HomeMy WebLinkAboutR-2011-089 - Approved Request by Sam Jazayri for Extension of Site Plan (SP-31-10) located at 48 South Federal Highway RESOLUTION NO. 2011-089
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, APPROVING THE REQUEST MADE BY SAM
JAZAYRI, REPRESENTATIVE FOR DOWNTOWN DANIA BEACH
DEVELOPMENT, LLC AND THE PROPERTY OWNER, GRIFFIN RANCHES
DEVELOPMENT LLC FOR AN EXTENSION OF THE SITE PLAN SP-31-
10), GRANTED BY RESOLUTION NO. 2010-112 ON JULY 27, 2010, FOR
PROPERTY LOCATED AT 48 SOUTH FEDERAL HIGHWAY IN THE CITY
OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS; FURTHER,
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, on July 27, 2010, pursuant to Resolution No. 2010-112, a site plan (SP-31-
10)was approved for the proposed construction of a seven (7) story 120 room hotel to be located
at 48 South Federal Highway in the City of Dania Beach, subject to conditions; and
WHEREAS, the property owner, Sam Jazayri, representative for Downtown Dania
Beach Development, LLC and the Property Owner, Griffin Ranches Development LLC, are
requesting an extension of the approval for an additional (1)year, until July 27, 2012;
NOW,THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the request to extend the expiration date of the approval identified
above for site plan (SP-31-10), a copy of which is attached and made a part of this Resolution as
Exhibit "A", to July 27, 2012, is approved, subject to the previously approved design variations
and site plan conditions, as follows:
DESIGN VARIATIONS:
1. To provide 0' setback on south property line; Code requires a 10' setback,per Section 21.14(a)(2);
2. To allow a 2' setback from Federal Highway; Code requires a 25' setback,per Section 21.14(a)(1);
3. To allow a 0' building recess; code requires a 15' recess on street frontage (east and west) and a 30'
recess on sides(north and south),per Section 21.14(b)(2);and
4. Provide 149 parking spaces;code requires 159,per Section 21.20.
CONDITIONS:
5. Provide dimensions of loading/service delivery space on site plan,must provide 14' vertical clearance
and a minimum 12' X 25"dimensions(Planning Division);
6. Identify lot coverage;maximum permitted in 90%(Planning Division);
7. Must provide six(6)foot wide sidewalk on SW 1 Street;revise accordingly(Planning Division);
8. Relocate bench and trash receptacle adjacent to public sidewalk(Planning Division);
9. Revise parking calculations on cover sheet to identify 120 rooms at 1.1 space per room and meeting
space; restaurant and bar at 1 space per 150 s.f. for a total of 159 parking spaces required (Planning
Division;.
10. Add the ten (10) parallel spaces to the total parking provided in the parking calculations (Planning
Division);
11. Sheet L-1 shows one (1)tree in landscaped island adjacent to SW 1 Avenue, Sheet A2.01 shows two
(2)trees. Revise accordingly(Planning Division);
12. All curbing must be tYPa"D"or"F". Identify on site plan and provide detail(Planning Division);
13. Provide approval from FDOT for new curb cut on Federal Highway(Planning Division);
14. Provide copy of plat(Planning Division);
15. Sheet L-1,remove notes referencing Miami Springs(Landscape Consultant);
16. Sheet L-2, add note requiring pre-construction meeting with City landscape consultant Michael
McCoy, contact at 954-643-0423 at least 48 hours prior(Landscape Consultant);
17. Sheet L-1, remove landscape calculations table and replace with "Landscaping requirements per
direction of CRA Director. Any modifications to species, size or locations require prior approval by
the"City"(Landscape Consultant);
18. Provide a Hydrant Flow Test to determine the available water supply to this project.This test must be
performed by a qualified company of the builder's choice. In addition, the static pressure at the water
main shall be determined by a recorded method (i.e., water wheel) for a minimum twenty-four (24)
hour period. The actual flow test must be witnessed by, and recorded data sent to the City of Dania
Beach Fire Prevention Bureau in any area where water is being supplied by the City of Dania Beach
Public Services(Fire Marshal);
If the water is being supplied by Broward County, the entire hydrant flow test is to be performed by
Broward County O.E.S. Please contact the City of Dania Beach Fire Prevention Bureau at(954) 893-
5060 for determination of where the water is being supplied from (Fire Marshal;.
19. Identify the Needed Fire Flow Requirements for all buildings/structures. Fire Flow calculations shall
be prepared by a professional engineer currently licensed in the State of Florida for each newly
constructed building. The Needed Fire Flow Requirement must be in accordance with N.F.P.A. 1
(2006 Ed.), Annex H or The Guide for Determination of Needed Fire Flow, latest edition, as
published by the Insurance Service Office(ISO). All calculations must be demonstrated and provided
(Fire Marshal);
20. The Hydrant Flow Test must be in accordance with the Broward County Amendments (2005 Ed.)to
the Florida Fire Prevention Code(2007 Ed.)as follows:
Broward County Amendments to the Florida Fire Prevention Code(2005 Amendments)
F-22—Automatic Sprinklers Required
F-22.1 — Fire flow testing of the Water Supply for Automatic Fire Protection Systems (AFPS) and
Automatic Standpipe systems (ASS) using water as an extinguishing agent for new buildings and
structures and existing buildings and structures where the AFPS and ASS are altered by more than
seventy-five percent(75%)of their value shall be as follows:
a. Fire flow test of the water supply for AFPS and ASS shall be in accordance with NFPA 291,
Recommended Practice for Fire Flow Testing and Marking of Hydrants, Florida Administrative
Code(FAC)69A-60.005(2).
b. Design for AFPS and/or ASS shall be calculated using a maximum of fifty (50) pounds per
square inch(psi)as the static pressure to allow for drought conditions.
Example: If the results of a Fire Flow Test have a static pressure of eighty (80) psi, a
residual pressure of seventy-two (72) psi and a flow of 1,300 gallons per minute (gpm),
the design water supply for an AFPS and/or ASS would be a static pressure of fifty (50)
psi,a residual pressure of forty-two(42)psi and a flow of 1,300 gpm.
c. Design for AFPS or applicable ASS at or below a static pressure of 55.56 PSI shall be
calculated using a ten (10)percent reduction in the static pressure from the fire flow test to allow
for drought conditions.
Example: If the results of a Fire Flow Test have a static pressure of fifty-three(53)psi,a
residual pressure of forty-five(45)psi and a flow of 925 gpm,the design water supply for
an AFPS and/or ASS would be a static pressure of 47.70 psi, a residual pressure of 39.70
2 RESOLUTION#2011-089
psi and a flow of 925 gpm.
d. Design for AFPS or applicable ASS for the residual pressure shall be equal to the difference
between the static and residual pressures as obtained from the fire flow test to allow for drought
conditions.
Example: If the result of a Fire Flow Test has a static pressure of eighty-five (85) psi, a
residual pressure of seventy-seven (77) psi, the difference in the static and residual
pressures would be eight (8) psi which would be utilized for the drought condition water
supply design criteria. If the result of a Fire Flow Test has a static pressure of forty (40)
psi, the difference in the static and residual pressures would be ten (10)psi which would
be utilized for the drought condition water supply design criteria.
e. Design of the water flow for the AFPS or applicable ASS shall be the same as that obtained
from the fire flow test.
f. The residual pressure at the required water flow at the connection to the water main for an
AFPS and/or Ass shall not be less than 20 psi.
g. The static pressure at the water main shall be determined by a recorded method for a minimum
twenty-four(24)hour period(Fire Marshal);
21. Fire Flow Test Data shall not be more than one (1) year prior to the plans, hydraulic calculation and
submittals for the AFPS or applicable ASS being submitted to the Authority(ies) Having
Jurisdiction(AHJ's)for their review and acceptance. The results of the fire flow test shall be provided
to the AHJ at the time of the submittal of the plans, hydraulic calculations and submittals for the
water based AFPS and/or ASS(Fire Marshal);
22. Provide a note on the plans for vertical clearance requirements for apparatus: Vertical clearances of
14 ft.minimum are required by AHJ(Fire Marshal);
23. Provide "no parking" signage in accordance with the Requirements listed below in areas as indicated
on the attached Plans. "NO PARKING" signage, painted curbs and fire lane striping required for fire
lanes, Fire Department access roads and in front of Fire Department connections Fire Lanes, Access
Roads and the areas in front of the Fire Department connections, shall be designated by yellow
painting, striping,or markings on the curbs and roadways.
1.Provide a curb detail note to indicate that all curbs are to be painted yellow.
2.All pavement markings shall be of thermoplastic paint.
3. Demonstrate that these areas are to be marked with freestanding signs with the wording, "NO
PARKING FIRE LANE BY ORDER OF THE FIRE DEPARTMENT"or similar wording.
4. Such signs shall be 12 inches by 18 inches with a white background and red letters.
5. These signs shall be a maximum of seven feet in height from the roadway to the bottom of the sign.
These signs shall be within sight of the traffic flow and be a maximum of 60 feet apart.
[1:18.2.3.5] (Fire Marshal);
24. Provide impact protection for Fire Department Connection (fdc) and backflow preventer. Provide a
detail on the plan in accordance with the following:
Provide bollards consisting of three inch steel pipe buried at three feet deep, with three feet of
height above ground level and spaced three feet apart: bollards filled with concrete and capped are
acceptable. [24:7.3.51 [24:7.3.6] [13:8.15.1.3.2] (Fire Marshal);
25. Provide a detail for the signage for Fire Department connections in accordance with the following:
1. The FDC must be identified as to the building (complete address) or portion of the building it
serves.Provide a permanent tactile sign at the FDC to meet the above requirement. [14:6.3.5.3]
2. Each Fire Department connection shall be designated by a sign having raised letters, at least I inch
in height, cast on a plate or fitting that reads "STANDPIPE", "STANDPIPE AND AUTOSPKR"
or"AUTOSPKR AND STANDPIPE". [14:6.3.5.2]
3. A sign also shall indicate the pressure required at the inlets to deliver the system demand.
[14:6.3.5.2.2] (Fire Marshal);
3 RESOLUTION#2011-089
26. Identify and demonstrate the locations of all surrounding fire hydrants(Fire Marshal);
27. Demonstrate the locations of standpipes and Fire Department Connection's on the plans(to be located
in the stairwells)(Fire Marshal);
28. Please re-locate the fire command room as indicated on the attached plans. If this location is not
possible,please consult the Fire Marshal for alternatives;and
29. Additional comments will be made by the City Engineer that must be addressed prior to issuance of a
building permit(Planning Division).
Section 2. That all such approvals are subject to the conditions previously approved
by the City Commission.
Section 3. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 4. That this Resolution shall be in full force and take effect immediately
upon its passage and adoption.
PASSED AND ADOPTED on August 23, 2011.
ATTEST:
LOUISE STILSON, CMC PATRICIA A. FLURY
CITY CLERK MAYOR
15 FIRS cry
APPROVED AS D FO AND CORRECTNESS: m�
�r
THO S J. SRO
CITY ATTPIRNEY
4 RESOLUTION#2011-089
CITY OF DANIA BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
STAFF REPORT
DATE: August 231 2011
TO: Robert Baldwin. City Manager
VIA: Robert Daniels, Director /044'0
FROM: Corinne Lajole, AICP, Principal Planner(. �c
SUBJECT: SP-31-1 0 - The applicant. Downtown Dania Beach Development,
LLC., is requesting a one (1) year extension of previously
approved design variations and site plan for a 7-story hotel
located at 48 South Federal Highway.
DESIGN VARIATIONS:
1. To provide 0' setback on south property fine; code required a 10' setback. per
Section 21.14(a) (2).
2. To allow a 2' setback from Federal Highway; code requires a 2`5' setback, per
Section 21.14(a) (1).
3. To allow a 0' building recess: code requires a 15' recess on street frontage
(east and west) and a 30' recess on sides (north and south), per Section
21.14(b)(2).
4. Provide 149 parking spaces, code required 159, per Section 21.20,
SITE PLAN:
To allow the construction of a 7-story, 120 room hotel.
PROPERTY INFORMATION:
EXISTING ZONING: City Center (CC)
PREVIOUS ZONING: Transit Oriented Development (TOD)
LAND USE DESIGNATION: Regional Activity Center(RAC)
OVERLAY DISTRICT: Community Redevelopment Agency (CRA)
The applicant is requesting a one (1) year extension of the previously approved design
variations and site plan. The site plan is for the construction of a 120 room hotel, This
hotel is considered to be Phase 3 of the City Center Project, which includes the new
parking garage and library in Phases 1 and 2.
This property is located in the City Center district neighborhood of the CRA
Redevelopment Plan, CRA Director supported the original approvals and is
recommending approval of the extension request.
CITY COMMISSION PREVIOUS ACTION:
On July 27, 2010, the City Commission approved the design variations and site plan with
conditions.
On May 12, 2009, the City Commission approved Ordinance No. 2009-006 allowing for
design variations to the zoning code within the Community Redevelopment Agency
Redevelopment Plan area consistent with the adopted Redevelopment Plan.
On September 22, 2009, the City Commission granted special exception approval for the
assignment of 180 hotel rooms to the applicant for a period of three (3) years.
STAFF RECOMMENDATION:
Approval.
f.
U Administrar tive Variance
13 Assignment of t-lex/Re er e ticfit_c
C1 Land Use nif-mcluient
lJ Plat
Q Plat;11,41egation Re(piest
C-1 Rezoning Date �4"C" planning
Site!Tarr
a Special Exception P"'.-:rt otl A�,. ..__.... _ � }
0 T raaf(way Walver
t;1 �rariari€:f�
..h ,-..
THIS AEawPLICAT OU WILL MOT 1515: i4(('_"EP`f EO tf 'l li_. I'r IF; G:L'zgC'"ETE AND -xUSM'iTEO
ALI. ll CESARRY DOCUMENTS. Refer to the applic,"Mot t1N at the top of this form and "Requic*,ci
Documentation"checklist to determine the supplemental documents requiied with car:h application.
For after the fact applications, the responsible contractor of record shall be present at the board hearing.
Their failure to attend may impact upon the disposition of your application. As always, the applicant or their
authorized legal agent must be present at all meetings. All projects must also obtain a building Vni-mit front
the City's Building Department. For more information please reference the Dania Beach Land
at
Development Code !Fart 6, Development Review Procedures and Requirements.
Location Address: Dania ;leach Indigo Hotel Project Site—
48 South Federal Highway, Dania Beach, Florida 33304
Lot(s): Ir l't.Z113 )Ui1/t -./k,Block: - _ Subdivision, R""""
t
Recorded Flat Narne:
�
Folio Nurriber(s) r. _ _ .. Legal De.3'ription,
+4{aplicrnntlCarasu(tan�(��[::/RS�trs'ret�:orrfr� l-fa�;tk`Clt�ttn
Address of Applirint: 501 5E 2'd Street,Apartment 1104, Fort 1_auderdfa►e, FloOdra :3:3301
Business Telephone: 561 -100 8578 Horne: _—......_.............. Fax: 954-337-0910
E-mail address; harik@thegr(enhilldevelopri)eritr orriparr/.con)
Name of Property Owner- Griffin Ranches LLC
t� zl i, }. 11 � � ..a�r�4t C� Ei ( +r 4 tifCa l'E t�lfl kk k' .i, "1 ^iacci
Address of Property Owner: _._--- ----.._ _._..___ .. ... ... ._. ..._._.?....._
Fax: jjc�Business Telephone
---.... _..._
Explanation of Request: deed Extension of site Plan approval for Dania Beach Indigo Hotel for one(1)
year to My 27, 2012.
For PIA5 please pfovide propouuf Plat J4ame for llaarianrc plea'.e ff<ae-h t„rih�rht 7&it aleat as jv�r"action
625.40 of the Land Development Cade.
Prop. NetArreige: _ _._ ................. Gross PitQ. Sc3uare
Existing Carnmen-J':rl Oulldinr rwligo Ilotel
Is prolnercy twincd intdivid"'willy, by ii =:E` '�ti. . it;f'i, r,r t,�lll;'!z:'s 4 r� . /w i_l..C:
I understand that all approvals automatically expire within 12 months of City
Commiss' n approval, or pursuant to the expiration timeframe listed in Part 6 of the
Land D elopment Code,
(,'A 1
`:Jweant`TOWh'b slgn&ftwe Print Name Date
APPLICANT, CONSULTANT, OR LEGAL REPRESENTATIVE NOTARIZED SIGNATURE
Sworn to and subscribed before me Applicant/Consultant/Representative:
This day of /Tt -: 20 1(
Signature:_--
Date:_..........t 1L 1 .
.............
Sign ame of Notary Public (Print Name)
Stat of( It )
'?C ijl 4 Jj� A-j r✓ -1'0 AGf. �,( 'I i j�U-,'!) ; 3(,-,U', Pt;»1
i
Print Name of Notary Street Address, City, State and Zip Code
Commission Expires: � r. � i! ` z �frW� tl• ' '�.t:a
Seal: 10'1.TBL1C-S •A'rB OF 11ORIDA Telephone No. & Fax No.
Leslie Y Poblete
G;i,,!nissiou#EE044792
Expires: NOV.23,2014
Re `CFiR ACL S-r1C B0?MMC M,MC.
INDIVIDUAL OWNER NOTARIZED SIGNATURE:
This is to certify that I am the fee simple owner of subject lands described above and that I have authorized
(Applicant/Consultant/Representative) to make and file the
aforesaid application.
Sworn to and subscribed before me Owner:
This day of 20_
Signature:
Date: _._.........__.........._....__.
Sign Name of Notary Public (Print Name)
State of( )
Print Name of Notary Street Address, City, State and Zip Cade
Commission Expires: . .._._......._............_
Seal: Telephone No. &Fax No.
CORPORATION NOTARIZED SIGNATURE:
This is to certify that the below referenced corporation is the owner of subject lands described above and
that I, as a duly authorized officer, have authorized (8p li�cant/Consultant/Representative)
_--to make and file the aforesaid application.
Sworn to and subscribed before me Corporation Name:
This,)"I day of 201 (
Signature:
Date:..,-,. .................
................
(Print Name)
...............
Sig Name of Notary Public (Print Title)
S te of TrLoe,',��r,)A
I Y pul �
Print Name o(Notary Street Address, City, State and Zip Code
cf Y� e4 F 9-S:,/ .U,
CommissiQqAr*r'%fiC or,nQPJDA L
Seal: Leslie Y. Poblete Telephone No. & Fax No.
'Cumn)66iou#EE044792
EXPIMS' NOV 23,2014
nm v AnApTIC BOOM CO.,MC.
JOINT VENTURE/PARTNERSHIP NOTARIZED SIGNATURE:
This is to certify that the below referenced that the duly authorized persons are the owners of subject lands
described above and that all partners have authorized (Applicant/Consultant/Representative)
to make and file the aforesaid application.
Sworn to and subscribed before me
This_day of 20
Signature: ..........
Date:_.
(Print Name)**
Sign Name of Notary Public
State of(
Print Name of Notary Street Address, City, State and Zip Code
Commission Expires: ..........
Seal: Telephone No. &Fax No.
**Each partner must sign. Attach duplicate sheets as required.
_...... f
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Pr€nt Name of Notary Street Address, City, State and Zip Cede F_
NOTARY itt 1E rC� '!'A�i}1{r1 C'ly(7KI73A i C� r
Commission Expires: - � oblete ll t�
Seal: t,i+mmis.Jon 4 EE044'7(:&phonc No. &Fax Nk -
.`Expires: NOV,23,2014
ii(?\7;.Ei:i"iI lB i'Ai f,i;;v"rlii(�NUI:�G C�7.,Ct�dC,
INDIVIDUAL (JWNER NOTARIZED SIGNNFURZ:
Pik; is tc, cortify that i am the feet simple ova-wr o1'subject lands described ahove and that 1 have authorized
(ApplicalltjCOt7'tilti:nt/RepreSetitative) _...._. _ _. _. ___......_...._......._................__. to crake and We the
aforesaid a1:1131icaatiom.
Sworn to and subscribed be,"ore me
This—._—day of__......_...._.......................
Signature:
fate:--- ._.................................................................._..........._.......................__......_...................
.__'_
_.........____M..w___._ ._............................... _ __.__.__.....__- ___.-__..___ _...... ............ .......... ___....._.
Sign Narne of Notary Public (Print Name)
State of
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Print Name of Notary Street Andress, City, State and Zip Cycle
Commission Expires: _. .._ _....... ___._.-. ______..................
sc.al: Ielephorie No. R Fax too.
RESOD I. NO. 2010-112
A RESOLUJIG-N (")F J'I'IE CITY COMMISSION 01" T.14E CITIV (-).F
BEAC.F.I. 'FIX-)RIDA, NPI)ROVIN(i TIIE SIFIE PI-AN, RE(Ifl .
E S F, 01)
-
S'UBj\1FFTE-',.D BY SAI4 JAZAI�R-L. JUPRESEN'l A FIVE FOR DM1
(" �\.
DANIA BEACII DEVEI-OPINIE'N'T. LL(-. AND TIlE PR('.)PERI`* O)Y-N-ER..
GRIFFI-N-RANCIIES DEVELOPMENT 11,C.F'OR.PROPERTY LOCATED A"I"48
SOUTH FEDER-tU-. HIGHV."A Y IN, THE C111 OF DANIA BEACT-I. 171,C)RIDA
PROVIDING FOR CONFLICTS;FURTHER.PR0N7.lDP\7 FOR AN EFI-'I--C,I,*r /P
DATE,
NV HERETO S. Section 8.4, Article 1, Chapter 8. of the Code of'(-'�rdinances oftlile City of
Dania Beach., Florida, states that a site plan is required as a condition to the issuance of a. bu.lilding
permit: and
WHEREAS, Sam Jaza\Tj,representative for Dov,,,niorvn Dania Beach Developitient. I-LC,
and the propett\ oNvner.Griffin Ranches Development is requesting site plan approval to alloNv
construction of -, story, 120 room hotel In the CM c)f'Dajn'a Beach: and
WHEREAS, the Planning and Zoning Board oil, .1 U,\'21, 2010, recoi-nmended th'I't the Chy
Commisslioia grant the site plan request (SP-31-10). based upon, the criteria set forth in Section 8.4.
Article 1, Chapter 8. of Code of Ordinances of the Cite of Dania Beach:
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That that certain application (SP-3 I-10) for site plan approval, a copy of
which is attached and made a part ofthis Resolution as E-xlilblit"A"is approved \viih the follo%ving
design variations and site plan conditions:
DES]GNVARIATIONS:
I. To provide (1' setback on south pTopert..\ line', code requires a 101 setback-, per Section 2 1.1 4(a')(2).
To allow a 2' setback from Federal Highwav: code requires a 25' setback, per Section 21.14(a) (1 ).
I To alloxa a 0'bufldinp.recess: code requires a 155` recess on street frontage(east and WeSf)and a 30 recess
on sides (north and south), per Section
4. Provide 149 parking saces.. code requires 1.5;9, ',)eT `section _1.20.
(CONDITIONS:
5, Provide dimensions of loading sera ice delis erg space on site plan,ri-)ust provide 14'vertical clearance and
a inininium 127 X w';*'dimensions ('Planning DI-vision).
6, ldentjf�,' 10T coverage, maximum perinilvA ii-i 90",-(.. (Planning Division),
7. Must provide 6 foot wide sidewalk on SIV 1 Street. Reviseacc(--rrdinglv(Planninr-, Division).
8, Relocate bench and trash receptacle adiacent to public sidevvLfl), (PlanniiiLy f*)i\js1011).
9. Revise parking calculations on now car sheet to i(lei itify 120 miens at I.I space per room rand meeting space,
reslaurant and bar at 1 space! per 150 , f: for a total of]59 parking spaces required(Planning Division),
10. Add the. 10 parallel spaces to the total Barking provided in the.parknrg calculations(11larnainp Division),
11. Sheet I..,-I shows 1 tree in landscaped island adjacent to SW I Avenue,Sheet A2.01 shows 2 trees. Revise
accordingly(Planning Division).
12. All curbing must tie type "D"or I"'. identify oil site plrin and provide detail I P.1inningx Division),
13. Provide approval from FDOT tiir new curb cut on Federal Highway(Plannins Division).
14, Provide copy of plat(Planning Division).
15. Sheet..I.:-I remove notes referencing Miarni Springs(Landscape C'onsuI tall 1.).
16. Sheet I.::-2 add note requiring pre-construction meeting with City landscape Consultant Michael McCoy,
contact at 954-643-0423 at least 48 hours prior(Landscape Consultant).
17. Sheet-I. I remmle landscape calculations table,replace with"Landscaping requirements per direction of
CR.A Director. Any modifications to species, size or locations require prior ,Ipproval by the
(L,andsc�ape Consultant),
18. Provide a Hydrant. Flogs 'Kest to dete:rinine the available "filler supply 10 this pre�le,e.t. "I'lais less Hurst be
performed by a qualified company ol'ther builder's choice. In addition,the static pressure at the water main
shall be determined by a recorded method(i.e. water i'whee.l) fiar a Minimum twenty-f6ur(24)hour period.
The tactual flow test must be witnessed by,, and recorded data sent to the City of Dania Beach Fire
Prevention Bureau it) any area where water is tieing)supplied by the City of DaniaBeach Public Services
(Fire Marshal).
I'i.he water is being srt1y),1ie eY bd'Brr.:n•nGar(i(Cora), the entire 17)-t.irant fow test is to be/.?c rfiormed hat
Brcrwrmd Cotmr), O.E.t t'lecase contact the Chy raf'Danica.Ber;tch Fire Pre vei-ition Bureau at (954) �9_'?-
5060 fir eletr>rmination q wa,laer e the ivater is beigg sza1.a/)/ie�j,1r rm (Fire Varshal-).
19. Identify the Needed Fire Flow Requirements for all buildings/structures. Fire Flow calculations shall be
prepared by a professional engineer currently licensed in the State of Florida for each newly constructed
building. The Needed fire Flown Requirement must be in accordance with N.F.P.A. 1 (2006I d.),Annex I-1
or The Guide for Determination of Needed Fire Flow, latest edition,as published by the Insurance Service
Office(ISO). All calculations must be demonstrated and provided(Fire Marshal).
20, The Hydrant Flow"Test nius't be in accordance with the Ciroward County Amendments(2005 Ed.)to the
Florida Fire. Prevention Code(2007 Ed.) as follows:
I3rowar'd C.'ounty Amendments to the Florida Fire Prevention Code (2005 Amendments)
F- 2-- Autornatic Sprinklers Required
F.22.1 Fire flour testing of the Water Supply fair Automatic Fire Protection Systems (AFPS) and
Automatic Standpipe ss sterns (ASS) using water as an extinguishing agent tit new buildings and
structures and existing buildings and structures where the AMPS and ASS are altered by more than
seventy-five percent(751310)of their value shall be as follows:
a. Fire flow test of the wetter supply for AFPS and ASS shall be in accordance with NFPA 291,
Recotnrnerided Practice for Fire Flow Testing and Marking of Hydrants,Florida Adrmnistr'ative C"ode.
(FAC) 69A-60.005(2).
b.Design for AFPS and/or ASS shall be calculated using;a maximum of fifty(50)pounds per square
inch(psi)as the static pressure to allow fear drought conditions.
Example: If the results of A;Fire Flow Test have a static pressure ofeighty(80)psi,a residual
pressure of seventy-two (72) psi and a flow of 1,300 gallons per minute (rpm), the design
water supply ftir an AFPS and/stir ASS would be a static pressure of fifty(50)psi,a residual
pressure of Harty-two(42)psi and a floss of 1, 00 gpin.
c. Design for AFPS and/ear ASS tat or below a static pressure of 55.56 PSI shall be calculated using a
tell(10)percent reduction in the static pressure from the fire flow test to tallow fir drought conditions.
Example.: if the results of a l ire Flow, .Test have a static pressure of filly-three (5 i) psi, a
residual pressure of forty-five.(45)psi and a flocs-of925 gTpixr,the design water supply for an
AFPS and/or ASS would be a.static pressure of:t.7,70 psi, a re•tidual pressure of39.70 psi and
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a flow of 925 glrna.
d. Design Im Al S and/or ASS fist the residual pressure shall he ctlual 10 tile dtf°fererrc•c bctwee-n (he:
static and residual pressures as obtained f'rona the fire flow test to callow fOr drotl�ght conditions.
Example: If the result of a Fire Flow West has a static pressure of eighty-five, (85) psi, a
residual pressure of seventy-seven(77)psi,the;difference in the static and residual pressures
would be eight(8)psi which would be utilized for the,drought condition water Supply design
criteria. l 'the result of a Fire Flow "est has a static pressure of fort-!(40)psi,the difference ill
the static and residual pressures would be tell(10)psi which vNiould be utilized fttr the drought
condition water supply design criteria.
e. Design of'the vvatcr flow for the A FPS and/Or A 5S shall be the same as that obtained from the fire
floe test.
f 1be residual pressure at.the required water flow at the:;connection to the water main for all AFPS
and/or Ass:shall not be less than 20 psi.
r~ `The static pressure at the water main shall be determined by a recorded method for a mit7itnum
twenty-,four(24) hour period (Fire Marshal).
21. Fire Flow "Pest Data shall not be more than one. (1) year prior to the plans, hydraurlic calculation and
submittals for the AITS and/or ASS being submitted to the Authority(ies)I,Iaving Jurisdictiorr(AUIJ's)for
their review and acceptance,'The results ofthe lire flow test shall be provided to the. A HJ at the time of tile
submittal of the plans,hydraulic calculations and subnaittals for file Nvater bas ed ATTS and/car ASS (Fire
Marshal).
22. Provide a note on the plaaas.for vertical clearance requirements for apparatus: Vertical clearances of 14 fi.
minimum are required by AM (Fire Marshal).
23. Provide"no parking"signage in accordance with the: Recluireratents listed below in areas as indicated on
the attached flans. "NO PARKING"signage., painted curbs auad ;or fire lane striping required For fire
lanes,_Fire Department access roads and in fi-ont of fire I:)epaxrtir ent connections Fire(lanes,Access Roads
and the areas in front of the Fire Department connections,shall be designaited by yellow painting,striping,
or markings oil the curbs and roadways.
1. Provide a curb detail note to indicate that all curbs are to be painted yellow.
2. All pavement markings shall be of thermoplastic paint.
3. Demonstrate that these areas are to be marked with freestanding signs with the wording, "NO
PARKING FIRE LANE BY ORDER O THE.DIRE DEPA,RTMEN7"or slna►lar wording.
4. Such signs shallbe 12 inches by 18 inches with a white background and red lettei,s.
5. These signs shall be a maxiniurn of seven feet in height from the roadway to the bottom of the sign.
"17aese suns shall be within sight of the traffic flow and be a maximum of bn feet apart. [1:1 K2.3.5�
(Fire Marshal)
24. Provide impact protection for Fire Department Connection(fdc)and backflow preventer. Provide a detail
on the plan in accordance with the following.
Provide bollards consisting of three inch steel pipe buried .it three feet deep, with three feet of i eirglat
above ground level and spaced three ft et apart,these bollards are to be'filled with concrete and capped
are acceptable. 124:7.3.51 [24:7.3.6] [13:8.15.1.3.21 (Fire.Marshal)
25. Provide a detail for the signage for Fire Department connections in accordance with the following:
i. The FDC: must be identified as to the building(complete address)or portion of the building it serves.
Provide a permanent tactile sign at the FIX to meet the above rw,quirement. [14:6.3.5.31
Each Fire.Department connection shall he designated by a sign having raised letters,at least I inch in
height, cast oil a plate or .fitting that reads "STANDPIPE" "S V NDPIPL AND AUTOSPKR" or
-AC1T0SPKR AND STANDPIPE". 1']4:6,3.5."J
3.A sign also shall indicate the pressure required at the inlets to deliver the systean demand. [14:6.:3.5.2.2]
(Fire Marshal)
26. Identify,and demonstrate the locations of all surrounding fare hydrants(Fire Marshal).
k11:-1,',(,)1_,t-jT1 >N :10010-112
27. Demonstrate the locations of standpipes and Fire Department Connection's on the plans(to be located in
the stairwells)(]"ire Marshal).
28, Please re-locate the fire coniniand roorn as indicated oil the attached plans. If this location is not possible,
please consult the. Fire Marshal for alternatives.
29, Additional comments will he inade by the C:'ity Engineer that must be addressed prior to issuance of a
building permit(Planning Division),
It is farther noted that the original site plan is nra.intaincd in the office of'the Community
Development Department of the City of Dania Beach.
_ y.
Section 2. That based upon the criteria set forth in Section 4` ��,• . � , Chapter r,I $ ( >,Article Ut lc. 1,C".ha ..test !l,�f
p 1
the.Code of Ordinances of the:City of Dania Beach,all site plan approvals shall automatically expire
and become null and void unless the applicant files a ctornpletc building perinit application and
submits complete contractor drawings within twelve 12) months from the data of a.lo.prival oi�the
site plan by the.City C;ontt7aission,and the applicant obtains a building permit('including payment of
all fees)within eighteen (1 ) months of the Hatt; of this Resolution.
Section 3. That all resolutions or parts of resolutions in conflict:with this.Resolution are
repealed to the extent of'such conflict.
Section 4. Thhat: this Resolution shall be in force and take cl•iec.t immediately upon its
passage and adoption.
PASSED AND ADOPTED on July 27, 2010.
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ATTEST:
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LOUISE S' ILSON. CMC C. K. McELYE'A
C`,II'Y CLERK ��:` `' M<�1't�1.Z—COMMISSIONER.
APPROVED AS T-O FC lt.M AND CORRECTNESS:
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'rHOMAS J.'ANSBRO
CI`I`Y AYFORNLY
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