be
protected from teral damage in
accordance with Section 15036, Section
230413 or Section 2304.11.6,
specifically required to be inspected far
termites in accordance with Section
2114, or required to have chemical soil
neatmmnin accordance with Section
1816 shall not be covered or concealed
until the release From the building
official has been received, Please
provide the type of termite protection
clearly marked on submitted hisis
THIS REVIEW
This review shall be considered
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incomplete pending receipt of requested
and required inforhation. Subsequent
review(s) may reveal additional
defcienecs.
Florida Statute
THRESHOLD BUILDING
In accordance with Flonda Statute, any
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building which is greater than three
stories or 50 feet in bright. or which has
an assembly occupancy classification
that exceeds 5,000 square feet in area
and an occupant content of greater than
500 persons.
Florida Statute 553
TRAILERS ACCESIBILITY
The regulations goerming construction
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Florida Statute
trailers and temporary offices are den need
633025, Florida
Administrative Code
from numerous sources, Florida Statute
69A -60 (Floritla Fire
551 Florida Statute 633.025, Florida
prevention Code). and
Administrative Code 69A- 60(Flurida
the 2004 Florida
Fire prevention Code), mud the 2004
Building Code. Florida
Florida Building Code, Florida
Stat0te553
Stalute553 slates, "The following
structures are cxnnpt form the Florida
Building Code as provided by
law — temporary buildings or sheds used
exclusively for construction
purposes_enobile or modular structures
Used as'temporary offices. Except that
provisions of part II (The Florida
Accessibility Code) elating to persons
with disability shall apply to such mobile
or modular structores."'I his means at v
modular or mobile structure used as
geamorary otFc< spare reeandess afthe
location, will be ream'red to orovide tlre-
hiehestlevel ofarectsibility, it 's
macticabletop vide.
Florida Building Code
TRAVEL DISTANCE
Per Florida Building Code Section
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Section 1016.1
1016.1 Travel distance limitations. Exits
shall he so located co each story such
that the maximum Icngth of exit access
travel, measured from the most remote
point within a story to the entrance to an
exit along the natural and unobstructed
path ofegress travel, shall not exceed the
distances given in Table 1016.1.
Floritla Statutes. F.S.
data
Bonding meets criteria for Threshold
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1995 53]0(51(a) 8
Building as established by Florida
ES- 109556ing Cod
Floritla Builtling Gode
Statutes,I S. 199553]9(5 4 &P.S.
)
Section 10836
1995 553.71(7) : prior m the issuance of
e
the Fermin for a threshold building the
following shall be sabmided: per Florida
Building Code Section 109.3.6. a. Pee
owner letter selecting Special Inspector.
b. Credentials of Special Inspector. c.
Structural inspection plan from engineer
or architect record d. Shoring and Re.
shcana Man (it it moularablet.
Florida Building Code
TRUSS DETAILS
Please provide Voss layout plans and
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Section 2303 4.1
details by the mass manufacturer in
accordance with Florida Building Code
Section 2303.4.1 thcsc crostracbou
documents shall include, but not be
limited m the inRm nitimh specified
Flodtla Building Cotle
TRUSS STATEMENT
The design professional shall make a
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Section 2303 4.1.
statement on plan that he/she has
considered We gross lay out plans, anchor
details, uplift loads and reaction loads
into his an chigectural plans by naming the
truss manufacturer, their job number,
and the date of the truss manufaclarers
plans on his' architectural plans in
accordance with Florida Building Code
Section 2303.4.1.
Florida Building Code
TWO EXITS DISTANCE
Per Florida Building Code Section
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Section 1016.2.1
1015 1 1, where two or more exits or exit
access doors are required, at least two of
the exits or exit access doors shall be
placed a distance apart equal to not Less
than 'h of the length of the maximum
overall diagonal dimension ofthc
building area to he served measured in a
straight line between the nearest edge of
the exit daon or exit access doors- Phis
may be reduced to 1/3 where buildings
are protected by an approved autonhatic
sprinkler system,
FSC Section 1015.1
TWO EXITS REQUIREMENTS
Please comply with FBC Section 1015.1
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two exits or exit access doorways from
(Reviews or
(For Review Corrections
any space alhall be provided where one of
Ineeectimi
Only)
NFPA 70, NEC and
Code Emitted
the following conditions exists: The
Revolve
Electrical Plan Review
the 2004 FBC
occupant load of the space exceeds the
values in Table 1015.1. The common
path of egress travel exceeds the
limitation of section 1014.3 Where
required by section 1015 3. 10154 and
NFPA 70 NEC and
Code Edition
1015.5.
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Priced Building Code
TYPE III CONSTRUCTION
Per Florida Building Code Section 602.3
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Section 602 3
'type IF constriction exterior walls are of
nonecinnabustible materials with a minimum
fire resistance rating of hour. Please
review
UL DESIGN DETAIL
Plea a provide detail, approved by UL or
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NFPA 70, NEC and
other acceptable testing entity, for the
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file 2007 FBC
rated wall assembly to be used in this
adiplication
Flonda Building Code
VERTICAL RISE
Per Florida Building Code Section
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Section 1009.6
1009.6 A flight of stairs shall not have a
vertical rise greater than 12 feet between
NEC -220 c,code of
RESIDENTIAL LOAD CALCULATORS
floor levels or landings. Please review.
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FBC 106.3.5.
WALL DETAIL
Please provide large scale partition wall
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detail showing type of material for
NEC 220.84
MULTIFAMILY LOAD CALCULATION
framing and covering to include anchor
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ateriou'nLs ands acin g.
FBC 106.35
WALL SCHEDULE
Please provide a wall schedule with a
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large -scale vertical wall section of the
different types used and all Ul_ rated
walls. All walls required to have a fire
resistance rating shall extend from the
lop of rice Boor below to the ceding
above and shall be securely fastened
hcrem.
Florida BullUing Code
WIND LOADS INFO
]'at Florida Building Code Section 1609,
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Section 1fi09
please provide information on drawings,
including but not limited to, • Basic wind
speed, rhpb • Wind impemance factor
Applicable enclosure classifications.
Components and Cladding.
Electrical
QwY ,, Taaa: LOOaueoeco- a—COaas
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Code
Description
Extended Description
Correction Use
Responsible Dept
(Reviews or
(For Review Corrections
Ineeectimi
Only)
NFPA 70, NEC and
Code Emitted
This plan has been reviewed per the
Revolve
Electrical Plan Review
the 2004 FBC
2005 edition of NFPA 70 publication of
the National Electrical Code (NEC), and
the 2004 edition of the Florida Building
Code (FBC) with 2006 supplements:
effective Hereunder 8, 2006,
NFPA 70 NEC and
Code Edition
This plan has been reviewed per the
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lice 2007 FBC
2005 edition ofNFPA 70 publication of
the National Electrical Code (NEC) and
the 2007 edition ofthe Florida Building
Code (FBC) with 2009 supplemen LS:
effective March 1, 2009
NFPA 70, NEC and
This plan has been reviewed per the
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file 2007 FBC
2008 edition of NFPA 70 publication of
the National Electrical Code CNEC) and
the 2007 edition of the Florida Building
Code (FBC) with 2009 suppledivin,
effective July 1, 2009
NEC -220 c,code of
RESIDENTIAL LOAD CALCULATORS
Please provide a residential load
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FBC 106.3.5.
calculation per NEC-220 requisite of
FBC 106.3.5.
NEC 220.84
MULTIFAMILY LOAD CALCULATION
Please provide a multifamily dwelling
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load calculation per NEC 220.84.
FBC 106.35
LINE SERVICE
Please provide a one line drawing of the
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Electrical Plan Review
service with the wire conduit and breaker
size per FBC 106.3.5.
FBC 106.3.5
PANEL SCHEDULER)
Please provide a panel schedules) with
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wire, conduit and breaker size of each
circuit per FBC 106.3.5.
NEC- 210.52(A)
RECEPTACLE OUTLETS
I here are wallspaces in the dwelling
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unit that require additional receptacle
outlets per NEC- 210.521A). Please
NEC- 21O52(C)
KITCHEN RECEPTACLE OUTLETS
revise.
There are kitchen counter spaces that
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require additional receptacle outlets per
NEC - 210.52(0). Please provide
NEC 210 52(D)
RECEPTACLE WITHIN S FEET
Emu, is to be a receptacle outlet
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adjacent m, and within 3 feat ofthe edge
of each bath basin; Per NEC 210 52(D).
Note. see 210.8 for GFCI requirements
and provide revision.
NEC- 210.11 (c)(3)
BATH SINK RECEPTACLE
All bath sink receptacle outlets are to be
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& 210.52 EN
on at least one separate 20 amp GFCI
protected eirettit with no other outlets
NEC - 210.11 (c)(3) & 210.52 (IN
Plcase revise
NEC 210.52(8)(3)_
SMALL APPLIANCE BRANCH
There am to beat least 2- 20 amp, 125
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CIRCUITS
volt small appliance branch circuits to
serve receptacle outlets in dwelling unit
kitchens as per NEC 210.52(8)(31.
Please revise
NEC210.52(B)(1);
DINING AREA RECEPTACLE
Dining area receptacle cutlets are to be
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NEC 210.52(8)(2)
supplied by a 20 amp small appliance
branch circuit per NEC 210.52(B)f I) and
have no otlmc outlets: NEC
210.52(B)(2). Please revise.
NEC- 210.63. Note:
125 VOLT SINGLE PHASE
A 125 -vol, single phase, 15 or 20 amp
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see 210.8 for GFCI
RECEPTACLE
receptacle outlet shall be installed on the
requirements
same level and within 25 feet oCall
treating, air - conditioning, and
refrigeration equipment. As per N ?C-
210.63. Note: see 210.8 for GFCI
requirements- Please revise.
NEC 210.70
ATTIC AS STORAGE
All attic accesses used as storage areas
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are to have a switched light as per NEC
210 70 Please revise
NEC 410.8
LUMINAIRES
'['here are luminaires indicated within the
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closet Storage area as described per NEC
410.8_ Please revise
NEC210,63
AFCI PROTECTION
All branch circuits that supply 125 -volt,
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single phase, 15 and 20 ampere outlets
installed in dwelling unit bedrooms, are
to be AFC[ Protected per NEC210.63.
This is to include Smnke Detectors.
Please revise.
FBC 106.3.5, NEC
ADDITIONAL LOW VOLTAGE INFO.
The permit application indicates the
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725.82, and NEC
inclusion of security and/or Audio
725.61
systems) for review. To include the low
voltage, other than TV and telephone,
the following infnrutaton is required.
The position ofall the equipment, the
type and CL ar CM rani, oC the wire to
be used, per FBC 1063.5, NEC 72 5,82,
and NEC 725 61, and the low voltage
Conqueror shown of lire contractor'
application sheet 42. Please provide,
FBC 106.3.5
ELECTRICAL INTENT
Please provide complete electrical intent
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as required by ERIC 106.35, which
would include, but ren limited to, panel
schedule(,), riser diagram(,), and load
ealculutu n(s). and locations.
FBC 106.15 SOURCE OF POWER
REQUIREMENTS
Please provide information about the
source ofpower as required by the FBC
106.3.5:
a. Ifuew service is to be installed,
1. Supply a one line drawing of the
service and or feeder Include the wire,
conduit end breaker or floe size.
ii. Supply panel schedule(s) with wire,
conduit, and breaker size of each circuit.
III. Supply a conunercial load calculation
per FBC 1063.5 and NEC -220.
iv- Supply the available fault current, per
a power company lethef and match the
required AIC rating, with that of the
equipment NEC 110.9_ b.
It air existing service is to be used
i. Supply infnnnation to show that the
added amperage can be supplied by [lie
existing service
ii. Supply a one Tine drawing of the
service and or feeder. Include the wire,
conduit and breaker or fuse size.
iii. Supply panel schedules) with wire,
conduit, and breaker size of each
existing and new circuit
Supply a one line drawing of the service
with wire. conduit and breaker or fuse
size
Supply panel achedule(s) with wire,
conduit, and breaker sirz ofeach circuit.
a. If as existing service is to be used
I. Supply in4rmration to show that the
added amperage can be supplied by the
existing service.
ii. Supply a one line drawing of the
service and or feeder Include the wire.
conduit and breaker or fuse size.
in. Supply panel sdtedule(s) wilt wire,
conduit, and breaker size of each
existing and new circuit.
FPL /LCEC UNDERGROUND SERVICE FOR NEW per the FPI,/LCEC Service Standards
RESIDENTIAL manual'.
Underground Service for New
Residential Subdivisions (Less than 5
units per building)
FPL /LCE' will factually provide the
aeuch and backfill for all its
underground distribution facilities,
including service laterals.
Ifthis is to occur, please include a
notation to this effect, in lieu of
specifying the materials for such
Installation
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FBC106 3 i and
COMMERCIAL LOAD CALCULATIONS Supply a commercial load calculation
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NEC -220,
per FBC106.3.5 and NEC-220, separate
from the panel schedules. This is to
include the fallowing, as applicable: a.
MAIN DISCONNECT
More than 6 disconnecting handles for
Watts per sq. n- for lighting load in a
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specified occupancy- This is the
this building requires a main disconnect
minimum lighting load per NEC 220.12.
'1 Tie connected lighting load "X" shall be
used if it is larger; NEC 220.14(1)).
FAULT CURRENT LETTER
Please provide the available fault curtest
1_ighting is considered as a continuous
Electrical Plan Review
load per NEC -100 and is to be calculated
per a power company letter, and match
at 125'e, b- Each receptacle outlet is
calculated qe 180 VA's per unit, NEC
220.14 (I). An unknown number of
equipment per NEC 110.9.
receptacle collets fm office and bank
PRC 105.3.1.2
Colliding are to be calculated per table
A serviw requiring 800 amps er mere
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220,14(K). c The larger of A /('
including the indoor fan load I@ 100 %),
or A/H heating bad including the fan
sealed plan, per FB( 1053.1.2. Please
load :) 100 %, NEC 220.50 and 51. d.
NEC 250.118; NEC
All other equip wcut al 100%. e. Inch,&
revise.
The wiring nmthod Her all branch encmits
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125 % of the largest motor load, NEC
250- 122,NEC
AREAS
220,18(A). E Show window load (, 2200
VA's per linear It., NEC 220.14(6) &
are to qualify as an equipment grounding
220.43(AT g. Sig, load a( 1200 VA's
minimum. NEC - 220.14 (F) & NEC -
rentm path in accordance with NEC
NEC 220.10 and/or
COMMERCIAL LOAD CALCULATIONS Provide a commercial load calculation
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22035 and FBC
FOR EXISTING SERVICE. for the buildingservlce with
106.3 .5
certification that the exiling service is
insulated equipment grounding/boodiug
adequate to handle the additional load:
NEC 220.10 and/or 220.35 and FBC
conductor sized to NEC 250.122; NEC
10(i
NEC250.24(C)
Seri concede with ground wine wall
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pre ch, parallel neutrals, as the ttaurral is
EMERGENCY LIGHTS
Emergency lights are to be on local
bonded to the haoaf'orttrer enclosure,: the
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hatter enelo eras, and muse be banded to
lighting circuits per NEC - 7!10.12(1).
the first magus of IkKomect cnC smm,.:
per NEC 250 2A(C): Pleas. revise ( I
NEC 250.64(A)
ALUMINUM CONDUCTORS Aluminunt conductors are not to be
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installed within 18 inches of the Earth;
NEC 250.64(A). Please revise.
NEC 210$(8)(3)
COMMERCIAL KITCHEN NEC 210.8(6)(3) requires all 125 volt,
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RECEPTACLE OUTLETS single phase, 15 and 20 loop receptacles
installed in kitchens to be GFCI
protected. Please revise.
NEC 511.12
RECEPTACLES IN COMMERCIAL Ali 125 -volt 15 and 20 antp receptacles
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GARAGES in Commercial Garages installed in areas
where electrical diap astir equipment,
elwnic hand tools, or portable lighting
equipment are to be used shall have
GFCI protection for personnel; NEC
51 L 12. Please revise.
NEC 230.72.
Group the Imildvagg discmical gel
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Electrical Plan Review
NEC 230.71
NEC 230 71.
MAIN DISCONNECT
More than 6 disconnecting handles for
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Electrical Plan Review
this building requires a main disconnect
per NEC 230.71. Please revise.
NEC 1109
FAULT CURRENT LETTER
Please provide the available fault curtest
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Electrical Plan Review
per a power company letter, and match
the required AIC rating, with that oldie
equipment per NEC 110.9.
PRC 105.3.1.2
ENGINEER REQUIRED
A serviw requiring 800 amps er mere
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Electoral Plan Review
will require an engineer and a raised
sealed plan, per FB( 1053.1.2. Please
NEC 250.118; NEC
WIRE METHOD INPATIENT CARE
revise.
The wiring nmthod Her all branch encmits
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Electrical Plan Review
250- 122,NEC
AREAS
serving patent care areas (exam rooms)
517.13-
are to qualify as an equipment grounding
rentm path in accordance with NEC
250.118. That would include an
insulated equipment grounding/boodiug
conductor sized to NEC 250.122; NEC
517.13. Please rcvise-
NEC-700.12(F)-
EMERGENCY LIGHTS
Emergency lights are to be on local
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Electrical Plan Review
lighting circuits per NEC - 7!10.12(1).
Please ravine.
Florida Building CLAIRTY OF DOCUMENTS Per Florida Building Code Section too I I Reviews Electrical Plan Review
Code Section 106. 1.1 Conswaion documents shall be of
sufbcnam clarity to indoo.tu de location,
nature and extent of the work proposed.
Please provide an itemized list slating all
proposed changes to this permit. This
list shall state the chum,, and location on
the plans. All changes shall be clouded.
Rule 6 I 15 -23A01 ENGINEER SEAL
Please ensure that the Engineer of
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Electrical Plan Review
FAC
Record, embossing seal complies with
(Reviews or
the current standards outlined in Rule
61 G 15- 23.001 F.A.C. Recall that as of
Only)
410 FPC
DRINKING FOUNTAIN
January I, 2006, the amended role
requires all seals are to have the word
410 FPC
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Plumbing
"License" instead of "Certificate " -
MINIMUM NUMBER AND FIXTURE
Please provide the minimum number and
Pleaseensureall mgincering doationds
TYPE
type of fixtures required table 403.1 FPC
are sealed with a compliant embossing
,aidl.
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Plumbing
Florida ENGINEER INFORMATION
Florida Adm ilishot,e Code (FAC)
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Electrical Plan Review
Administrative Code
61GI5- 23.002 provides that the
oflunozenal drainpipe as per 9053
(FAC) 61 G 15-
Fngincer shall legibly indicate their
909 FPC
PLUMBING FIXTURES WET VENTED
23.002
name, address, and number on each
,treat. Please revise.
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Plumbing
Florida CHANGE OF ENGINEER
Please provide proper change of
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Electrical Plan Review
Administrative Code
Engineer per Florida Administrative
per 1003.3 FPC
(FAC) 61G15-17
Code (FAC) 61,515 27
11071 FPC
SECONDARY ROOF DRAINS
PENDING OTHER TRADE COMMENTS Pending positive outcome to Structural
Revlewe
Electrical Plan Review
Code comments above and/or Fire Code
drains as per 1107.1 FPC
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Plumbing
wmmeng, below.
FINAL STATEMENT 1
NOTE: There has not been enough
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Electrical Plan Review
information provided to do a thorough
evaluation. Subsequent review(,) may
reveal additional deficencho.
FINAL STATEMENT 2
NOTE: Ding to the insufficient clarity of
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Electrical Plan Review
the submitted plans, this review shall be
considered incomplete. Subsequent
review(s) may reveal additional
deficiencies. Please feel free to contact
this office if-we can be of any assistance
before submitting corrections.
FINAL STATEMENT 3
NOTE: This review shall be considered
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Electrical Plan Review
incomplete pending receipt of the
infomration requested. Subsequent
reviews may reveal additional
deficiencies.
FINAL STATEMENT 4
NOTE: The review process cannot be
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completed without the above
inunnalion. Subsequent review (s) may
reveal additional deficiencies.
ADDITIONAL ENGINEER SEAL
NOTE: The corrections and or revisions
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Electrical Plan Review
to this plan require the raised seal office
design professional:
ADDITIONAL ENGINEER SEAL 2
NOTE: This plan requires the raised
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seal of a professional Engineer.
Plumbing
ellrvvs Table. L�alpcb� .... elfe"eeaes
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Coda
Description
Extended Description
Correction Use
Responsible Dept
(Reviews or
(For Review Corrections
Inssectlansi
Only)
410 FPC
DRINKING FOUNTAIN
Please provide a drinking fountain as per
410 FPC
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Plumbing
403.1 FPC
MINIMUM NUMBER AND FIXTURE
Please provide the minimum number and
TYPE
type of fixtures required table 403.1 FPC
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Plumbing
905.3
DRY VENTS
Dry vent, most connect above center line
oflunozenal drainpipe as per 9053
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Plumbing
909 FPC
PLUMBING FIXTURES WET VENTED
Plumbing fixtures must be wet vented as
Per 909 FPC
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Plumbing
10033 FPC
GREASE TRAP
Please p ... Ida details of grease trap a,
per 1003.3 FPC
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Plumbing
11071 FPC
SECONDARY ROOF DRAINS
Please provide details of secondary roof
drains as per 1107.1 FPC
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Plumbing
Mechanical
cuyvww Tame Lookupisearrecooncoaes
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Code
Description
Extended Description
Correction Use
Inspections)
Please provide size, length and type of
(Reviews or
piping being used as per able 402 FFC
Please provide demand load ofall
Insoectionsl
6014 FMC
RETURN AIR
Return air must conform to 601A FMC
Revlewa
403.3FMC
OUTDOORAIR
Please provide outdoor air as per table
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413.3 FFC
403.3 FMC
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4033 FMC
VENTILATION
Please provide details of ventilation as
per 4033 FMC
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5046 FMC
DRYER COMPLIANCE
Dryer must comply with 504.6 FMC
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506.3.12.1 thur 3
FMC EXHAUST OUTLETS FOR HOODS
Exhaust outlets for hood must comply
with 506.3.12.1 Nora FMC
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13410 ABC. 3.52 FEC AIR HANDLERS
Air - handlers shall not be installed in attic
as per 13- 410.ABC,3.52 FEC
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Fuel
eyview Table: moxupeNCOnec000emes
hipla
Code Description
402 FFC PIPING BEING USED
FFC APPLIANCE DEMAND LOAD
4102 ITC REGULATOR I.00A I' ON
413.3 FFC TANK LOCATION
404.11 FFC PIPING BBNF.ATB BUILDING
FEMA
Hal, Tabie LaaMUpeNeomclonCWaa
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Code Description
FEMA 50 PERCENT RULE
BREAKAWAY WALL DETAILS
FEMA techrical ELEVATOR COMPLIANCE
bulletins 4 -93
61 GA
Heir wrebie InowpcNCUnechpoco4c:
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Cod. Description
61 GA AS A REVISION
Extended Description
Correction Use
(Reviews or
Inspections)
Please provide size, length and type of
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piping being used as per able 402 FFC
Please provide demand load ofall
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appliances FFC
Please provide details and location of
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reb later as per 410.2 FFC
Please provide location of lank as per
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413.3 FFC
Piping beneath building trust beslecved
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as per 404.11 FFC
Extended Description
Correction Use
(Reviews or
Insoectionsl
Please provide an elevation certificate
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for the existing building - Please note on
nhay need to provide all the
documenmtion for the FBMA 50 °b rule
Please provide details of Breakaway
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walls
Please provide the iNOmhation that this
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elevator will wmply with tiro FEMA
technical bulletins 4 -93
Extended Description
Correction Use
(Reviews or
Inspectional
When the building penint was submitted
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the architect made a statement the fire
alarm would cost less than $5000.00.
The fire alarm permit has been submitted
and the cost is $ This uterus
you must submit these plans as a
revision to the building permit before I
can approve the plans for review.
Responsible Dept
(For Review Corrections
Only)
Mechanical
Mechanical
Mechanical
Mechanical
Mechanical
Mechanical
Responsible Dept
(For Review Corrections
Only)
Fuel
Fuel
Fuel
Fuel
Fuel
Responsible Dept
(For Review Corrections
Only)
FEMA
FEMA
FEMA
Responsible Dept
(For Review Corrections
Only)
61GA
ANNUNCIATOR
If the anoumciamrpanel has control
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functions, a smoke detector is required
above the panel. Otherwisc,1. rmnain
consistent with what has been previously
accepted by tine Collier County I he
Control & Res[ne Durrices, the control
functions must be disabled and only
made accessible by the respective Fire
Control & Rescue District and
whomever they authorize.
DOUBLE DETECTOR CHECK VALVE
Please claify if there is a double detector
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check valve or post - indicating valve on
site for this building If so, please
delineate dtese and the accompanying
tamper switches on both the riser
diagram and floor plain Also,provide
wire burial detail Rothe circuitem or
the tamper swind es- Additionaliv,
delineate dm surge suppressor for the
circuit om to the tamper switches on
both the riser and Boor plan. Please
Per FAL01- 01 CCFP AUDIO VISUAL DEVICE
Per FAL01 -0I ( Cl P. An audio visual
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des ice is required to be located at the
closest comer of the building where tike
sprinkler riser and the fire department
connection is located For the mriring fire
apparatus. Please revise
PER FLORIDA ENGINEER DOCUMENTS
Per Florida Building Code 1053 Any
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BUILDING CODE
165 3
work over S5000must be si edand
b ^h
sealed by aI9ond'4 Professional
Engineer.
PER FLORIDA ALARM PLANS DUE TO SPRINKLER
Per Florida Building Code 003.4: All
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BUILDING CODE SYSTEM
sprinkler systems will be monitored per
9034
NFPA 72. There must he plans
submitted for the 61G 15A to be
reviewed Please provide.
Per NFPA 72(5.127) PULL STATIONS
Per NFPA 72(5.12.7) Manual pull
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stations are required within 5 feet of
each exit doorway. Please revise.
fit GA EXCEPTION
Please Note: If the fir Mann project
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cost is less than $5000 then a 61 G 15 tire
alarm design review is not required at
thistime. However —t notarized affidavit
will be required from the building
contractor, architect in charge, engineer
of record, fire alarm contractor or onmer
attesting the fire alarm project cost is
less than 55000. Please provide.
Rea da Boutin, Cotle CONTRACT VALUE
Please provide a copy of the signed
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104,4.1.3 (5) and
61 G15 23002 F. A. C,
[installation Contract or a nmarded
affidavit from the instilling contractor kh
verify that the Cost of the Fire alarm
system corsair: exceed a $501 If the
jab value exceeds $5001 and in
accordance with Florida Building
Code 104.4.1.3 (5) and 61C15-23.002
F.A.C,a Florida Registered
Professional Engineer must sign, date
and stamp document as provided [n s.
471.025
Florida Building Code SMOKE DETECTORS
Smhoke detectors shall conform to the
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Section R313.
Florida Building Code Section R313.
Please revise.
Florida Adminlsrative REVISED ENGINEERED DOCUMENTS 'I he engineered documents submitted do
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Code 61 a)and 006 (a
through o) and 6.B,antl
not meet the requiremhenfs ofthe Florida
7
Administrative Curie 61G15-32,009 is
though no and 5,6,and 7 for the desiSm
ofthefireaturn. Please revise and
resubmit,
Flotda Administrative FIRE ALARM DESIGN DOCUMENTS
The submitted engineered fire alight
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Code 61 G1 5-33 006
deal,, documents have been reviewed
and are not in coughace for this
building, as per the Florida
Administrative Code 61 G 15- 33.006.
Please revise and resubmit.
61GA
61GA
61 GA
61GA
61 GA
61 GA
61 GA
61GA
61 GA
61 GA
61 GA
Section 4710195, CORE COURSE COMPLIANCE
Mn has not
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61 GA
Florida Statutes
completed the required Building Code
CORE course As such, this engineer is
prohibited from filing plans for
permitting after June I, 2003 as
referenced in Section 471.0195 of the
Florida Statutes; a review of tits
electrical documents camrot be
performed. Ifthis information is
incorrect. please provide a copy of We
certificate for the CORE course
RISER DIAGRAM DETAILS
While we will accept a ri, ®r diagram that
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61 GA
indicates "typical" devices and or
appliances labor than showing every
individual device or appliance, the riser
diagram should include ALL types of
devices /appliances utilized in the fire
aiamt design by floor. Please provher,
Florida Building Code PRIVATE PROVIDER COMPLIANCE
Per Florida Building Code see.106.6 and
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61 GA
see 106.6 and the
Florida Statutes sec553, the ate
private
Florida Statutes
see 553
provider must provide the following: it
letter front tire fee owner selecting the
private provider and authorized
representulives; a copy of the
liccnce/ccnifrcate for each inspector,
plan reviewer, engincer and/or arhiteet
performing the private provider
inspections; a list of all applicable
inspections; and proof of insurance for
professional and comprehensive liability.
CD RATING
All CD rating trust be clearly marked on
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61GA
the floor plan and the riser diagram.
Please revise.
SEQUENCE OF OPERATION
Please provide a sequence of operation.
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61GA
SCOPE OF WORK
Please provide a scope of work or a
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61 GA
description ofwork to be prcfommed.
DEVICES ON RISER DIAGRAM
Please provide all locations ofdr,ce, on
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fit GA
the riser diagnanr and floor plan.
CD RATING COVERAGE
The CD rating for the desih rated areas
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61 GA
does not give adequate coverage for that
area. Please revise.
SITE PLAN
Please provide a site plan and show the
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61 GA
necessary fire alone devices
CHANGE OF ENGINEER
During this review it was observed that a
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61 GA
E Woes design pro fessional prepared
the documents- Please claifry ifyour
intent is to change the f rgnedo of
record Ifso, please or the lequirentenis
61G15 27 001
.1`6 IG 15- 27.001
INCOMPLETE REVIEW
This review shall be considered
Reviews
61 GA
incomplete pending receipt of Ore
infommtion requested. Subsequent
reviews may reveal additional
deticicncics-
61GS
C,yV¢ Tab, :Laakup0hoorrecllonCOr-
rne
Code Description
Extended Description
Correction Use
Responsible Dept
(Reviews or
(For Review Corrections
Inue ectlone)
Onlvl
Florida Administrative WATER BASED FIRE PROTECTION
please provide the State required
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61GS
Code 61 G15 -32 003 8 SYSTEM
Engineering documents congruent with
004
We FlorfAa Adnedistrative Code 61015-
320103 & .004 for "Water Hnsed Fire
1"c"'den SV9tfln9. ,
FAC 61 Of 5-32003(1) SCOPE OF WORK
Per tire FAC 61 G 15- 32.003(1), We
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61 GS
engineer shall describe in detail, the
"Nature urul Srope of Work " Please
provide
FAC 61G15 32 003 (2) ACCEPTANCE TEST CRITERION
Per the FAC 61115- 32.003 (2), the
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61 GS
engineer must identi fy the "Mceptunce
Test Criterion" I'oreach installed
system Please provide.
FAC 61 Or 5- 32003(5) STRUCTURAL SUPPORT Per FAC61G15- 32.003(5), "Saliun a( Reviews
Support and Requir'eAOpenings" for
the fire protection system shall be shown
on the engineering documents and shall
be referenced by the sVUCmral engineer
as well. Please provide the live and dead
load of the lire sprinkler system, and
have the structural engincer reference
that info in his continents as well
FAG 61GI5 -32064
Per the PAC 61 GI 5-32.004(2)(A). the
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(2)R)
engineer shall identify the "Point of
Service "as defined in 633.021 (18) of
the Florida Smade.
FAG 61G15 -32.004 (2) DESIGN CODE USE
Per the FAC 61(115- 32.004 (2) (b), the
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(b)
engineer shall identify all applicable
NPPA codes or standards to be used in
the design .Rile system. Please include
the State's carnally adopted editions
FAC 61G1532- 004(2) HAZARD CLASSI FI CATION
Per the FAC 61 G 15- 32.004(2)(,), the
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(c)
cngineer'hall identity the "Hasard
Clnsshfilulual foreacb mom ar eree to
be protected. Please Provide,
FAG 61G15 -32004 (2) DESIGN APPROACH
Per the FAC 61(;15 -32 004 (2) (d), the
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(d)
"Design Approach" cfeach separate
hazard shall include the device spacing,
system type, temperature rating, and
densities.
FAC 61G15 -32004 CHARACTERISTICS OF THE WATER
Per We FAC 6 1 G 15- 32.004 (2) be), the
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(2) (e) SUPPLY
engineer shall identify the
"Character /situ- floe Warcr Supply"
Please include the plain size, location,
dead end or circulating; ifdead mod, the
distance to the nearest circulating main,
and the minimum duration and reliability
for We mast hydraulically dmnanding
Collar Cwmty Fire. FLOW TEST
area.
Please provide a5'Flow 7esr thatlhe$
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Ordinance.
been conducted within the taste rnentis
per Calder Canty FireOrdmsereci
Please acknowledge that the static
pleasure of the flow test shall be
:extrapolated to 50pai per Calder County':
Fire Ordh v
FAG 61 G 15-32 004 (2) VALVI NG AN D ALARM
Per the FAC 61 G 15- 32.004(2)(1 the
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ph
engfnce, shall identify all "Val +ing and
Anna" requitement,- Please provide.
FAC 61G15 -32004 (2) MICROBIAL INFLUENCED
Per the PAC 61615- 32.004 (2) (I), the
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(h) CORROSION
engineer shall make masonable effiarism
identify water supplies that could lead to
AficroGinl 1mf7ue,oerf Carraslam- Such
efforts may consist ofdiscussions with
the water purveyor, and/or ere l it-mial,
familiarity with conditions in the local
area, or laboratory tc ting of water
supplies. When conditions are found
III nhay resultit, MIC comamination of
the fire protection piping, the engincer
shall desiy r corrective pleasures. Please
FAC 61G15- 32.004 (2) BACKFLOW AND METERING
revise
Per the FAC 6 1 G 15- 32.004 (2) (1), the
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(I) SPECIFICATIONS
engineer shall provide the "DacAJlom
and Metering Specfcarlons" with
details ineluding npe, noun allowable
Pressure drop. Please revise.
FAC61GIS32. 004(2) PERFORMANCE SPECIFICATIONS
Per the FAC 61 G 15- 32.004(2) Q). the
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U)
engineer, shall identify "QaaGry and
Performance Speo/lcnuoms" forall
yard and interior fire protection
componenm. Please provide.
FLANGE DETAILS
Please provide a flange connection
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elcvatioh detail with the location ofthe
above ground Mange in relationship to
the building that it serves.
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61 G5
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Pools
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mlp
Code
61GS AS REQUIRED
Response indicates that the fire sprinkler
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61 GS
documents will be filed under a separate
(Reviews or
(For Review Corrections
ANSI /APSP -] 2006
FRANCE DRAIN PIPING
cover and permit The fire sprinkler
Immectlonsl
Review
Only)
Plumbing
standard
shop drawings will require a separate
permit but the fire sprinkler engineering
ANSI/ APSP -7 2606
GRATE
documents are required at the time ofthe
Review
Plumbing
buddingpermit Thebuildingperent
PUMP CURVES
will not be issued unBl the fire sprinkler
Rev.
Plumbing
HORSE POWER OF PUMP
engineering documents listed above are
Review
Plumbing
approved. Please provide.
61GS EXCEPTION
Please provide wifiar lanon about anyl s
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61 GS
work beiad dole; mthe apriplder, system,
(to) sprnkler moved a added evltless
flour, 49 heads be affected
PROPER PROCEDURE FOR
L Party holding building permit must
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61 GS
CHANGING ENGINEER OF
notify existing engineer and county by
RECORD
letter.
2. Letter to existing engineer shall be
sent certified.
3, existing engineer may or may not
acknowledge change.
4. New engineer most start over on all
emginec al,
5. File for revision to original budding
permit
Handicap
C11yVIew Taele Lookul>GNCOrrecigneodee
Xelp
Code
Description
Extended Description
Correction Use
Responsible Dept
fiteviews or
(For Review Corrections
11 A.13 (10) (a) FHC
Drinking fommains most comply with 11-
Ineoectionsl
Only)
DRINKING FOUNTAINS
4. L3 (10) (a) FHC. Please revise.
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Handicap Review
114.175 FHC
Doors cannot swing into the clear floor
space ,fully fixtnees as per I I -4.175
CLEAR FLOOR SPACE OF FIXTURES
FHC Please revise.
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Handicap Review
11- 4.16.4 FHC
Grah bars shall comply with 11 -4 16 4
GRAB BARS
FI IC. Please revise.
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Handicap Review
114162 FHC.
Clear floor for W. C. space shall be as
CLEAR FLOOR FOR W .
per 11-416.2 FHC,
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Handicap Review
11- 4.18.3 FHC
Clear Floor for Lavatories space shall be
CLEAR FLOOR FOR LAVATORIES
as per 11- 4.19,3 FHC. Please revise.
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Handicap Review
11- 4.18.3 FHC
Clear Door for Urinals space shall be as
CLEAR FLOOR FOR URINALS
per 11 -4,18 3 FHC Please .vise.
Reviews
Handicap Review
11- 4.20.2 FHC.
CLEAR FLOOR FOR SPACE BATH
Clear Door for space Batt nubs shall be
TUBS
as per I I- 4.20.2 FHC. Please revise.
Reviews
Hantlicap Review
11- 4.135FBC
ALL DOORS
All door limit annply with code section
11- 4.13.5 1 P . Please revise.
Reviews
Handicap Review
Pools
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mlp
Code
Description
Extended Description
Correction Use
Responsible Dept
(Reviews or
(For Review Corrections
ANSI /APSP -] 2006
FRANCE DRAIN PIPING
µ5D branch drain piping confomr to 44
Immectlonsl
Review
Only)
Plumbing
standard
ofdre ANSI /APSP -7 2006 standard.
Please provide.
ANSI/ APSP -7 2606
GRATE
(irate nmst comply with ANSI/ APSP -7
Review
Plumbing
2006 standard. Please revise.
PUMP CURVES
Please provide Fund, curves.
Rev.
Plumbing
HORSE POWER OF PUMP
Please provide horse powerofpmnP.
Review
Plumbing
Fire
CiryView Table: LookupGNCerreclionCodes
XeW
Code Description
Extended Description
Correction Use Responsible Dept
(Reviews or (For Review Corrections
Iaspeclimed Only)
NFPA 96 (2004 Commercial Hood Systems
Please provide details ofthe construction
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edition) 4.2 Clearance from wall
of the walls adjacent to the hood so
compliance with required clearance fiom
combustible or limited combustible
surfaces can be determined.
NFPA 96 (2004 Commercial Hood Systems up to
Please provide section showing
REVIEWS
edition) 42 Roof
hood/exhauat duct up through to roof top
termination and provide duct length up
through rooftop termination.
NFPA 96 (2004 Commercial Hood Systems
Please provide a floor plan layout
REVIEWS
edition) 42 location
showing the location of the hood in
relation to other
equipmenUfurnitnreicabinets ,etc.so
compliance with required clearance fiom
combustible /limited combustible
surfaces coo be determined.
NFPA 96 (2004 Commercial Hood Systems
NFPA 96 (2004 edition) 6.2. IF flm
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edition) 6.1 I. I then Dimensions
62.L5.- Please provide dimensions
6.2.1.5.
between top ofcooking appliances and
grease cemmal devices to verify
compliance.
NFPA 96 (2004 Commercial Hood Systems
Provide scaled roof top plan showing
REVIEWS
edition) 7 g Distances between Ducts
dislances between exhaust duct, intake
duct, eta to verify compliance.
NFPA 96 (2004 Commercial Hood Systems
Provide specification elects or drawings
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edition) Chapter 7 Specifications /Drawings
in compliance with NFPA 96 on the
clean art doors-
NFPA 96 (2004 Commercial Hood Systems
Multiple ducts shall not be permuted in a
REVIEWS
edition) 775.2 Multiple Ducts
single enclosure unless acceptable to the
authorityliavingjurisdiction. Please
Provide documentation in writing from
the local jurisdictional fire marshal that
it is acceptable to have the multiple
exhaust ducts in the shaft.
NFPA 96 (2004 Commercial Hood
'fenninatiou ofthe cxhauat shall be
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edition) TS2 SystemsTermination of Exhaust
mountain o140 inches above the roof:
NFPA 58 (2004 LPGPermits - Containers
Containers installed outside buildings.
REVIEWS
edition) 631
wliethe, of the portable type replaced on
a cylinder cwhangc basis or pemnnenty
installed and refilled at the installation,
shall be located with respect to tine
nearest Container impotent building,
group of buildings, or line ofadoining
property that eau be boilt upon, in
accordance with Table 6.3.1. Fable
6.4.2, Table 6.4.5.8 and 6.32 through
6.3.12.
NFPA 58 (2004 LPGPermits - Cylinders
Cylinders shall be installed only
REVIEWS
edition) 6.6.2.1
aboveground and shall be set upon a firm
foundation, or mherwise fimily secured.
'fire cylinder shall not be its contact with
the soil, Please provide iefomhatiou on
foundation cylinders are set upon and tic
down detail.
NFPA 58 (2004 LPGPermits - LP Gas Containers
Y -Gas containers or systems of which
REVIEWS
edition) 6. 6.1 .2
they are a part shall be protected from
damage from vehicles. Please show the
distance front traffic and provide
protection bollards (if required).
NFPA 58 (2004 LPGPermits -ASME Confider
ASME container assemblies listed for
edition) 6 6.6.1 Assemblies
mnderground installation, including
interchangeable aboveground -
underground container assemblies, shall
be installed underground in accordance
with 6.6.6.1(A) trough 6.6.6.1(L).
Please provide burial detail.
Fire Alarm Monitoring -Only
Specification sheets are required for
REVIEWS
permits - Specification Sheets
EACH fire alamh conhponent relative to
this scope of work, but were not
Provided . Please provide.
Fire Alarm Monitoring -Only
9'he "muline plan" of tire building with
REVIEWS
permits - Outline Plan of the
the corresponding cutters, as required in
Building
the Fire Alamt System Monitoring Only
Plan Checklist itemK1 I, was not
provided Please provide.
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
Fire Alarm Monitoring -Only
l'be "block diagram' of the fire alarm
permits- Block Diagram
monitoring system with the
corresponding entena, as required in the
bulleted items in Fire About System
Monitoring Only Plan Checklist
nemll 12, was not provided. Piea-c
Provide
Fire Alarm Monitoring -Only
The "battery calculations" for the
permits - Battery Calculations
existing FACP (fire alai in control panel),
as required in the Fire Alamt Sysmnn
Monitoring Only Plan Checklist
item016. was not provided. Please
provide.
Fire Alarm Monitoring -Only
With mspcct to the Monitoing Company
permits - Monitoring Company
Information Four (MCIF) submitted
Iof..Form
copies ofthe current UL Certificate and
the current Florida license for the olfsat
000ituring tympany are required to be
provided, hot we a not Please provide.
Sprinkler Monitoring Fire Alarm
Specification sheets are required for
System permits Specification
EACH fire alarm component relative to
Sheets
this scope ofwork, but were not
provided. Please provide.
Sprinkler Monitoring Fire Alarm
Inconsistency between the information
System permits Inconsistency
provided in the Plan Checklist and what
is delineated on the plan submittal
drawings. Please revisit both docununts
and ensure parity between the E,u
Sprinkler Monitoring Fire Alarm
Where is the POC location in relation to
System permits FDC Location
the fire sprinkler riser location' In
accordance with the Collier County Fire
Prevention and Pomi,et ur Code Policy
and Procedures Article FAL01 -01,' In a
sprinkled building. an audio /visual
appliance should be located near the
comer of the building closest to the fire
sprinkler user, so as to assist crevice fire
apparatus in locating the user and the
fire deparmhent connection, If this is not
able to be accomplished by one outside
audio /visual appliance, it is not the intent
of firs policy and procedure to preclude
the need for additional appliances, to
assist in both these objectives, nor in
Imbuing or eliminating the need of the
local AHJ tu assist in its effective
location' Please correct.
Building Block A- Sprinkler Monitoring Fire Alarm
Separate fire alarm permits are required
101 System permits Installation or
for the installation of the sprinkler
Sprinkler Monitoring
monitoring fire about system as well as
for the monitoring of such a system,
whcthcr or not the work is performed by
the same contractor. See Building Block
A -101, which became effective October
1, 2007
NFPA 72 (2002 ed.), Sprinkler Monitoring Fire Alarm
It is understood that long distance
sections System permits Long Distance
teleplhone service is used and therefore,
8.5.3.2.1.5(1) and Provider
the second means of transmission
8,53,11 5o)
telephone number shall he provided by a
di fferent long distance service provider
in accordance with NFPA 72 (2002 ed),
sections 8 5 3215(1) and 8.5.32.15(6)_
But as those separate long distance
carriers are not established at this time,
please provide a letter acknowledging
there will be compliance, with the
aforenu ntiuned code sections and that it
is understood conhphanee will be subject
to final approval by the local AHJ and
prior to the issuance of the Notice of Fire
Compliance.
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Sprinkler Monitoring Fire Alarm to remain consistent with what the
System permits FACP and Dialer Collier County Fire Districts require, the
FACE and dialer (if capable) shall
hansmit four signals (an alarin signal, a
supervisory signal, a potable signal and a
distinctively differen watertlow alarm
signal) m the offate incaution,
company_ Please clarify in Scope of
Work or Sequence of Operations for
bath designs.
NFPA 72 (2002 cd,) Sprinkler Monitoring Fire Alarm As it was indicated the FACP is to be
4.4.1.4.1 through System permits FACP Air-
Inonsed in an air - conditioned enclosure,
4.41.44. Conditioned Enclosure
please note the provisions for the
'- primary power' connections to co iply
with NFPA 72 (2002 ed.) 4.4.1.41
through 4.4.1.4.4. (i.e. dedicated branch
circuit which is mechanically protected,
circuit isconnect means marked in red
- accessible to authorized personnel only
-and identified as FIRE ALARM
CIRCUIT. location ofcircait
disconnecting means identified at FACU,
and overenrent protection provided.)
SHALL ALSO he applicable to air
conditioning units (such as "window -
shakers" or the self -contained unit, in
the NEMA' type IV enclo ... wo
specifically installed to ,apply artificial
endifio ung to the space occupied by
the FACU in code, for FACU to meet the
operating parameters ol'4- 4.4.1. Include
language on plans to show compliance
with this.
Single Family Fire Alarm System
Specification sheets are required for
permit: Specification Sheets
EACH fire alarm component relative to
this scope ofwork, but were not
provided- Please provide.
Single Family Fire Alarm System
hnconsistency between the attenuation
permit: Plan Check inconsistency
provided in the Plan Checklist and what
is delineated on the plan submittal
drawings. Please revisit both document,
and ensure parity between the two.
NFPA 72 (2002 ed.) Single Family Fire Alarm System
Smoke detectors are required to be
sections I 1 831 permit: Smoke Detectors
located and spaced in accordance with
tluough 11.81.5
NFPA 72 (2002 ed.) sections 11.83.1
through 11.83.5- Please provide details
of the cetling configuration(,) and smoke
detector locations) demonstrating
compliance with the aforementioned
Code sections.
New Intelligent Fire Alarm System
Specification sheets are required for
permit - Specification Sheets
EACH fire alarm component relative to
this scope ofwork, but were not
provided, Please provide.
New Intelligent Fire Alarm System
Inconsistency between the infbmnatiou
permit - Plan Check Inconsistency
provided in the Plan Checklist and what
is delineated on the plan submittal
drawings- Please revisit beth doanments
and ensure parity between the two.
New intelligent Fire Alarm System
Inconsistency between floor plan and
permit- Floor Plan & Riser
riser diagram in how devices/appliances
Inconsistency
are delineated.
NFPA 72 (2002 ed.) New Intelligent Fire Alarm System
With respect to the smoke and beat
Chapter 5 permit - Smoke & Heat Detector
detector locations, please provide a
derail delineating cetling heighgsl and
ceiling configuration(,), and the intended
uummatic detector nomaing location for
EACH respective space (where ml
typical) where these detectors are
proposed. Ensure compliance wish the
spacing and location requirement,
pursuant m NFPA 72 12002 ed,) Chapter
5,
REVIEWS
REVIEWS
FIRE
FIRE
REVIEWS FIRE.
REVIEWS FIRE
REVIEWS FIRE
REVIEWS FIRE
REVIEWS FIRE
NFPA 72 (2002 ed -) New Intelligent Fire Alarm System Please provide the smoke detection
sections 57.1.1. permit- Smoke Detection Design design documentation - stating the
A 5.7. 1A or 5 7 1.3
required performance objective of the
and A 5 713.
system -as required by NFPA 72 (2002
ed.) sections 5.7.11, A.5.7,1,1 or 5.7.1.3
and A, 57A.3.
NFPA 72 (2002 ed.)
New Intelligent Fire Alarm System Please provide the heat detection design
sections 5 6.1.1,
permit - Heat Detection Design documentation - smting the required
A.5.6.1.1 or 5.6.1 3
performance objective of the system - as
and A.5.6.1.1
required by NFPA 72 (2002 ed _I sections
5.6.1.1, A5.6.1.1 or 5.6.1.3 and
A 5 61.3_
NFPA 72 (2002 cd)
New Intelligent Fire Alarm System The notification appliances in their
sections 7 5.4.1.1
permit- Appliances proposed orientations and candela
tlrrcagh 7.5.4.1.5.
intensities do not provide adequate
visual notification wvemge pursuant to
NFPA 72 (2002 ed) sections 7.5.4.11
through 7.5.4.1.5- Please correct.
NFPA 72 (2002 ed.)
New Intelligent Fire Alarm System With respect to the notification appliance
Chapwr7
permit - Notification Appliance locations, please provide a detail
Locations delineatlng ceiling height(s)and ceiling
ou figuration(s), and the intended
notification appliance mounting locution
for EACH respective space (where not
typical) where these appliances are
proposed Ensure compliance with the
spacing and location requirements
New Intelligent
pursuant to NFPA 72 (2002 ed) Chapter
permit - Double
7.
New Intelligent Fire Alarm Sisumn linable to follow each respective circuit
permit?
`. with the revised design that was
presented. Floor plan shall show the
prob essimr and sequence of
devices/ appliances for each IDC, SLC
and NAC Need to be able to follow
each circuit from its originating point on
We FACP _.to each device and
appliance on that respective floor
enumerated by the respective circuit and
sequential device /appliance number( e. g.
first device on zone I may be reflected
as Zl -PI or Zl -I and the second device
-' on aone 1 may be Z I -P2 or Z 1 2, and
first appliance ou NAC I may be N I - I
ate.) —and then where each respective
circuit rises to the Door above and
- continues its proyrtession to each of the
respective devices /appliances —and
finally where each respective circuit
ends. Eaume mting each circuit by their,
- respective circuit number followed by
somessive device /appliance numbers on
the Point-to-point wiring layoul (font
FACP to EOL) on the floor plans should
satisfy the requirements outlined above.
New Intelligent
Fire Alarm System Is there a double detector check valve or
permit - Double
Detector Check post indicating valve on site for this
Valve
building" Ifso, please delineate these
and the accompanying tamper switches
on both the riser diagram and floor plan_
Also, provide wire Initial detail for the
cicuit out to the tamper switches
Additionally, delineate the surge
soppreasor for the circuit out to the
tannper switches on both the riser and
floor plan.
RFVIFWS FIRE
REVIEWS FIRE
REVIEWS FIRE
New Intelligent Fire Alarm System Please provide HVAC mechanical
permit- HVAC Mechancial
drawings and specifications so that a
Drawings & Specifications
detcmtination ofcompliance with NFPA
90A and FBC section 606 can be made.
NOTE: if AHU, OA units, MAU units,
ERN units, VAV units, etc, are
interconnected via ductwork and each
have Pen units, then, typically they are
considered part of the same air
distribution system and the summation
of their individual capacities are
considered, and ftheir total
(summation) capacity exceeds 2000efin,
smoke dun detect.,, are requited to _shut
down each fan unit
New Intelligent Fire - FDC
Where is tie FDC location in relation to
Lootion in relation to the Fire
the fire sprinkler riser location? In
Sprinker Riser
accordance with the Collier County Fire
Prevention and Protection Code Policy
and Procedures Article FAL0I -01, "In a
sprinkled building, the audio /visual
appliance should be located near the
curter of the building closest to the fire
sprinkler riser, so as to assist arriving fire
apparatus in locating the riser and the
fire departnhent connection. If this is tut
able to be accomplished by one outside
audio /visual appliance- it is not the intent
ofthis policy and procedure to preclude
twitted IDr additional appfiaaces, to
assist in both these ebjecHves, nor in
limiting or eliminating the need of the
local AHJ to assist in its effective
location.' An additional outside
wea lice proof appliance may be required
New Zoned Fire Alarm System
Specification sheets are required for
permit- Specification Sheets
EACH fire slant component relative to
this scope of work, but were not
provided. Pleaseprovide.
New Zoned Fire Alarm System
Inconsistency between the information
permit- Plan Check Inconsistency
provided in the Plan Checklist and what
is delineated on the plan submittal
drawings. Please revisit both documents
and ensure parity between the two.
New Zoned Fire Alarm System
Inconsistency between floor plan and
permit- Floor Plan & Riser
riser diagram in how the Zones are
Inconsistency for Zones
141eled/eumnerated.
New Zoned Fire Alarm System
Inconsistency between floor plan slid
permit- Floor Plan & Riser
riser diagram in how devieseapplianres
Inconsistency for
are delineated.
Devices /Appliances
NFPA 72 (2002 ed.) New Zoned Fire Alarm System
With respect to the smoke and heat
Chapter 5 permit- Smoke & Heat Detector
detector locations, please provide a
Locations
detail delineating ceiling height(s) and
ceiling configuration(s), and the intended
automatic detector mounting location for
EACH respective space (where not
typical) where these detectors are
proposed. Ensure compliance with the
spacing and location requirements
pursuant to NFPA 72 (2002 ed.I Chapter
5,
NFPA 72 (2002 ed.) New Zoned Fire Alarm System
Please provide the smoke detection
sections 5.9.1.1, permit- Smoke Detector Design
design docunhcreation - stating the
A5,7. If or5.7.1.3 Documentation
required performance objective of the
and A.57A3_
system -aa required by NFPA 72 (2002
ed.) sections 5.7.1.1, AS 7 1.1 or 5.7.1.3
and AS.7 13.
NFPA 72 (2002 ed.) New Zoned Fire Alarm System
Please provide the ],cat detection desiy t
sections So,1 1, permit- Heat Detection Design
documentation - slating the required
A.5.6.1.1 or 5.6.1.3
perfonnume objcetive of the systenn - as
and AS6.13
required by NFPA 72 (2002 edJ sections
5.6. L I, A- 5.6.1.1 or 5.6 .13 and
A 5 6.13.
REVIEWS FIRE
REVIEWS FIRIi
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REVIEWS FIRE
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NFPA 72 (2002 ed.) New Zoned Fire Alarm System 'flue notification appliances in their
sections 7,5A, L1 permit - Appliances adequate visual proposed orientations and candela
through 7.5 -4.15. notification coverage intensities do not provide adequate
visual notification coverage pursuant to
NFPA 72 (2002 ed.) sections 7.5.4.1.1
through 75.415. Please correct.
NFPA 72 (2002 ed I New Zoned Fire Alarm System With respect to the notification appliance
Chapter 7. permit- Appliance Locations locations, please provide a detail
delineating ceiling heights) and ceiling
eonfigurmion(s), and the intended
notification appliance mounting location
for EACH respective space (where not
typical) where these appliances are
proposed- Ensure cenhpliance with the
spacing and location requirements
pursuant to NFPA 72 (2002 cal.) Chapter
7,
New Zoned Fire Alarm System Unable to follow each respective circuit
permit- Progression sequence of with the revised design that was
devices /appliance
presented- Floor plan shall show the
Progression and sequence of
devices /appliances for each IDC and
NAC Need to be able to follow each
circuit from its originating point on the
FACE _ to each device .,it appliance on
that respective floor enunherated by the
respective vuena and sequential
device/appliance number (eg. first
device on zone 1 may be reflected as ZI-
PI or Z I and the second device on
zone 1 may be ZI -P2 or ZI -2, and first
appliance on NAC 1 may be NI -I
etc.) ..and then where each respective
circuit rises m the floor above and
continues its progression to each of
respective deviws/appliances_.and
Finally where each respective circuit
ends. Enumerating each circuit by their
respective circuit nmmber followed by
successive device/appliance numbers on
the point -lo -point wiring layout (from
FACP to FOL) on the floor plan, should
satisfy the recourn,ents outlined above.
New Zoned Fire Alarm System
Is there a double detector check valve or
permit- Double Detector Check
poet - indicating valve on site for this
Valve or Post - indicating Valve
building? Ifso.pleasedeliveatedhese
and the accompanying tamper switches
on both the riser diagram and floor plan.
Also, provide wire burial detail fur the
circuit cut to the lauh per switches-
Additionally, delineate the surge
suppressor for the circuit out to the
tamper switches on both the riser and
floor plan.
New Zoned Fire Alarm System
Please provide IIVAC mechanical
permit- HVAC Mechanical
drawings and specifications so that a
Drawings
determination of compliance with NFPA
90A and FBC section 606 can be made.
NOTE it AHU, OA units. MAt units.
ERV units, VAN units, etc are
interconnected via duct work and each
have but units, theah, typically they are
considered part of the sane an
distribution system and the summation
oftheir individual capacities are
considered, and if their total
(summation) capacity exceeds 2000efm,
make duct detectors are required to shut
down each Can unit,
REVIEWS FIRE
REVIEWS FIRE
REVIEW'S
REVIEWS
REVIEWS
FIRE
FIRE.
FIRE
New Zoned Fire Alarm System
permit- FDC Location to Fire
Sprinker Riser Location
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit: Not
Adequately Addressed
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit: Checklist
Not Provided
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit:
Specification Sheets
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit Plan Check
Inconsistency
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit: Floor Plan
& Riser Inconsistency
Existing Fire Alarm Rehabilitation
(existing Fire alarm system
augmentation) permit:
Notifications Appliance Locations
Existing Fire Alarm Rehabilitation
(existing fire alarm system
augmentation) permit: Smoke &
Heal Detector
Where is the FDC location in telaion to
the fire sprinkler riser locaio,,? In
accordance with the Collier Courtly Fire
Prevention and Protection Code Policy
and Procedures Article FAL01 -01. "In a
sprinkled building, the audiovisual
applimace should be located near the
comer of the building closest to the fire
sprinkler riser, so as to assist an'iving fire
apparatus in locating the riser and the
fire deparbnent connection. If this is not
able to be accomplished by one outside
audiovisual appliance, it is not the intent
of this policy and procedure to preclude
the need for additional appliances, to
assist in both dhcsc objectives, our in
limiting or eliminating the need of the
local ALL to assist in its effective
location." An additional outside
weatherpmofappliance may be required.
All items in the [ isting Fire Alarnt
Rehabilitation Plan Checklist were not
adequawly addressed. Please revise and
correct the following.
The specific criteria requested in item 149
o'Existing Fire Alarm Rehabilitation
Plan Checklist were not provided.
Please revisit the requirements and
provide.
Specification sheets arc required for
EACH fire alarm component relative to
this scope ofwork, but were not
provided. Please provide.
Inconsistency between the information
provided in the Plats Checklist and what
is delineated on the plan submittal
drawings. Please revisit both documents
and ensure parity between the two
Inconsistency between Foot plan and
riser diagram in how devices /appliances
arc delineated.
With respect to the notification appliance
locations, please provide a detail
delineator, ceiling heighgs) and ceiling
configuration(s), and the intended
notification appliance mounting locution
for EACH respective space (where not
typical) where these appliances are
proposed. Ensure compliance with the
spacing and location requiremelu
pursumht to NFPA 72 (2002 ed.) ('baiter
7.
With respect to the snicker and heal
deteemr locations, please provide a
detail delineating ceiling height(s) and
ceiling configurationolf and the intended
anmmatic deteemr momhting location for
EACH respective space (where not
typical) where these detectors am
proposed. Ensure compliance with the
spacing and location requirements
pursuant in NFPA 72 (2002 edI t Inapter
5.
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REVIEWS FIRE:
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FIRE
Existing Fire Alarm Rehabilitation Please provide HVAC mechanical
(existing tire alarm system
drawings and specifications so that a
augmentation) permit: HVAC
determination ofcompliince with NFPA
Mechanical Drawings
90A and ERIC section 606 can be made.
NOT if AHU, OA units, MAU units,
ERV units, VAV units, etc, are
interconnected via duct work and each
have fan units, then, typically they are
considered part oftbe same air
distribution system and the summation
oftheir individual capacities are
considered, and iftheir total
(summation) capacity exceeds 2000cfin,
. mkc duct dctectars an required to shut
down each fan unit.
NOTE: In an effort to expedite the
review process. please itemize your
responses to correspond with each one of
the numbered requests listed below. In
your response letter, indicate the
eonVen.0 made and on what page it can
be found or acknowledge compliance
with the request or indicate reason for
not cmnplying with the request. All
corrections must be clouded on the
corrected plan sheets. Submitall
corrections in one package. Non -
comphancewith this request will result
in an automatic rejection ofyour revised
submittal. This permit has been
reviewed under the 2007 Florida Fire
Prevention Code adapted by the Stale
of Florida .lanuarv_ 2009.
Archilecmnl Hit List
Architectural Hit List
Where required by the Fire District, pre
fire plans shall be provided to the
District prior to Building "Notice of Fire
Compliance" being issued. Please
coutacl the local Fire Departmwl,
Ordinance 4
Architectural l fit List
Please correct We code conformance
data section to reflect the minimmnh Fire
and Life Safety Code adopted by the
State of Florida as listed above.
Architectural Ilit List
This project has brim submitted as a
SIMULTANEOUS REVIEW. As
such, this permit cannot be approved
until the final simultaneous review has
been submitted and approved. The
remaining outstanding comments may be
addressed and satisfied; however, the
final approval Will not be listed until the
SDP has been submitted and approved
NFPA 1:18.2.2.2 Architectural Hit List
All new elmuonic access cuntrel gates to
suuuures and properties, which may ecluire
emergency services, that resmich the free
ingress /egmss of emergency vehmlen and are
not coastmhdy attended twenty -four hours a
day shall be provided with as elcncuie
mhccomecene. ry,...0 in iwAndrre
with requirements of Coma County Fire
Donor All .,in nronlc gates shall be
prrvlded with a lockbox mbm...d f m the
local 0ry distnU
FFPC Handrails
In other than dwelling units, new
101.9.2.2 4.4.10.
handrails that are not continuous
between flights shall extend hm wutally,
at the required height, not less than 12-
inehes beyond the top riser and continue
to slope for a depth ornate head beyond
We bottom riser.
FFPC Handrails
New handrails ends shall be retuned to
101 22.2.4.4.9.
We wall of Flooror shall terminate at a
newel post,
FFPC 101:7.2.2.4.4 Handrails
New handrails shall meet fie
requirements of FFPC 101:7.2.2.4.4
through 7.2.2.4.4.11. In addition
provide a cross section of We proposed
handrail to verify compliance
REVIEWS FIRE
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REVIEWS FIRE
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FIRE
FIRE
FFPC 1017224 47. Handrails
The handfuls shall be graspable in
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FIRE
accordance with FFPC 101 72.2.4.4.7.
See exhibit 7.37 for example of
acceptable and unacceptable handrails
design
F F PC 10175A, 1, Exits
Areas accessible to people with server
REVIEWS
FIRE
mobility itopainment, other than existing
building, shall have not less than two
accessible means of ege"i. unless
otherwise provided in 7.5.4.1.2.
FFPC 101:7.1.7 Exits
Change in level in means ofegress shall
REVIEWS
FIRE
be in accordance with FFPC 101 7.1.7
though 7.1.7.2.4. Provide details.
FF PC 101'773. Exits
The exit discharge shall be arrange and
REVIEWS
FIRE
marked to make clear the direction of
egress m the public way. Stairs shallbe
arranged so as to make clear the
direction of egress m a public way.
Series that contione nnre than V, story
beyond the level of exit discharge shall
be interrupted at the level oFes,t
discharge by partitions, doors, or other
effective means
FFPC 101:12.2.5.1.2 Exits
This building has been reviewed as a
shell At this timctre exits are adequate;
however at the time of the lemon build
out additional requirenens maybe
needed Please acknowledge this
requirement.
Exits
Acammon path oftaw4 shall be permitted
REVIEWS
FIRE
for the first 20.8 fmm any point where the
,nnern.n pmh serves any namlrer of
occupants, and for the first 75 -R firm ray
point whet the common pan sevea not
mare than 50 occupant
Stairs serving five or shore stories shall
REVIEWS
FIRE
be provided with signage within the
enclosure at each floor landing. Me
sib rage shall indicate the story, the
terminus of the top and bottom of time
stair enelosnre, and the identification of
the stair. The signage also shall state the
story of, and the direction to, exit
discharge The signage shall be inside
the enclosure located approximately 5 R.
above the floor landing in a position that
is readily visible when the doer is in the
FFPC 101 7- 2.2.5.4. Stairs
open,, closed positiou.
During its swing, any door in a means of
REVIEWS
FIRE
egress shall leave unobstructed at least
one uniforms, required width ofan aisle,
corridor, Passageway. or landing, nor
project more than 7 in (17.8 em) into the
required width of an aisle, corridnq
passageway, or landing, when fully open.
FFPC 101 7.2.1.4.4 Doors
FF PC 101' 72 L4.2. Doors
Doors required to be ofthe side- hinged
REVIEWS
FIRE
or pivoted swinging type shall swung in
the direction ofegress navel where
serving a room or area with an occupant
load of 50 or more.
FFPC 101:834.1. Doors
Please review for the proper fire rating
REVIEWS
FIRE
of-doors located in the stair enclosure.
FFPC 101.71124. Doors
Door openings in the means ofegress
REVIEWS
FIRE
shall be not less then 32- incbes in clear
width unless one to the exception listed
tm this section crisis.
FFPC 101:7.2.1.3.2. Doors
The elevation of the floorsurfaces
REVIEWS
FIRF
required by 7.2.1.31 shall be maintained
on both sides of the doorway for a
distance not less than the widest leaf
FFPC 101 7.2.1.4.4. Doors
During its swing, any door in a means of
REVIEWS
FIRE
egress shall leave unobstructed at least
one half of the required width ofan aisle,
corridor, passageway, or landing. trey
project more than 7 in (178 em) mm the
required width )I if aisle, corridor,
passageway, or landing, when fully open.
FFPC 101:7.2.1.4.2. Doors
PFPC 101:721,12 Doors
FFPC 101:7.2.1.6.2 Doors
Fire Extinguishers
NFPA 10.1.5 3
Fire Extinguishers
Return Air
Return Air
Return Air
NFPA 90A:2- 3.11.2. Return Air
NFPA 90A 2- 3.11.1. Return Air
Doors required to be side hinged or
REVIEWS
pivomd swinging type allall swing in dhc
direction of travel when servicing a room
or area with an occupant load of 50 or
more.
Where permanently mounted folding or
REVIEWS
movable partitions divide a room into
smaller spaces, a swinging door or open
doorways shall be provided as an exit
access from each such space, unless
otherwise specified in 7.2.1.12.1. and
72.1.232.
Where pernited in Chapter l l through
REVIEWS
42, doors in the teve s of egress shall be
peolutted to be equipped with an
approved enhance and egress access
conool system, provided that all eight
iwnts listed in this section are met.
Provide portable fire cxtingnishcrs-
REVIEWS
type, size and spacing per NFPA 10 4 -1
& Chapter 5. Fire extinguishers shall be
conspicuously located where they will be
readily accessible and immediately
available in the event of fire. Preferably
they shall be located along normal paths
of navel, including exits from areas.
NFPA 10:5 -7 Fire Extinguisher Size and
REVIEWS
Placement for Class K Fires. 5 -7 -1 Fire
extinguishers shall be provided for
hazards where there is a potential for
Ems involving combustible cooking
media (vegetable or animal oils and fats).
5 -72 Maximum travel distance shall not
exceed 30 (1 (9.15 m) form the bazmd to
be extinguishers.
It appears firm, sheet M -1 that the
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ceiling will be used as a return air
plenum. Please provide details on all
materials in the ceiling space as plenum
rated.
It appears from the notes on slice( M101
REVIEWS
that the A/C closet will be used as a
return air plenum Please provide details
on all imperials in the closet space as
plenunri tied .
Please provide details of the automatic
REVIEWS
Shutdown for any A/C units greater than
2000 chat, per NFPA 90A.
Exit passageways. stairs. ramps, and
REVIEWS
other exits shall not be used as a part of
a supply, retem, or exhaust air system
serving other areas 01 the building.
Egress corridors in health care, detention
REVIEWS
and correctional, mid residential
occupancies shall not be used as a
portion of supply, h'ctum, or exhaust air
system serving adjoining areas- An air
transfer opmhing(s) slhall hint be
Recanted in walls or in doors separating
egress corridors Gom adjoining areas.
FIRE
PIRG
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
Return Air Pursuant to 06;03: 09 conversation with REVIEWS FIRE
NFPA 90A consultant (Allan Fraser),
when there arc multiple VAV controllers
connected to an AHU(s), the VAV
controllers and the AHU(s) are
considered to be part office same "air
distribution system" And as such, the
aggregate efnt capacity of the VAVs and
the AHU(s) in the "air distribution
system' are w be considered and added
together, and if the aggregate capacity
exceeds 2000cf n, then the respective fan
unit in each of the VA Vs and each
AHU(s) are required to shutdovm upon
the presence of smoke in accordance
with NF PA 90 (2002 cd.) section
6.4.2.1(1. The purpose office duct
smoke dcwctors in the A] IF and VAVs
is to shut down the fan whet the For
motor (or filter) is burning so that fire
smoke is not pushed into the occupicd
spaces.
GryView Table Lookup6s ConecdouCodes
Help
Code Description
Length of
Extended Description
Correction Use
Description cannot
(Reviews or
exceed 30
Inspections)
characters
440 -22(c)
A/C Condenser
A/C'Condenerur A.I LIT. overused
Inspections
104.2.2
Addditional dam
Additional data revised drawings
Inspections
605.1 Mechanical Code
Air Filter
Air Filler Required
306.3 Mechannical Code
Appliance in attic
Minimum passageway 22" wide 30" high, level, not over an long. Min
30 X 30 level service space at service side ofappliance
R807.1
Attic Acess
Attie access (22X30) minimum 30" unobstructed headroom
Inspections
601.4
Balanced reWnt air
Transfer ducts /grilles to small
403.10.4 -5.2 Gas Code
Bushings
Cannot use bushings
Inspections
N I106.AFICA 2.1 Res. ('ode
Caulk Bottom Plate
Caulk Bottom Plate
Inspections
N 1104. ABC. I
Ceilings insulation
No blown insulation in ceilings of over loft with less than 30" vertical
Inspections
clearance No blown insulation i f ceiling has greater than 5/12 pitch
603.7 Mechanical Code
Closure system
Not sealed by approved closure system
NI Bill L2 Res Code
Common
R -I I required common ceiling/floors
307.2.5 Mechanical Code
Condensate
horizontal primary condensate drain line within unconditioned space
Inspections
Insulation
shall be insulated
M 1702.2 Res. Code
Confined Space
Confined Space combustion air
Inspections
R408.2 Residential Cade
Crawl space
Openings oferawI space ventilation
Inspections
12033.1 Building Cade
ventilation
R602.1.2/ N 1106.ABC. 1.2.3
Draft Stopping
Draft Slopping
Res. Code
408 Gas Code
Drip Leg
Drip Leg
Inspections
504 6.1 Mechanical Code
Dryer Exhaust
Dryer exhaust too long
Inspections
504.4 Mechanical Code
Dryer Vent
Screws in dryer vent
Inspections
603.14 Mechanical Code
Duets
Ducts witting 6" of the ground
Inspections
503.3.1
Exhaust Pan
Need second exhaust fan
Inspections
607 Mechanical Code
Fire dampers
Fire Dampers
Inspections
401.4.1 Mechanical Code
Fresh Air
Fresh air intake closer than 10'
Inspections
305.3 Gas Code
Ignition
Ignition to be 18" above garage floor, unless appliance listed as
Inspections
flammable vapor ignition resistant
NI1002.2/2 Residential code
Insulation
Insulation does not match calculation
Inspections
Calaculalion
603.4.2.2 Mechanical Code
Mechanical fastening
Attachments ofduetwork to air - handling equipment shall be by
mechanical fastne,
N1100.0.2
Minimum efficency
Provide documentation to prove minimum efficency
305.5 Mechanical Code
Nail Plate
Protection against physical damage
Ord 96 -83
Nerd Ladder
Need Ladder
Inspections
No 108 Inspection
No 108 Inspection
Inspections
No 201 Inspection
No 201 Inspection
Inspections
No 300 Inspection
No 300 Inspection
Inspections
No 501,508
No a0ldccmic or509low voltage inspection
State Statute 104.6.3
No Approved Plans
No Approved Plans
N 1104.ABC. 1.1.1 Residential No Baffles
Insulation dams, chutes and baffles
Inspections
N 1100.1.1 Res. Code
NO F.P.I.
Inspections
No insulation
No insulation behind tub or shower
Inspections
105.5
No permit posted
No permit posted
105.5
No permit posted
No permit posted prior to work
Inspections
F. 5.713.13
NOC
Notice ofCnmmcccermot not posted
3063 Mechennieal Code
Notice
Notice to Homeowner Air Handler is located in attic
303.4 Gas Code
Protect appliance
Protect applicance from vehicle impact damage
Inspections
404.8 Gos Code
Protection
Protection against corrosion
Inspections
N 1106.ABC.1.2.4
Recesed light fixture
Insulation too close to light fixture
Inspections
Ref. pipe insulation
Insulate to minimum R4
NI 104. ABC.].1.2 Res Code
Reftence marks
reltence marks or rulers required every 6 to Ill ft. Each rule shall be
visible from at least one attic acesss point.
4103
Regulator vent
Gas Vent temination
Inspections
6055
Repair ducts
Repair ducts
Inspections
106.4
Revision Required
Engineer scaled, County approved revision required.
307.2.3 Mechanical Code
Secondary Drain
Secondary drain
Inspections
404.4 Gas Code
Sleeve Pipe
SlecvePipe
Inspections
1033
Slop Work Order
Slop Work order
Inspections
802.7 Mechanical Code
Support Vent
Support Vent
Inspections
802.7 Mechanical Code
Support Vent
Support Vent
Inspections
802.7 Mechanical Code
Support Vent
Support Vent
Inspections
406.3 Gas Code
Test Piping
Test piping
Inspections
3107.2.4 Mechanical Code
Trap Condensate
Trap condensate
Inspections
503.6.1 Gas Code
Vent
Vent not installed for rough
Inspections
503.6.4 Gas Code
Vent termination
vent termination not in accordance
503.6.4 Gas Code
Vent termination
vent termination not in accordance
COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION -COLLIER COUNTY, FLORIDA
RDMIMST N LOR. Cguba
MTOfl. DES (InNnm)
Z.
T.
1
T.
i
Z.
Office of the Fire Code Official
Summary of Plan Review Activity
December -09
Architectural Reviews
356
Sprinkler Reviews
51
Underground Reviews
9
Fuel & LP Gas Reviews
25
Hoods & FSUP Reviews
16
Alarm Reviews
76
SDP Reviews
44
Total # of Plans Reviewed
577
Number of Work Days
20
Average # of Plans Reviewed per Day
29
ASAP Reviews per Building Department:
4 Architectural Fast Track
13 Low Voltage
4 Tents
Total # of ASAP Reviews ": 21
Total ASAP Reviews per Day 1
'Overtime Reviews are not included in this figure
Scheduled Meetings /Hours: Ed:
18 Hrs.
Bob:
17.42 Hrs.
Jackie:
0.67 Hrs.
Ricco:
23.75 Hrs.
Ken:
3.5 Hrs.
Maggie:
0.5 Hrs.
Total Overtime Hours for the Fire Code Office -
0
"Overtime Hours Reimbursed by Contractors -
0
In addition to the above - mentioned tasks, The Fire Code Official's Office fields
numerous phone calls, walk -ins, field inspections and impromptu meetings.
Office of the Fire Code Official
2800 N. Horseshoe Or
Naples, FL 34104
Fire Plan Review - Tirne Frame Summary
December -09
Number Number Average #of tat %of tat Percentages
of of Time in Reviews Reviews Within Time
Reviews Days Days Approved Approved Frames
Arch'tectural Reviews
Total
356
253
0.71
1 at Review
219
162
0.74
163
2nd Review
100
66
0,66
3rd Review
17
11
0.65
4th Review
4
2
0.50
5th Review
9
6
067
61h Review
6
5
083
7th Review
1
1
1.00
Total 2 -7 Reviews
137
91
066
Fire Spr nkler Reviews
Total
51
90
1.76
tat Review
36
68
1.89
23
2nd Review
10
17
1.70
3rd Review
5
5
1.00
Total 2,3 Reviews
15
22
1.47
Underaround Reviews
Total
9
29
3.22
tat Review
9
29
3.22
9
Total 2nd Review
0
0
0.00
Fuel & LP Gas Reviews
25
31
1.24
Total
tat Review
4
2
0.50
4
2nd Review
11
8
073
3rd Review
9
21
2.33
4th Review
1
0
000
Total 2-4 Reviews
21
29
1.38
Hood & FSUP Reviews
16
15
0.94
Total
tat Review
12
13
1 08
9
2nd Review
4
2
0.50
Total 2nd Review
4
2
050
F're Alarm Reviews
76
35
0.46
Total
tat Review
40
27
068
21
2nd Review
21
5
024
3rd Review
12
2
0.17
4th Review
3
1
0.33
Total 2-4 Reviews
36
8
0.22
Summary
list Review
320
301
0.94
229
Corrections
213
152
0.71
Overall Totals
533
453
0.85
oalce of 1. Fire Coda Offloal
2800 e. epneame D,.
Naples, FL 341 01
74% 100/10 Days 5 Day Max
100/3 Days
I=3 Days
100/3 Days
100/3 Days
100/3 Days
100/3 Days
10013 Days 3 Day Max
64% 100110 Days 6 Day Max
90/3 Days
100/3 Days
9313 Days 4 Day Max
100% 100/10 Days 5 Day Max
100% 100110 Days 1 Day Max
100/3 Days
100/3 Days
100/3 Days
10013 Days 3 Day Max
75% 100110 Days 3 Day Max
100/3 Days
100/3 Days 1 Day Max
53% 100110 Days 2 Day Max
100/3 Days
100/3 Days
100/3 Days
10013 Days 1 Day Max
72% 100/10 Days
99/3 Days
Table 2.1 -TABLE OF MINIMUM YARD REQUIREMENTS
(SETBACKS) FOR BASE ZONING DISTRICTS
Note as to setback linemeasurement: minimum setback lines are typically measured from the
legal boundary of a lot, regardless of all easements burdening
a lot, with the exception of
easements that comprise a
road right -of -way where the minimum
setback line
is to be
measured from the road right -of -way easement line.
TABLE INSET:
Zoning Minimum
Minimum
Minimum
public School
Front Yard
district
Side Yard
Rear Yard
Requirements
(feet)
(feet)
(feet)
GC None
None
None
A 50
30
50
x
E 75
30
75
x
RSF -1 50
30
50
x
RSF -2 40
20
30
x
RSF -3 30
Waterfront Non - waterfront
25
x
10 7.5
RSF -4 25
10 7.5
25
x
RSF -5 25
10 7.5
20
x
RSF -6 25
10 7.5
20
x
RMF -6 S.F. 25
NA 7.5
20
x
Duplex 25
NA 10
20
3 + units 30
NA 15
20
RMF -12 30
a
30
x
RMF -16 b
a
b
x
RT b
a
b
x
SF.1MH 20
Waterfront Non - waterfront
20
VR Duplex 35
10 5
30
x
M.F. 35
30
15 15
MH 1 25
Waterfront Non - waterfront
10
x
10 7.5
TABLE INSET:
Overl
ay See table of special design requirements for the applicable overlay district
Distri located in the appropriate section for that district in chapter 4.
cts
1 MH District - additional yard requirements: side yard setback from a public road that is
external to the boundary of the park = 50 ft.; the minimum setback on any side from the exterior
boundary of the park = 15ft.
2 TTRVC District - additional yard requirements: setback from exterior boundary of park = 50 ft.;
setback from an external street = 50 ft., setback from an internal street = 25 ft.; setback from
any building or other structure = 10 ft.
3 C -3 District - minimum setback on any side that is waterfront = 25 ft.; setback for marinas =
none.
4 C -4, C -5 and I Districts - minimum setback on any side that is waterfront = 25 ft.;
setback for marinas = none; setback on any side adjacent to a railroad right -of -way = none
5 Any non - conforming platted lot of record in the CON District that existed before November 13,
1991 will be subject to the following standards:
Non
Non -
TTRV
10
Waterfront
waterfront
Waterfront
waterfront
C 2
10
10
5
8
Residential
C -1
25
25
residential sidential
25
residential x
15
15
C -2
25
25
15
25
15 x
C -3 3
c
25
a
25
a x
C -4 4
d
25
a
25
a x
C -5 4
25
25
15
25
15 x
14
25
50
a
50
15 x
BP
50
50
10
50
25
50
50
50
SON
P
f
f
f
x
CF
Residential
residential
sidential
Residential
residential x
25
25
15
15
Overl
ay See table of special design requirements for the applicable overlay district
Distri located in the appropriate section for that district in chapter 4.
cts
1 MH District - additional yard requirements: side yard setback from a public road that is
external to the boundary of the park = 50 ft.; the minimum setback on any side from the exterior
boundary of the park = 15ft.
2 TTRVC District - additional yard requirements: setback from exterior boundary of park = 50 ft.;
setback from an external street = 50 ft., setback from an internal street = 25 ft.; setback from
any building or other structure = 10 ft.
3 C -3 District - minimum setback on any side that is waterfront = 25 ft.; setback for marinas =
none.
4 C -4, C -5 and I Districts - minimum setback on any side that is waterfront = 25 ft.;
setback for marinas = none; setback on any side adjacent to a railroad right -of -way = none
5 Any non - conforming platted lot of record in the CON District that existed before November 13,
1991 will be subject to the following standards:
Front yard: 40 feet.
Side yard: ten percent of the lot width, but no more than 20 feet on each side.
Rear Yard: 30 feet.
a = 50% of the building height, but not less than 15 feet.
b = 50% of the building height, but not less than 30 feet.
c = 50% of the building height, but not less than 25 feet.
d = 50% of the building height, but not less than 25 feet. Structures 50 feet or more in height =
25 feet plus one additional foot of setback for each foot of building height over 50 feet.
e = the total of all side yard setbacks shall equal 20% of the lot width, with a maximum of 50
feet. No side yard shall be less than 10 feet. Alternative dimensions may be possible when
approved through a unified plan of development involving one or more lots under common
ownership where the yard requirements are met for the unified site but not necessarily for each
parcel within the unified site.
f = the yard requirements shall be equal to the most restrictive adjoining district.
x = for principal structures: 50 feet from all property lines; for accessory structures: 25 feet from
all property lines.
D. Exemptions and exclusions from design standards.
1. The height limitations contained in Chapter 2 do not apply to infrastructure in support of the
building, such as mechanical penthouses, elevator shafts, stair shafts, mechanical equipment,
mechanical screening, spires, belfries, cupolas, flagpoles, antennas, communications towers ,
water tanks, fire towers when operated by a branch of government, ventilators, chimneys, feed
storage structures, silos, windmills, airport control towers, or other appurtenances placed above
the roof level and not intended for human occupancy or for commercial purposes as provided
below:
a. Structural elements shall be no higher than necessary to accomplish the purpose it is
intended to serve.
b. The aggregate area of structures or appurtenances shall not exceed one -third the area of the
supporting roof.
c. Where this section conflicts with section 5.05.08, the provisions of section 5.05.08 will control.
d. The heights of these structures or appurtenances thereto shall not exceed any height
limitations prescribed by the Federal Aviation Agency or airport zoning regulations within the
flight approach zone ofairports . (See section 2.03.07 C.).
2. In instances where off - streetparking is provided within the principal structure, the County
Manager or designee may waive the maximum height requirements to the extent necessary to
permit off - street parking within the principal structure, provided however: (1) the number of off -
street parking spaces required by this LDC for the use involved may not be reduced; (2) the
waiver in height shall not be greater than that necessary to provide for the off - street parking
within the principal structure, with a maximum of two parking levels; (3) the waiver of the
maximum height requirements are compatible with the uses on adjacent properties; and (4) for
each off - street parking space permitted within the principal structure for which the maximum
height waiver is granted, 300 square feet of additional open space beyond that which is
otherwise required by this LDC shall be provided.
3. Every part of every required yard shall be open and unobstructed from thirty (30) inches
above the general ground level of thegraded lot upward to the sky except as hereinafter
provided or as otherwise permitted in this LDC.
4. Sills and other architectural and design treatments shall not project over twelve (12) inches
into a required yard.
5. Movable awnings shall not project over three (3) feet into a required yard, provided that
where the yard is less than five (5) feet in width the projection shall not exceed one -half (1/2) the
width of the yard.
6. Window- or wall- mounted air conditioning units, chimneys, fireplaces, bay windows, or
pilasters shall not project over two (2) feet into a required yard.
7. Fire escapes, stairways, and balconies which are unroofed (except as otherwise permitted
within this section) and unenclosed shall not project over five (5) feet into a required side or rear
yard and three (3) feet into a front yard of amulti- family dwelling , hotel or motel and not over
three (3) feet into a required front, side or rear yard of a single - family residential dwelling .
Regardless of the extent of encroachment, the minimum requirement for separation of
structures shall be maintained.
8. Hoods, canopies, or roof overhangs shall not project over (3) three feet into a required yard,
but shall not come closer than one (1) foot to the lot line.
9. Fences, walls and hedges, subject to section 5.03.02, and pad- mounted air conditioners are
permitted in required yards, subject to the provisions of section 4.06.00.
10. Cornices, eaves or gutters shall not project over three (3) feet into a required yard, provided
that where the required yard is less than six (6) feet in width, such projection shall not exceed
one -half ( 1/2) the width of the yard.
11. Except as otherwise provided by this LDC, when lots on both sides of an undeveloped
recorded lot contain a residential structure whose front yard setback is less than is now
required, the average of the setbacks of the two (2) contiguous developed lots shall serve to
establish the minimum front yard requirement for the vacant lot.
12. In commercial, industrial and multi - family residential developments, carports which are open
on all sides may encroach into the required yards provided they do not encroach into the
requiredlandscape buffers , as required by this LDC; and furthermore, if the landscaping is
deficient where the carports are proposed, the landscaping must be upgraded to comply with
the LDC requirements to the greatest extent possible prior to the issuance of a building permit
for said carports. This shall be accomplished by a site development plan amendment or a site
improvement plan approval.
13. Permanent emergency generators may be placed within the rear yard of any property
supporting a permitted single - family residence, subject to a 10 -foot rear yard setback, and within
side yards subject to a maximum encroachment into the setback of 36 inches. Generators are
not permitted to encroach into required front yards. Above - ground fuel tanks for the generators
are subject to the same setbacks; however, underground tanks are not subject to setback
requirements. In order to reduce noise during required routine exercising of the generators, this
exercising is restricted to operating the generator for no more than 30 minutes weekly during the
hours of 9:00 a.m. to 5:00 p.m. and shall not exceed sound level limits for Manufacturing and
Industrial uses as set forth in Ordinance 90 -17, the Noise Ordinance, as amended. All
permanent emergency generators must be equipped with sound attenuating housing to reduce
noise.
(Ord. No. 04 -72, § 31; Ord. No. 05 -27, § 3.P; Ord. No. 07 -67, § 3.1)
4.02.03 Specific Standards for Location of Accessory Buildings And Structures
A. For the purposes of this section, in order to determine yard requirements, the term
"accessory structure" shall include detached and attached accessory use structures or buildings
notwithstanding the attachment of such structure or building containing the accessory use to
theprincipal use structure or building. Accessory buildings and structures must be constructed
simultaneously with or following the construction of the principal structure and shall conform with
the following setbacks and building separations. 2
Table 3. Dimensional Standards for Accessory Buildings and Structures on Non -
Waterfront Lots And Non -Golf Course Lots in Zoning Districts other than Estates(E) **
TABLE INSET:
Structure to
Front RearSide Structure
(If Detached)
1. Parking garage or carport, single - family SPS feet SPS 10 feet
2. One -story parking structures and /or carports SPS feet SPS 10 feet
3. Multistory parking structures SPS 5 SPS 1/1*
4 Swimming pool and /or screen enclosure SPS 10 SPS N
(one- and two- family) feet
5 Swimming pool (multi - family and SPS 20 15 feet N
commercial) feet
6. Tennis courts (private) (one- and two - family) SPS feet SPS 10 feet
7. Tennis courts (multi - family, and commercial) SPS feet 15 feet 20 feet
8. Utility buildings SPS 10 SPS 10 feet
9. Chickee, barbecue areas
10. Attached screen porch
11. Unlisted accessory
12. Satellite dish antenna
13. Permanent emergency generators
N = None.
N/A = Not applicable.
NP = structure allowed in rear of building only.
SPS = Calculated same as principal structure.
* = 1 foot of accessory height = 1 foot building separation.
** = All accessory structuresin Estates zoning must meet principal structure setbacks.
Table 4. Dimensional Standards for Accessory Buildings and Structures on Waterfront
Lots and Golf Course Lots in Zoning Districts other than Estates(E) * *2
TABLE INSET:
Setbacks
feet
SPS
SPS
10 feet
Rear Side
feet
SPS
SPS
N/A
1. Parking garage or carport, single - family
feet
SPS SPS
SPS
SPS SPS
10 feet
NP
SPS
10 feet
SPS
feet
1/1 1
NP
10 See Sec.
N/A
N
feet 4.02.01 D.13
N = None.
N/A = Not applicable.
NP = structure allowed in rear of building only.
SPS = Calculated same as principal structure.
* = 1 foot of accessory height = 1 foot building separation.
** = All accessory structuresin Estates zoning must meet principal structure setbacks.
Table 4. Dimensional Standards for Accessory Buildings and Structures on Waterfront
Lots and Golf Course Lots in Zoning Districts other than Estates(E) * *2
TABLE INSET:
Setbacks
Structure to
Front
Rear Side
structure
(If Detached)
1. Parking garage or carport, single - family
SPS
SPS SPS
10 feet
2. One -story parking structures
SPS
SPS SPS
10 feet
3. Multistory parking structures
SPS
SPS SPS
1/1 1
Swimming pool and /or screen enclosure
4.
SPS
10
feet SPS
N
(one- and two- family)
3
5 Swimming pool (multi - family and
SPS
20 15 feet
N
commercial)
feet
6. Tennis courts (private) (one- and two - family) SIPS
SPS
10 feet
feet
7. Tennis courts (multi - family and commercial) SPS feet SPS 20 feet
8. Boathouses and boat shelters (private) SPS N/A 7.5 feet or 15 10 feet
feet
9. Utility buildings
10. Chickee, barbecue areas
11. Davits, hoists and lifts
12. Attached screen porch
13. Unlisted accessory
14. Docks, decks and mooring pilings
15. Boat slips and ramps (private)
16. Satellite dish antennas
17. Permanent emergency generators
N = None.
N/A = Not applicable.
NP = structure allowed in rear of building only.
See subsection 5.03.06F.
SPS SPS 10 feet 10 feet
SPS feet SPS N
N/A N/A 7.5 feet or 15 SPS
feet
10
SPS feet SPS SPS
4
SPS SPS SPS 10 feet
N/A N/A 7.5 feet or 15 N/A
feet
N/A N/A 7.5feet N/A
NP feet SPS 10 feet
NP 10 See Sec. N/A
feet 4.02.01 DA3
SPS = Calculated same as principal structure.
** = All accessory structuresin Estates zoning must meet principal structure setbacks.
1 1 foot of accessory height = 1 foot of building separation.
2 In those cases where the coastal construction control line is involved, the coastal construction
control line will apply.
3 20 feet where swimming pool decks exceed 4 feet in height above top of seawall or top of
bank, except Marco Island and Isles of Capri which may construct to a maximum of seven feet
above the seawall with a maximum of four feet of stem wall exposure, with the rear setback of
ten feet.
4 20 feet where floor or deck of porch exceeds 4 feet in height above top of seawall or top of
bank, except Marco Island and Isles of Capri which may construct to a maximum of seven feet
above the seawall with a maximum of four feet of stem wall exposure, with the rear setback of
ten feet.
B. Accessory buildings shall not occupy an area greater than five (5) percent of the total lot area
in all residential zoning districts, or occupy an area greater than forty (40) percent of any
building envelope (i.e., area of lot remaining for building purposes after accounting for required
setbacks), whichever is the lesser, provided the total maximum coverage provision of this
ordinance for all principal and accessory buildings is not exceeded. Nothing herein contained
shall serve to prevent the construction of an accessory building containing an area of less than
500 square feet provided all yard and building spacing requirements can be met.
(Ord. No. 06 -07, § 3.17; Ord. No. 07 -67, § 3.J; Ord. No. 08 -63, § 3.J)
NAP LFS /5]560) v 01