FLD2015-080300
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Planning & Development Department
Flexible Development Application
Attached Dweliings, Mixed-Uses orNon-Residential Uses
IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION.
ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES)
TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL OF il COMPLETE SETS OF PLANS AND APPLJCATION MATERlALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE
COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORI6INAL
AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS.
THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200
APPLICATION FEE: $1,205
PROPERTY OWNER (PER DEED):
MAILING ADDRESS:
PHONE NUMBER:
EMAIL:
AGENT OR REPRESENTATIVE:
MAILING ADDRESS:
PHONE NUMBER:
EMAIL:
c9 �? S, ��' �
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AODRE55 OF SUBIECT PROPERTY: � 3 U�� U,�j� � IJ��"� �� ���� , C���,�s� k� W�-� L�
PARCEL NUMBER(S):
LEGAL DESCRIPTION:
PROPOSED USE(S):
DESCRIPTION OF REQUEST:
Specifically identify the reque
(include all requested code flexibility,
e.g., reduction in required number of
parking spaces, height, setbacks, lot
size, !ot width, specific use, etc.J:
�j' �' 4 rJ� �t'°��, 'T�� s�`-��t9N t-i� I
b1���E S¢� �34 ° 3.�: �� 1 CXl f'C, Ti�'�1�tr �R
� P�v. B. -�i��� S.�} ��1 39� z54 �'�'�
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Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�4865
Page 1 of 8 Revised 01/12
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Planning & Development Department
Flexible Development Application
Data Sheet
PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT tN YOUR APPLICATION BE[NG FOUND INCOMPLEfE AND POSSIBLY DEFERRED UNTtI THE FOLLOWING
APPLICATION CYCLE.
Z�ONINt', Qt57f�t1CT:
FE��!ltt� lJ�MQ t,kSE P�M 9�Sl�l,�TIQM:
EXISTING USE (currently existing on site): `�- 2..,
PROPOSED USE (new use, if any; plus existing, if to remain): �� �
SITE AREA: � �-�3 sq. ft.
GROSS FLOOR AREA (total square footage of ali buildings):
Existing: V� sq. ft.
Proposed: � i sq. ft.
Maximum Ailowable:
sq. ft.
acres
GROSS FLOOR AREA (total s uare footage devoted to each use, if there will be multiple uses):
First use: �J�U� sq. ft.
Second use: sq. ft.
Third use: ��C' sq. ft.
FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site):
Existing: . ��o�
Proposed: , ��o�
Maximum Allowable:
BUILDING COVERAGE/FOOTPRINT (15S floor square footage of all buildings):
Existing: 3` v��p sq. ft. ( � of site)
Proposed: sq. ft. ( % of site)
Maximum Permitted: sq. ft. ( % of site)
GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer):
Existing: q�%y'Z, � sq. ft. ( �(. Q % of site)
Proposed: Z sq. ft. ( , � D % of site)
VEHICULAR USE AREA (parking spaces, drive aisles, loading area):
Existing: ��j�,1� �� 3 sq. ft. { „`I % of site)
Proposed: �S b�pJ sq, ft. ( �''l % of site)
Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865
Page 2 of 8 Revised 01/12
IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site):
Existing: �j�j � �J3 � �D�'io � � `�i �R � l�tj t 4'Z"D .=' � g2�
Proposed: ' j�j ` (� .{" � f� r � ��� � � �i � � �'�7 � s ��
Maximum Permitted:
DENSITY (units, rooms or beds per acre);
Existing: � ���'��
Proposed: (��y��[a,�
Maximum Permitted: �lV��.��/�(r
OFF-STREET PARKING:
Existing: i�,i�'�
Proposed: � �1y'�G
Minimum Required:
BUILDING HEIGHT:
Existing:
Proposed:
Maximum Permitted:
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $
ZONING DISTRICTS FOR ALL ADJACENT PROPERTY:
No�cn: C-e�sN i� �Zt� �o A
so�tn:
�
East:
West:
I I�
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� ( t�Oti�
STATE OF FLORIDA, COUNTY OF PINELLAS
I, the undersigned, acknowledge that all Sworn to d subscribed before me thi day of
representations made in this application are true and Wt � , to me and/or by
accurate to the best of my knowledge and authorize
City representatives to visit and photograph the p� who is gersonalltiknowryhas
property described in this application.
re of property owner or representative
�
Notary pubfic,
My commission expires:
���::.° �¢�, VICTORIA A. KUEHNE
* * MY CAMMISSION # fF 033587
EXPIRES: July 4, 2017
°''�a Fti�'°e Bonded Thru Budpd Nateiy Servkes
as identification.
Planning & Development Departrnent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727s62-4865
Page 3 of 8 Revised 01/12
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o Planning & Development Department
} earwater Flexible Develo ment A lication
� P pp
� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPLETED FLEXIBLE DEVEIOPMENT (FLD) APPLICATION, ALL FLD APPLICATIONS SHALL INCLUDE A SITE
PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION A1VD/OR PLANS:
�Responses to the flexibility criteria for the specific use(sj being requested as set forth in the Zoning District(s) in which the
subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide
these responses.
�Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application
General Applicability Criteria sheet shall be used to provide these responses.
�A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property,
dimensions, acreage, location of all current structures/improvements, location of all public and private easements including
official records book and page numbers and street right(s)-of-way within and adjacent to the site.
�If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as
provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5.
aIf this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other similar
marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional
engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair
or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
�A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals
50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information:
�Index sheet of the same size shall be included with individual sheet numbers referenced thereon.
�North arrow, scale, location map and date prepared.
�Identification of the boundaries of phases, if development is proposed to be constructed in phases.
�Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area, and the Base Flood Elevation (BFE) of the property, as applicable.
�Location, footprint and size of all existing and proposed buildings and structures on the site.
�Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points
of access.
�Location of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and
seawalls and any proposed utility easements.
�Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed
stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of
Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit.
� Location of solid waste collection facilities, required screening and provisions for accessibility for collection.
�( ,.ILocation of off-street loading area, if required by Section 3-1406.
���`
�All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections
and bus shelters.
�j"�Dimensions of existing and proposed lot lines, streets, drives, building fines, setbacks, structural overhangs and building
L�lseparations.
�Building or structure elevation drawings that depict the proposed building height and building materials.
Pfanning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�L865
Page 4 of 8 Revised 01/12
Typical floor plans, including floor plans for each floor of any parking garage.
Demolition plan.
Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally
� sensitive areas.
mlf a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the
�difference between the top and bottom of the range is one parking space), then a parking demand study will need to be
provided. The findings of the study will be used in determining whether or not deviations to the parking standards are
approved. Please see the adopted Parking Demand Study Guidelines for further information.
�A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying
those trees proposed to be removed, if any.
A tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and
condition of such trees may be required if deemed applicable by staff. Check with staff.
❑A Traffic Impact Study shal! be required for al! proposed developments if the total generated net new trips meet one or more
of the following conditions:
■ Proposal is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the
abutting streets) and/or 1,000 or more new trips per day; or
■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to
unacceptable levels; or
■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve
month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided
by the City of Clearwater Police Department; or
■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review
process. Examples include developments that are expected to negatively impact a constrained roadway or developments
with unknown trip generation and/or other unknown factors.
�A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved
or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's
current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional
landscaping pursuant to the provisions of Article 3, Division 24. The landscape plan shall include the folfowing information, if
not otherwise required in conjunction with the application for development approval:
�Location, size, description, specifications and quantities of all existing and proposed landscape materials, including
botanical and common names.
�Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line.
Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square
feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and
vehicular use areas.
�Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences,
pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines,
sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features
that may influence the proposed landscape.
Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape
islands and curbing.
�Drainage and retention areas, including swales, side slopes and bottom elevations.
� Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any.
Planning 8 Development Departrnent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865
Page 5 of 8 Revised 01/12
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Planning & Development Department
Flexible Development Application
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed — PRIIVT fufl names:
L�.�. C� L-�'�'l2-7 ��� 1V'.�v�~G. C. /
2. That (I am/we are) the owner(s) and record title holder(s) of the following described property:
2���3'� � -�� ��� �-i ti � ��--�(�u,� ��► �
3. That this property constitutes the property for which a request for (describe request):
cwy�� � v�
4. That the undersigned (�/have) appointed and do /do) appoint:
Ct��� n . �`�v.Nr��
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described
property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner
authorizes City representatrves to visrt and photograph the property described in this application;
7. That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct.
�
Property Owner Property Owner
Property Owner
STATE OF FLORIDA, COUNTY OE PINELLAS
Property Owner
BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON
THI DAY OF� v v l , PERSONALLY APPEARED
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS ZFi��ONTENTS OI
rd`,'."•�•�:;� VIC1'Ol11AA.KUlF�IE
* * MY COMMISSION # ff 03�87
EXPIRES: July 4, 2017
�'�r�a�� Oonded71wBu0�etNopryServka
Notary SeallStamp
WHO HAVfNG BEEN FfRST DULY SWORN
THE AFFIDAVIT THAT HE/SHE SIGNED.
Notary Pu lic ignature
My Commission Expires: �
Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865
Page 8 of 8 Revlsed 01/12
LL
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Planning & Development Department
Flexible Development Appiication
� General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE
CRITERION 15 BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent
properties in which it is located.
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
or significantly impair the value thereof.
�Vt� ��� i�1� � V� Q Q�O�S �"i 1�r1, �l'T C �-N`� +��•l � G� i� l`�
l�-S �s s��� b�a�� � �f�� � � �R -z-� t- �-i eaaS
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
M1, �P1� Vv�V �nr� ��``�r'S� v�,� Cs� Vv C T i l 1�� p 1�1� 1J� � SL�
4. The proposed development is designed to minimize traffic congestion.
���N�,��C�3sT1._vl �'S �C�� �'�h-� � <�D?��.� ���G�a
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
�i�S �� C�� �-1'�1,.�1a� �S W �`'�l�rt � W D � �� � S
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts, on adjacent properties.
V '�-� �ow �'R�
`�
Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727562-4567; Fax: 727-562-4865
Page 6 of 8 Revised 01/12
LL
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Planning & Development Department
Flexible Development Application
� Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(5) BEING REQUESTED AS SET
FORTH IN THE ZONING DISTRICT(5) IN WHICH THE SUBJECT PROPERTY IS IOCATED. EXPLAIN HOW, IN OETAIL, EACH CRITERION
IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY).
1. '��,11.�, �CZf��'� U I�I.I,L�V� /' � �L€���
'1�1J �V�� DF 15- �o �c.�1,� � &��-j D1J� C�,�
� � � , i �vS �' �-� �w flt�- �� D�� °�t-�,I .
z. _ ti !� `Zi�i� ►r� �� s�-�r- � `z"� ��-� t�� �� ��
3. ��,� Zti1 c� t�� �►�-c c 1��\ \� v�� �-
a. ��� ���� I� o-�- � I�-R6� � VV�n$}�S c� ��1V�1 �
�� J3�1�� -fo `-�t�- ��� — V tis` t� ,�%o-79-��-D�
5.
6.
8.
Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�t567; Fax: 727-562-4865
Page 7 of 8 Revised 01/12
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Planning & Development Departrnent
Comprehensive Landscaping Application
IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION.
ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES)
TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE
COMMUNITY DEVELOPMENT BOARD, IF NECESSARY, WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION
MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED
INTO SETS.
THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALl APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
PROPERTY OWNER (PER DEED):
MAILING ADDRESS:
rhuNt Nuiw�strc: �,� �7 �� l� /'-- d--o ��
EMAIL• �^i4 N N��� t___r /�.. ��� L t c, �,.� .
AGENT OR REPRESENTATIVE:
MAILING ADDRESS:
PHONE NUMBER:
EMAIL:
ADDRESS OF SUBJECT PROPERTY: ���?j"� �� \C� � �, `���jf��-�� f �
DESCRIPTION OF REQUEST:
Speci�cally identify the request
(include all requested code flexibility;
e.g., reduction in required number of
parking spaces, height, setbacks, lot
size, lot width, specific use, etc.):
�
STATE OF FLORIDA, COUNTY OF PINELLAS
I, the undersigned, acknowledge that all Sworn to and subscribed before me thi day of
representations made in this application are true and �, to me and/or by
accurate to the best of my knowledge and authorize
City representatives to visit and photograph the �� who is personally k�wn has
property described in this application. roduc
p � � �, n as identification.
Signature of property owner or representative
Planning 8 Development Department, 100 S. Myrtle
Page 1 of 2
0
Notary public, - �
My commission expires: �
����
���
; Fax: 727-562-4865
Revised 01/12
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Planning & Development Department
Comprehensive Landscaping Application
Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA EXPLAINING. HOW, IN bETAII, THE CRITERION
IS BEING COMPLIED WITH PER THIS COMPREHENSiVE LANDSCAPING PROPOSAL.
1. Architectural Theme:
a
OR
b.
The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architecturai theme of the
principal buiidings proposed or developed on the parcel proposed for the development.
7. 1;—►'�-vv A- �- G ;F .s � �'S S-�-A-N�A-i2,.� �Lf�}N�- r t �fl (, � � I'si` "`4` � (,1 M,%�' G y ! �'tf` � G�
1/ �"G C:� A�--�- t Fj',�,/� '%'ttF�CE G�lG [�3 E`� ! S� Sr9-�R ��A t�nas t�.�" l�f}-�21r� U �S`/���
�GWtcrv� , i` o V A 1• ► � fI � d . `i1 �' � �f (� � < (� G' rf''��,,�.5
k����.���
The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscaping
program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for
development under the minimum landscape standards.
�U�7t �tlG A P2p �c ��,�rtz�i � a.5 0�t-�t-v-�s �.1"� �_ l� R�A ��' c r9- ; C �2, v���rr� .
����� _.svLv�st�r- r�A��..
2. Lighting, Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the
lighting is turned off when the business is closed.
���,/ ,L A n1 � 5 c A �m � % i G � �- � rv � t.J + � � J � A `� ���,5 G,� � !-`-��i�
`�[�s-� ►s Uc�uv► �,� '
3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the
community character of the City of Clearwater.
f
���E2, �'. d-� � �v �t �
�i� � f �'�.� ��.�h�''��� y'
,�,
t�� _,� ��� �Gs�t
}� s
2�C.o�wvG
;rt�E€.� �"
4. Property Values. The landscape trea{ment proposed in the Comprehensive Landscaping program will have a beneficial impact
on the value of the property in the immediate vicinity of the parcel proposed for development.
5
Specia/ Area or Scenic Corridor Plan. The landscape treatment proposed in th�Comprehensive Landscape Program is
consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in
which the parcel proposed for development is located.
Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865
Page 2 of 2
Revised OU12
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P�a�ning & Development Department
Comprehensive Landscaping Application
Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA EXPLAINING HOW, IN DETAII, THE CRITERION
IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAI.
1. Architectural Theme:
a. The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the
principai buildings proposed or developed on the parcel proposed for the development.
OR
b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscaping
program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for
development under the minimum landscape standards.
Lighting. Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the
lighting is turned off when the business is closed.
3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program wiil enhance the
community character of the City of Clearwater.
4. Property Values. The landscape treatment proposed in the Comprehensive Landscaping program will have a beneficial impact
on the value of the property in the immediate vicinity of the parcel proposed for development.
5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is
consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in
which the parcel proposed for development is located.
Planning & Development Department, 100 S. Myrtle A�renue, Clearwater, FL 33756, Tel: 7Z7-562-4567; Fax: 727-562-4865
Page 2 of 2 Revised 01/12
Cornarehensive Landscaoing Aoolication Part One:
Rernove:
Approximately 15 substandard unhealthy Sabal Palms
Remove:
All Brazillian Pepper, China Berry, Carroiwood, Cherry Laurel, and any
existing invasive plant in south west corner of properiy
Remove:
Small Laurei Oaks to sustaine health to large oak
Trim:
Live Oaks and Laurel Oaks along west perimeter of property
I.E - Oaks:
Structural trimmimg / Deadwood, intersecting & Hazardoua Limb Removal,
with some weight reduction (As Neededj
Palms According to Standards
Comprehensive Landscaaing Apalication Part Two:
Front of Buildins� Around Patfo Area:
Remove All Existing Vegetation
Repla�e with Landscape Piants
(Corton Mammies - Vlrigated Arbacoca - Indian Hawthorn)
In Raised Bed an Assortrr�ent of Perenials & Knock Ou! Roses
Front Center Sian Area:
Two Sylvester Palms
Drive Thru Bed Area:
Install Row of Indian Hawthorn
After Removal of Old Vegetation, Soils will be amended and P.H Levels will
be checked
Existing Irrigation wiii be INspected, Repaired & Made Efficient by a
Licensed Conlractor
ADJUSTABIE ROLLER CARRIER 1�GR. CENTER MNGE
RTT�LHED V/ (2> S/t6' x ATTACHED W/ (4) 1/�'
3/4' BCLT L NUT PER x 3/1' HEX HEAU SCREMS
e HRRCKET
e s �
� 3' EOGp, STRUTS ATTACHED
W/ (2> 1/�' x 3/�' 8
HEIf HEAD SCREVS �7 ,y,
13 GA. WLV. COMMERCIAI. EACH CENTER STILE
TOP ROLLER eRACKET
RTTACHED V/(1) L4' x
3/1' ME7( NEpD SCREK SEE PAGE 2 FOR OPTIONpL
PER BRIICKET GLqZED SECTIONS STRUT
ANL STILE LRYOUT� ST1LE
TYPICAL TOP FIXTURES �q \ � a �ppq'
N.LS -__—__ L �-►A�_ \ r�\ � dl TI
EE <TRDLE � Oi PRGE 3 F9R ••••••••� ••'•�•�•• •�•••'
ECOIp1EN0ED SECTIDH CWf'IGUIt�riON
�\ _ _
[iaass�cwts
v� a am
SEE T/SLE 4 ON PHGE 3
FOR STLLE PLACENENTS
3' 80GA SiR
ATTACFED V/
1/4• x 3/1•
HEAD SCREVS
ERCH END S1
INSIDE ELEVATION
N.T.S.
UGA. ROLLER LARRIERS �TT�CHED
T� END STILE V/ (8) 1/�' K 3/1'
HE% HEAD SCREVS PER CARRIER
TYPICAI END HINGE
N.T.& 3
) s/�s• a� r �-s/e•
�O 80LT ATTACMED N JAMB
._ _._.._ _..._.-• a x e srr ae s�
(NO. 2 on eerrew)
EO Gli CENTER STILE
� �
\RID 871LE LK STE6l
�/�e• ow aoit i
x 3/8'TR�CK (7) PER
B�LT AND NUT
RiVETS ?� �
TRACK MOUNTING DETAIL
N.T.S.
3' EOGn. STRUT
ATtACHED M/
CEf 1/�• % 3/4•
HE% NE�O SCREWf
AT END M1D CENTER
S�iLES
2, l3 GR CWMERCIAI.
T�P FIXTURE ATTqCHED V/
(1) 1/4' x 3/1' HE% HEqD SCREVS
AU.AISTAHLE SLIOE HRACKEi ATTRCIIED
� GA SKlN a6m LN630� V�«� 5/16' x 3/�' B[ILT AND NU1S
24 W SKIN <N930)
STIFFENERS (5) �
ED IN HINGE HIX.E(S)
� SECTION ONLY
SPLICE 7RACKS AT hIIS LOCATON
W/(4) 1/4'-20 iRAdC SPLICE
BOLTS k NUTS. SECURE TO JAMB
VAIH (3) 5/18' DIA. % 1-5/8"
LAG BOLTS
(1) S/18" DIA. x i-5/B"
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
12 GA. CALV. SiEEL
JAMB BRACKE7S
AITACNED W/ (1) 1/4"-20
TRACK SPLICE BOLT & NUT
OR (2) RIVETS
� LSEE CTAH�E 3) ON PAGE 3
FOR JAMH HRACKET SPACING
1RACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS
N.1.S.
L H I� l� � IVI I J J I L t SPECIFlCATONS AND N07E5
I M P A C T R E S I S TA N T �ow tne rn�ac TMe"�o�o S�AN� Tp TMEy�nC�JAMBS�A�
7HE NORRONTAL JAMB OR NEA�ER RECflYES NO POR710N OF 7HE IAAD
iRANSFERRED FltqA ME DOOR.
THE METFiOD OF TESTINO WAS IN SUBSTANTIAL +?04A,8�LB3� kJ�2328 l8S/FTy��N DESIGN LOADS OF:
CONFORUANCE Wlhl THE PROCEDURE DESCRIBED IN ASTM J. DOORS AND HARDWARE N7LL BE DE9GNED, MANUFACNRED
E330 & E1B98, AND DASMA 108 dc 116. THE PRESSURES AND INSTALI.ED WI7N $TANDMUS AS SET FOR7H BV OASMA
SHOWN ON THE DRAWINGS WERE CALWUIED USING ASCE 4, DOOR SECTIUN$ 9MALL BE 25 GA MIN. (.019') Rd1E0 :ORMED LIp1T
7-10 WITH THE FOLLOWING PARAMETERS (S FEET Of DOOR COMMEAqAL OUAUtt
WID7H IN 7HE END 20NE, ROOF AT ANY SLOPE): e. suvpoRTNO Smuc7una. e�ars sH�LL ee oESicNeD
N7ND SPEED MPH 188 752 145 138 133 BY A REq81RW PROFESSIONAL ENGNlEFR FOR WIND LOADS
INDICA7ED ON T11S ORAWNC IN ADq110N TO O7NER LOADINGS.
E%POSURE LEVEL B C C O D p. AMARR MANUFACTURES AND DIS7RIBU7ES GARAGE DOORS UNDEIt MANY
MEAN ROOf HEIGHT 3O' 1S' 25' 1S' 2$' BRAND UBELS, PLEASE 5EE uJARR-MANUFAC7uRED PRIVA7E UBEL CHAR7
FOR REFQtQ10E OF EOUtV/iLENT PR�UC75 FOR WINDLOAD APPROVAL
7. REFER TO TABLES ON THE PAOE 3 FOR ADD1710NAL DOOR X1D7HS
AND iMEIR DESIGN PRESSVRES
& PANEL STAMP DOES NOT EFFECT NINDLOAD CMABILIlIES.
G�LV STEEL EXTERiOR IMP�CT VINDOV FRAME V/.S' DITE ON GL�SS
rmwr rnnns e� �p. STEEL DOOR SqN
ENLED CiASS
tAYER
EALED GLASS
3Y GWRUfAN
� SIAtEHOND SB-I90
�.� STRUCTURAL AGFESIVE
1. 3/16• X V2• SCRELW -% UgS�ED TO �rypp
TFETS7EEL�INTERIOR INPI�T 11I�OV FRMIEV FRAME TO
3. ll/64' % 1/E' SCREW - USED T� fRSTfN DELOR�TIVE PLASTlG I�LDED
VMDOV �RAME TO TNE M1SSQIHLY
SECTION B-B IMPACT WINDOW DETAIL
N,T.S.
19'
'3 •2
5
io-sie• s
IMPACT GLAZING FASTENER DETAIL
N.T�S� �� �
INTERME041TE SEC710N
�PTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT
3' 20GA STRUT LOCATED RT TiIE T�
NID HOTT@1 � GLAZED SECTION
ATTIICHED V/(?� I/�• % 3/4' ME%
NERD SLREVS RT END qN0 CEMEA
STILES
WOOD JAMB ATTACHMENT TO STRUCTURE
one- x s• LR� scKtvJ sIRK utrG 6" FROM ENDS THEN 24' 0.C. tl 1/2' EMHEDNENY)
? X 6 VERTIGAL �AMB ATTAGl1 ENT TO 2000 PSI 1nu FTc
HILTI KVIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 21' O.L. (2 1/2' EMHEDMENT)
i HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 20' O.C. tl 1/�' EMBEDMEND
IIT4/RAMSET REDHEAD <TRU-BOLA 3/8' X 1' STARTING 6• FROM ENDS THEN 2�• 0.C, f2 1/2• EMBEDMENT>
',? X 6 VERTICAL JAM6 ATTAGHMENT TD HOILOV C-90 � K
' SIPWSON 1/4' % 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PA1RS OF �ASTEt�RS
�. C3' APART> AT 16' O.C. <1 1/2' EMHEDMENT)
HILTI 1/4' X 2-3/4' KVIK-CON II+ SCREVS STARTING 6' FRON ENDS, USE PAIRS OF
FASTENERS (3' APART) AT 16' O.C. (1 1/1' ENBEDMENT)
� X 6 VFRTICAL JANA ATTMiMENT TO CRWTED C-90 H � K (2000 Pcj R�T)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24• �.C. (1 1/4'
EMBEDMENT) <OR, USE FASTENERS FOR MOLLOW C-9p HLOCK>
■LAGS RND BOLTS CAN BE COIkJTERSUNK TO PROVIDE A RUSH MOUNTING SURFACE.
■PREPARATI�N OF WOOD JAMBS ITY OTHERS
400D CONCRETE
i STRULTURE STRUCTURE
s
a
W
s
w � �
1/2' MIN 2-3/4' MIN
2X6 JAMB
TYP.
HOLL04 HLOCK GROUTED BLOC
STRUCTURE STRUCTURE
1-1/2' MIN �
3' MIN
�VALLABIE 1R/.CK CpilqptA710115
KT3
TABLE 1
TABLE 2
TABLE 3
ui m�ac �n�awnr �uxa +/-r iuoMm x�n� sw No. a ae eEn[a aar
1['iV1SUtt t?UllU1Ly4VUC VIll1TIC
nttp:/Iitoriaabiuldmg.org/pr/pr app_dt�.aspx`?parar�vGEVXQwtDqs...
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pp�j�a ���pf BCiS Home I�4 �; User ReglstraHOn ; Hot Topfcs j SubmR Surtharge ; SWts & Facts � PubNcallor�s ! FBC Staff } BC1S SRe Map E Lhk, �' Search �
Busines (
Professi �al � prodnctApproval
gg U56R: Pubpc User
Regufation
s �Q,(��l�,�nnroval Menu > AppYeattOn DEtBII
Fl, #
Application Type
Code Versi9n
Application Status
Comments
Archfved
Product Manufacturer
Address/Phone/Emait
Authorized Signature
7echMcai Representattve
Address/Phone/EmaU
Quality Assurance Represenbttve
Address/Phone/Email
Category
Subcategory
Compliance Metl�od
FL15103
New
2010
Approved
�
OLDCAS7LE 6UILbING ENVELOPE
8655 ElM FAIR BLVD
TAMPA, FL 33610
(800)869-4567
KBLAYS�OLDCASTLEBE.COM
KAiHY BLAYS
KBLAYS@ OLDCASTLEB E.COM
! vanel Wai}s
� Storefronts
Evaluatton Report from a Florida Re9istered Architect or a Licensed
Flortda Profes.slonal Engineer
C Evaluation Report - Hardcopy Recelved
Florida Engfneer or Architect Mame who developed )oshua Royce
the Evaluation Report
Florida License PE-68180
Qualtty Assurance Enttty Architecturat Testing, Inc.
Quality Assurance Contract Expiratlon Date 12/31/2015
Validated By Rene J.Qulroga, PE
' ValidaUon Chedciist - Hardcopy Received
Certiflcate of Independence
FL15103 RO COI Certiffcate of Tndeoendence.odf
Referenced Standard and Year (of Standard) Standard
ASTM E283
ASTM E330
. ASTM E331
, , TAS 261
' TAS 2d2
. TAS 203
. of 3 • . �
�L
20Q4
zoox
2000
1994
1994
1994
7/21/2015 9:33'AM
Florida Building Code Online
Equivalence of Product Standards
Certifled By
Sect(ons from the Code
http://#londabutldmg.or�pr/pr_app_dil.asgxtparam--w�ir. vxclvv�uqs...
Product Appraval Method Method 1 Option D
Date Submitted 12/26/207.7.
Date Validated O6/20/2012
Date Pending FBC Approval 06/24/2012
Date Approved 08/07/2012
Summar of Products
FL # Model, Number or Name Description
15103.1 Serles 3000 Thermal Multiplane Sehes 3000 Thermat Multlplane Strorefront System
Limits of Use Installation Instrnctions
Approved for use in HVHZ: NO FL25103 RO II 10D3 4D.�
Approved for pse outside FIVHt; Yes Verifled By: 7ashua Royce PE 68180
Tmpact Resistan� No Created by Independent7hird ParCy: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: Maximum overail tested�size of 179" wide x FL15103 RO A_� 100364rev1.odf
98-7./8" high. System may be instailed to untfmited widths Created by Independent Third Parly: Yes
provided the maximum bay stze does not exceed 45" wide.
15103.2 Serles FG-5000 Series FG-5000 SGP Storefront System
Limits of Use installation instrucLions
Approved for use in HVHZ: Yes FLI5103 RO II 100365D.odf
Apprnved for use outside HVHZ: Yes Verlfled By: Joshua Royce PE 68180
Impact Rrsistant: Yes Created by independent Third Parly: Yes
Design Pressure: +60/-70 Evaluation Reports
Other: Maximum overall tested size oP 182-1/2" wide by FL15103 RO A 100365.odP
120" high. System may be tnstalled to unlimited widths FL15103 RQ AE 11062402 odf
provided the maximum bay size does not exceed 60" wlde. Created by Independent Third Parly: Yes
15308.3 Series FG-5100 Series FG-5100 SGP Storefront System
Limits of Use installaiioo Instructions
Approved for ase In HVHZ: Yes FL15103 Rb II 100366D.odf
Approved tor use outside HVHZ: Yes Verifled By: Joshua Royce PE 68180
impacc Resistanr Yes Created by Independent Third Party: Yes
pesign Pressure: +70/-70 �valuation Repotts
Other: Maximum overall tested size of 182-1/2" wide by FL15I03 RO AE 10Q366,odf
120" high. System may be instailed to unlimlted widths Ft15103 gQ AE �i�p�
provided the maximum bay stze does not exceed 60" wide. Created by Independent Third Party: Yes
15103.4 Series FG-510fl T Series FG-5100 T 5torefront System
Limiffi of Use � Installation Instruetions
Approved for use in HVHZ: Yes FL15 0� 3 RO T[ iQQ367D.odf
Approv� for use oulside HVWZ: Yes Verifled By: )oshua Royce PP 68180
impact rtesEstant: Yes Created by IndependenL Third Parly: Yes
Design Pressure: +50/-50 Evaluation Reports
pther: Maximum overalI tested size of i82-1/2" wide by FLi lU3 RO AE 1003fiZ.odf
120" high. System may be installed to uniimited wldChs FL15103 RO AE 11Q32505.p��
provided the maximum bay size does not exceed 60" wide. Created by Independent Third Party: Yes
Badc �
�„�«,�r � i� :: �oep,He�tn anonroe sn�eer. satlr��a,xee F� ��aoo �e.:.Sio-4�.is2a
The State of Fbrtda Is an AA/�D empbyer. o Me �,z007-2013 State of FlorHa. ;; DrAracv StatPmeM :: 2�ppi :: Reflmd •Statement
Under Fbrida I�w, emaU addrasses ara pub6e necords. tf 1rou do rrot want youre-ma0 addr�ss rekased In resDOnse to a p�o-records rcqueat, do not send
ekc6+onk maU to this mtRy. Uisteed, coMaet the oflke by phone or by tradRbnel matl. ff you have arry questbns, pleasa ceMad 850.a87.1395. *Pasuant m
SeCtbn 455.275(1), Flohda StaMes, efiecUve OUOber 1, 2012, 6censee5lkensed unOEr Chepter 455, F,S. must provide the DeparlmeM wRh an emaA address M
they have orre. The smaHs provlded may be used for oltklal communimtbn wRh ttx Hcensee. However emaH addreases are pubBC recrord. ffyou do rrot wlsh to
2 of 3 7/21/2015 9:33 AM
Engineering Eyalua�ion Repo�rt
Report: 100365
Mannfacturer: Oldcastle BuildingEnvelape
803 Airport Road
Terrell, TX 75160
Praduct: Series FG-5000 SGP Storefront System
Joshua Royce, P.E.
3 Indian Spzings Rd
Red Lion, PA 17356
Description of Product:
The frame is canstructed of 60b3-T6 aIuminum. The cornexs were straight cut, butted, sealed and
mechanically fastened using three #I4 x 1" SMS through the jambs into the head, silI and
honizontal members. A FP-8 steel reinforcement was utilized in intezmediate vertical mullions.
Submitted Technical Documentation:
1. Test Report 88723.01-401.-18 da.ted 04/22/2009, signed and sealed by Joseph Reed
(PE 58920} of Architectural Testi�ng, Inc. locatad in Tampa, FL.
TAS 201-94: Passed Large Missile T�npact
TAS 2Q2-94: Design Pressure: +60.0% 70.0 psf
Air Infiltration: 6.24 psf
Water InfiItration: 15.Q psf
TAS 203-94: Design Pressure: +60.0 /- 70.0 psf
2. Plastic gaskets provided by Tremco, Inc. tested at Excel Polymers, LLC
(accredited by A2LA certificate No. 0121-01) test report #73704 dated 02/49/11.
ASTM C864: Passed
3. � Installation drawing report 104365D signed and sealed by Joshua Royce, P.E.
4. ,Anchor calcula�ion report 100365A signed and sealed by Joshua Royce, P.E.
5. Quality Asswrance supplied by Archatectural Tesfiing, Izac. loca.ted in Yozk, PA.
Joshua Royce, P.E.
Date: 12/20/2011
Page 1 of 2
Engineering Evaluation Report
Report: 1.003b5
Joshua Royce, P.E.
3 Indian Springs Rd
Red Lion, PA 17356
Limitations of Use:
1. Maximum product design pressure of'+60.0% 7Q.Q psf.
2. Maxinnum bay size of 60" wide by 120" high. Product may be installed to an infmite
horizonta.l width provided the bay size does not exceed the 60" tested �width.
3. Maxirnurn daylight opening: 57-1/2" wide by 9b" high (bottom lite)
57-1/2" wide by 16-1/2" high {top lite}
4. Maximum averall tested size of 182-1/2" wide by 120" high.
5. Rated for use in the High Velocity �iurricane Zone {HVHZ).
6. Product is impact resistant and will not require the use of an impact protection system if
instaIled in the Wind Borne Debris Region.
7. Glazing mus� comply with ASTM EI300. The tested glazing consisted of 9-161aminated
glass consisting of 1/4" heat strengthened glass — 0.090" SentryGlas� Plus PVB — 1/4"
heat strengthened glass at the interior.
8. Glazing -- Dry glazed system using glazi�zg gaskets. The exterior uses push-in gasket FG-
1133 and interi�r has preset gasket FG-5948 (typical}. A 9/I6" g�azix�g bite was utilized
on all glass. See glazing detail included in drawing package 1U0365D for further deta.ils.
9. Units must be installed as per the i,nsta.11ation documented in drawing 1003b5D.
10. The instaIlation deta.ils described herein are generic and zz�.ay not reflect actual conditions
for a specific site. If site conditions cause the installation to deviate from the
requirements detailed herein, a licensed engineer or architect shall prepare site specific
documents for use with this document
Compliaace:
The above listed products �ave been shown to demonstrate compliance with the 20Q7 and 20I0
Flarida Building Code and with the Florida Department of Community Af#'airs for Statewide
Product Approval as per Rule 9N-3.005 method 1(d).
Certi�ficate of Independence:
In accordance with Rule 9N-3.009, I do not laave, nox do I ever intend to acquire, any financial
interest in any manufacturing company associated with this evaluaxion report. I also do not have
any financial interest i�n� the manufacturing company or any company associated with the
manufacturing company.
����\,"Gj��� � �'�"J,j�����i
;�� �o . •� E h s� ��F��:
• i�` t�'- ,
�,t r' rto. sa�aa �': �r
�; * :�
�� ' STA7'E OF '�
�t�Se� f a R l�% a�j~�.�c
._
SecareEleetronie Seal
lF°r Eice""aic snb'°�i°'u Joshua Royce, P.E.
��� Date:12/20/2011
�, Page 2 of 2
M�Mr
Florida Building Code Online
Page 1 of 2
;�:;:
s ► � p i. � �" � � 0
� __.. . �
�Oti�d �E�i�Tle(lt� BCIS Horne � Log Tn ( User Regtstratbn ; Hot Topks : Submtt Surcharge � Stats & Fa� ; PubRwdons : FBC Staff : BCIS Site Map : Unks ; S
Busines �}
Professi I �` Product Approva[ '
USER: Publk User
Regulation
� � Product aouroval M u> pr�{jy�t p� Aoplicatlen Search > Aoolication List > Applitation Detal
Fc. # Fussi9 ,
Appllcation 7ype New
Code Versfon 2010
Application Status Approved
*Approved by DBPR. Approvals by DBPR shalt be reviewed and ratl
by the POC and/or the Commisslon if necessary.
Comments
Ai'CI1I V�
ProduCt Manufatturer
Address/Phone/Email
Autho�ized Sfgndture
Technicaf Represerrtattve
Address/Phone/Emaif
Quality Assurance Representat�ve
Address/Phone/Emall
Category
Subcategory
Comptiance Method
Cert(flcaUon Agency
Val►dated By
Referenced Standard and Year (af Standarcl)
Equivalence of Product Standards
Certifled sy '
.Aroduct Approvai Method
r
Ol.DCASTLE BUII.DING ENVELOPE
8655 ELM FAIR BLVD
TAMPA, FL 336I0
(800) 869-4567
KBLAYS@0 LDCASTLEBE.COM
KATHY BLAYS
KBLAYS�OLDCASTLEBE.COM
E� rl r poors �
Swinging Exterior poor Assemblies
Certificatfon Mark or Listing
Miami-Dade BCCO - CER
7oshua M Royce, PE
�! Val(daCion Checklist - Hardcopy Received
Standard
iAS Z01
TA5 202
TAS 203
Method 1 Option A
Year
1994
5994
1994
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/21/2015
Florida Building Cade Online
Date Submitted
Date Validated
Date Fending FBC Approval
Date Approved
FL #
153I9.1
Page 2 of 2
os/ia/aox2
O6/21/2012
d6/25/2012
Model, Number or Name
MSD-375 MEDIUM S7ILE
OUTSWING GIAZED ALUMTNUM
ENTRANCE DOOR
Limits of Use
Approved for use in HVHZ: Yes
Approved f'or use outside HVH2: Yes
impact Resistant: Yes
Desfgn Pressure: +70/-80
Uther.
Description
MSD-375 MEDIUM STILE $'Q" OUTSWING GLAZED
ALUMINUM ENTRANCE DOORS WITF[ AND/OR WITHOUT
TRANSOM
Certtfication Agenry Certificate
FLi5319 RO C CAC 1112Q�SQ 375 DOORS.Ddf
Quality Assuranee Contract Exptration Date
02/17/2015
Insta[latlon Instructions
FL15319 RO TT 11120610 375 DOORS.�
Verifled By: Miaml-Dade BCCO - CER
Created by Independent7tiird Party:
Evaluation Reports
Created by Independent Third Party:
eack tuext
C'Antact Us :: 1940 North Monroe Sheet. Tallehassee FL 32399 Phone: 850-487-1824
The State of FbHda IS An AA/EEO l�ilpby2r. Comtr9aht 2007•2013 State cf FloAda. :: Prfvacv.StatemeM :: AC[�slbitkv ,$ em�nc :; ReA,nd Sta[emem
Under FbAda law, emali addresaes are public records Sf you da not want your rmafl address released In responae to a publiareeords request, do not sei
electronic maEl to thls eMity. Ins�ead, eonbct the ofiice by phone or by tradltlonat maiL If you have any questlons, D�� ��� BSO.�i87.3395. *PUrsuan
Settlon 455.275(I), FbAda StaWtes, etfecqve OCtober t, 2012, Iicer�sees Ikensed unda Chapter 455, F.S. must provide tlx Departmmt wEth an email eddr
Chey have one. The emalls provided may be used far ofAda! oommunicetlon with the Ikersee. However emal) addresses are public re�rd. If you do not wfs
supply a persona( addreas, please proWde the Department with an emall add2ss whlfi an be made avalWbk To the publtc To Oeterm3ne tt you are a ttaenseE
Chapter 455, F.S., pleesfl dkk j�,.
Produet Approval Aeeepts:
� � � �
Credi�C�arFE
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, SEE CHARfS ON
SERIES FG-5000 STOREFRONT SYSTEM SNEET 5
THIS SY5fEAf fS ftATEO FOR U�ItGE 1lISS1LE 111PACT RESiSTANCE•
SHU�7ERS ME PlOT REQUIREO.
COpE REpIMiEMEMS fOR SAiE6UARD5 11U5t BE OBSERVED.
'fH15 PROOIICf F4t5 BEEN t1E5IGNE� A�A TESiED TO COMPLY
rill►i �HE REWJIREA�MS OF THE ROR�A 9�ALDPlG CODE
2010 EOITION INCWDING H(*1 �F1-OCfIY HURRfCANE ZOHE.
Vt00D BUCKS, B'! OitiERS. MUST 6E ?NCFIORED PROPERLY
TO TRANSfER LOAAS 70 THE SiRUCfUf2E. �
ANCHORS SHqLL 9E AS LtST£0 M!D SHDYIN Ott TttE DETNLS.
MICHOR EMBEDS�1EMf TO BASf Mn7ERWl. SFIPLL 8E 9EYOND
WALL ORESSING OR SfUCC�•
ANCHORING OR LOlIDING CONDITIONS NOT SFtOti'�N �N TNESE
DEfNLS ARE NOT PART OF THIS MPROYAL
A 33X 1NCflEASf IN ALI.OWABLE STRE55 IS NOT USE6 IN TF�
DESIGN OF TMS SYSTEAL
ALL SiEEL IN CONTAC� Y1�IH AI-41lANURt TO 8E PNMEn ofi PUTID.
Nore 1: oLO. - onnne o�c�nc
NQTE 2: GUSS SIZE = DA.O, + 1 1/B'
D.LO.
NQTE� USE JAMB
REINFORCEMENT SEE CHART St1EET 5
IF NO JAMB 1
ANCHURS. SE� 2
CHART ON SHT. 5. „ „
�
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% // ��°�
/ / N �
M�CFiORS TYPE /` 8, OR C
SEE CHAFtT SHEEf 6 _FOR
ALIOWABLE LOA4S
INSTRIiCTIONS:
USE CHARTS 15 FOlLONS.
STEP 1: ��NME OE9CN N4ND LOAD FEOUIHE7dFN�5 BRSID
Ok YNND VELOCIIY, DLDC. HpGHT. W1ND IONE
USING APPLICnBLE ISCE 7 SfANDARD.
STEP 2: SEE CIiART ON SMEEf 4 FOR UEStGN LOAD
GPACIiY OF DEStRED G1A55 9ZE BASED OH
�+�s� mwu ouanna�
STEP 3: CHEqC NULLION PND JANB CPP/ICfIY i0R GNEN
SPACING AND HEIGF{T USMG CFIARiS ON SHEETS
S. iHE CAPACIIY SHOIAD EXCEED iFff DESIq! LOAD.
161NG CIfARr OH SHEEf 6 SELECi ANCHOR
STEP 4: OP110N WITH OESIGN RAi1NG NORE TFLW 17ESIGN LOAb
SPECIFlEO 1N SiEP 7 AHOVE.
TFiE 40V�ST VAtS1E RESULTING FROM SfEPS 2. 3
SfEP 5: ANO 4 SHALL APPLY TO EN71RE SYSTEfA.
_ i
/
� (
/ `
JAMB CONDITIOP! -
SEE CHARf SHEEf
6 FOR ALLOYlABLE
LOAOS
MICHOE25 TYPE A. B. -�—/
OR C. S£E CHART SHEfT
7 FOR ALLOWA6lE LQADS
NOTE:
SEE CHART ON SHEET � F6R
CWJNG OPTIOt15 AND LIIARATIONS
TESTED DESIGN IMPACT RAi1NG
PRESSURE RATING
SEE SHfET 4-6 LARGE MISSiLE
r107E; 7HE INSfAUAilON DETAILS DESCRIBED HEREIN
HiE GENERIC ANO IU�Y t{OT REFIECT FCTUAL CONIXfIONS
FOR A SPEqFtC SIiE. IF SITE CANDIfIONS CAUSE .
INSTALLA710N5 TD DEV1�iE FROIA 111E RFAUIREIdEMS
OE�MFD HERE�N, A 110ENSED ENG6�EfR OR ARCNRECT
S71ALl PREPARE SRE SPEqFtC DOCUMENfS FOR USE
WRFI 7H5 DOCUAiENT.
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FS-8 � 14 % 1° HEX t#1 SI.OTiED B POINT SCREi'1
1'10 X 2" PPfi SIEEL ATTAqiMENT SCREY!
FC-5196 POCf(ET F�LER
FG-5205 SILL PAN
F6-5180 SILL FLASHING
FG-5201 JAAIB
�G-5i93 �lULUON
DOW CORNIRG 995 STRUCiURAI SEALA�
DOW CORNMG 795 PERI�iER SCALANT
- 16 X 2" iYPE
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12/20/11
MULLI�N AND ANCHOR CONNECTIONS
STANDAFtD MlULLION
REINFQRCED
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FG—$Opo-PP-8 REiVFORCING
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SEE CLUSiER DN(�tAMS
FOR SPACING
TYPE "A�— 3/8' OIAMETER POYlERS "WE�GE BOLT°
iHRU i8Y WOOU Oft 28Y NUOD 8UCK5 INfO
7500 PSI EtlIV. CpNC, pR C--9D GROUI' FYIm
BLOCIG 2' NN. EAiBW. QiTO CONC. INt
NASONRY
pIECiLY INiO 2500 PSt YIN. ODNCRE7E
2' NIN. EMBED. IMO CONC.
3 1/1' tApl. mGE IXSiAkCE
6' wri. sP�ceia
TYPE "8'— 3/8' qANEfER iYPE `F" ANCHOR
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100365D
6
��� ��o
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Q FC-5000-FP10 SILL END DMI �s f5-54 -}10 X 3/4" PHAJIPS FLAT HD 61ACHINE SCREW
} �� � �� � �
a FG-5199 SE111N6 BLOCK
18 FG-5204 S1LL�F1EA0 I� FG-5113 CFiANNEL RLIER @ HEAD k S1Ll ac FG-5192 SEiTING CHAIR
� � � �
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r Q FG-5948 INiERIOR GAS(fi ,� FG-5000—FP-15 k i6 iYATER DEFLECTOR "'"°"''°O1"'
$� �
1 �
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� t� �
� fG-5206 SILL/I�AD +Q f6-1133 GASKET
r� � 5
�mmuu� ' m ��
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1--� ��
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STEEL �
BILL OF MATERIALS
PART NUMBER DESCRIPTII]N DIMENSI�NS
FS-54 END DAM ASSEt�1BLY SCREb! i110 - 24 X 3/8'
FG--5199 SETTING BLOCK .80 X.688 X.25
FG-594Q DRY GLAZE GASKET .381 X.710
FG-1133 EXTERiq12 fiLAZING GASKET .197 SPACE
FS-i3 HEX HD SLOTTED B POINT #14 X 1'
SCREW PHILLIPS PAiV HEAD #10 X 2'
SM-5601 - JDINT SEALAN7 7APE
FG5000-FP-10 StL� EtdD DAM
FG5000-FP-B REINFORCEMENT SiEEL
FG-5113 CHANNEL FFLLER @ HEAD & StLL
FG-5204 S7LL/HEAD
FG-5190 S1LL GLRSS Sl'�P
FG-5146 POCKET FILLER
f'C-5205 SI�L PAN •
FGSt80 SILL fLASHItdG
FG-5205 S1LL/HEAD
FG-S201 JAMB
FG-5193 MULLIDN
FG-5202 HOR[ZONTAL
DOW CORNING 995 STRUCTURAL SEALANT
DOW C�RNING 795 PERIMETER SEALAyT
FG-5192 SETTING CHAIR
FG-2188 VINYL FII�ER
i110 X 2' PFH TEK SCREW
fG-5000-FP-15 WATER AEFLECTL]R 15 8 16 L& R
0
4.875 X 3,093 X .b25
#14 X 1 HHSTS
1.697 X ,50 x .080
4.960 X 2,50 x .080
1.734 x 1.250 x .062
4.660 X .78 x ,062
5,27b X 2.750 x ,052
5.402 X �.625 x .OSO
4.980 X 2.50 x .080
5.00 X 2.50 x .080
5.00 X 2.50 x .080
4,980 X 2.50 x ,OBO
.8A4 % I.Q62 X .094
3.50 X ,365
X .875
MATERIAL
STEEL
EPDM
EPDM
STEEL
STEEL
ISOCRYL
MANUFACTURER
VARIES
EPG
EPG
EPG
SCHNEE
STEEL VARIES
STEEL VARIES
6063-T5 ALUMINUM VARIES
b063-Tb ALUMINU�1 �BE
6063-T6 ALtlMINUM �OBE
6053-T6 ALUMIPIUM �BE
60b3-T6 ALUMINUPI �BE
60b3-T6 ALUPtINUP1 OS£
6063-T6 ALUMINUM U9E
SILICONE DOW C�RNING
SILICONE DOW CflRNIPlG
6063-T6 ALUMItdUM OBE
VINYL flBE
STEEL �B�
R1GID VINYL �B�
NOTES
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100355D
8
254, �•� �- GK �(JR -�
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�6r�ss urects- ♦ o ! �,� �'' 1
. f�-,rass ureas—� �;` : , � . �n,�-
Ex. st Med. �lm 25' ll palm d. puirr� Ex.F°� Med. pa►► Ex.post� Sm patm 20" oak `J
^ / light light fight i ,
� N
o �
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t�i � O � �`� p �h
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h � • �r Existing puvement (asphatt) o! ; � � � �
°' a ' � � �'; I ; � � � �
� � � All columns @ 4` ht., , ' � � ia =
� .: . I walls @ 3 ` ht.,(tYp•) � , ai �, `� �
�
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' • �"'„', �,.� ! Med. n!m ` c .c a x
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Med. ,� 5� � � ! �
• 2 s�hlms r""�� �� Wults d� colurnns as
� a enclosure �
! � �-6rasS areas—� � �' All denoted landscaping is existing � �' ,
N
� 2 sm. \ Ims 3 sm. pn� , ; 6'
� •,--�
• �---6rnss are s h- ,�: x. Stg 46' 0" �
`� Existing glnss wafl y
o; I 2 sm `� 1 � Ta be removed �,
a' � �.. �_ _ . v., _ .�
�
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5►n palm y`�' LU
-i> . � , � {.. � O�
I � N Existing pavement (asphalt} � / � ,
j 6' high N � �
, ; Q �
, � o; o, Conc. wall Existing ' pC Q 1
� I o rrash U � DO
� � �,��� � `�'' C�or�r�tainment 5� ��� � �� �j-
� � �;� � \ � �, - . °° " ,�
- 2� a�
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\ ,� �
' � ��i'� Ex•Pv t , Ex.po � Ex. t \ ) .post � � � Z Y�
I��� _ � li9ht light � light •` �`� ,� flrg t 6' h' h - � 0
��� _, r . :. '; - �- . H L
� . . �� `r'.' , � . . � / -�5� ta/�im . � . . ♦__�rass are�s--� . � . . � � 25staJf.�lm � . , � Q . �_-t''rass aress--��. A:-.�---° onc. wa � , � Q.
< _... ,+ �.., . _�_ . . ^ � . , __ _" �i
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L��SL.� �
�-� 5-20� 5 238�7 C1 � �. l-I�C1I-I WA �/ � � N�Qi��C�i� �'����?Vll�l �",�� � ����I'�� � �37�b5 sc�L�� � ������ PLAN
MecaWind Pro v2.2.6.0 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date : 7/23/2015 Proj�ct No. : FOR1�R MCDONAI,D3
Company Name : Paul E Haglcr, Consulting Eng. Desiqned By : Paul E Hagler, FPE 20158
Address : 1172 Fernxood Description : Remodel
City : Holiday Customer Name : Craig Tennant
State : F1 34690 Proj Location : 23837 US 19 N., Cleaxwvater
Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2
V: Basic Wind Speed = 145.00 mph
Cat: Risk Category(I,II,III, and IV) = II
Exp: Exposure Category(B,C, or D) = C
RHt: Ridge Height = 9.61 ft
EHt: Eave Height = 8.00 ft
Ht: Mean Roof Height of Building = 8.81 ft
Theta: Roof Angle = 16.70 Deg
L: Length of Building(If Gabled, along Ridge) = 73.00 ft
B: Width of Building(Perpendicular to Ridge) = 51.75 ft
Kzt: Topographic Factor = 1.00
Lambda: Adjustment Factor for Building Height and Exposure = 1.21
I: Importance Factor = 1.00
a: 10� of Lesst Horiz Dim. or .4ia, whichever is smaller � 3.52 ft
2a: Length over which Zone A acts on Each Corner = 7.05 ft
Wind Pressure on Main Wind Foroe Resisting System (MWFRS)
Load A B C D E E G H EOH GOH
Case psf psf psf psf psf psf psf psf psf psf
--------------------------------------------------------------�--------------
1.00 30.88 -9.39 20.58 -5.32 -28.46 -19.05 -19.81 -14.49 -39.87 -31.20
2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
Note (1) ps = Lambda * Kzt * I* ps30
Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis.
Wind Pressure on Components and Cladding (Ch 30 Part 2j
All pressures shown are based upon ASD Design, with a I,oad Factor of .6
r---------------- i_ _�
------------
� Description � Width Span Area�Zone Max P Min P�
� � ft ft ft^2 � psf psf i
� -----------J-----
i
----------------------r-------------------
--------------
� 10 sf Interiar � 2.00 5.00 10.0�4 27.52 -29.80 �
� 10 sf Corner � 2.00 5.00 10.0�5 27.52 -36.81 �
� 20 sf Interior � 4.00 5.00 20.0�4 26.28 -28.6Q �
� 20 sf Corner i 4.00 5.00 20.0�5 26.28 -34.30 �
i
� 50 sf Interior � 8.00 5.00 40.0�4 25.17 -27.52 �
� 50 sf Corner � 8.00 5.00 40.0 �5 25.17 -32.13 e
� 100 sf Interior � 14.30 7.00 100.1�4 23.38 -25.70 �
� 100 sf Corner � 14.30 7.00 100.1�5 23.38 -28.60 �
i
� 200 s£ Interior � 28.60 7.00 200.2�4 22.56 -24.98 �
� 200 sf Corner � 28.60 7.00 200.2�5 22.66 -27.16 �
� Wall Interior � 20.00 8.00 160.0�4 22.95 -25.27 �
i Wall Corner �
3.52 8.00 28.2�5 25.82 -33.41 �
�
� Roof Interior � 20.00 10.00 100.0�1 11.18 -22.83 �
� Roof eave � 20.00 3.52 70.5i2 11.99 -34.21 i
� Roof corner � 3.52 6.52 23.0�3 14.26 -60.03 �
i
�11 p�`Eave overhang � 20.00 4.00 80.0�2H .00 -51.26 �
\\\�\��_����� �er_overhang � 3.52 4. 00 14.1 `3H _ _ - _ _00 _ _ 82_ 76 �
ts.� ��E�$EZ� �--+1'�"2H" or "3H" then MaxP will be zero per Fi ure 6-3.
���('Q'� �M�� P`� �� P= pnet30 ( from Fig. 30. 5-1) * Lambda * Importance Factor * Kzt .
�Fot� (3@l02 Area.<l0�then Area=10 or Area>100 then Area=100 for Zones l, 2, 3, 2H & 3H.
�c�� (4) �f AreaK��hen Area=10 or Area>500 then Area=500 for Zones 4& 5.
r� � ., .. . . . . _ . .. .. . . _
� Q � � �
♦ `
Paul � tet, �.R����,,�'`��
July 23,'rz/ '�''g+1����'�\�`\\,
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. �--6russ or�eus--� f--�;rnss areas—► o
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( �--6ross nreas—i a enclosure N All den ted landscaping is existing
2 sm. Ims 3 sm. Ims
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Demo existing non-compliant glass and metal
Mull bars of front (West) elevation
30' 6"
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�'' Pro f essiona I designs
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compliance wit _
edition, 2014. — �
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Paul E. Hagler, FF��
Dunedin, FL 34698��i,
'��iii�it►��
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727-738-9025
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---------------
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E�CISTIIV6 SECTION 2 "=1 ' - 0" ; ;
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�-15-2015 23837 U. S. HIGHWAY
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Existing 24" metctl roof joist (typ.�
Existing structural roof
6x8 mtl.
flash
Existing 24" metctl roof joist (typ.)
5 FT.
Simpson H 2.5A
Uplift 600.Laterul 110
Fla approval # 10456
Simpson Post Cap BC4
Uplif t 980, (ateral 1000
FIQ approval # 10860
8 FT.
Simpson Bctse BC40
Uplift 805, IQternl 770
Fla approvc►I #10860
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New 2"x8" roof framing C� 24" oc.
w/ 5/8" plywood shectthing, w/ 90#
underlayment, w/ cement roof tiles
� mntch existing.
Galv. Mtl. drip
2"x8" sub-fctscict
1"x10" fasciu
----------------------------- I
REVISED SECTION Y"=1 '-0" i-_� r_ i---------
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19 NORTH, CLEARWATER, FLORIDA, 33765 �ALE Z"=1 �-o��
2-117/8 microlams
New Qluminum metal
and glass storef ront
system. See attuched.
1-4"x4" C� each end of
Microlnm beum
• To the 6est of the crchitect or Engineen
Iv�owledge and belief,these plans and
specifications compry with the z014 Florida
Building Gode.
• These dmwings ond dui� are wlid for 12
months from date of beirg soakd.
� To the best of the knowkdgc of the archibect
or ugirrcers, mid plons and specifications
comply with the appliccbk minimrrn Build'ug
Codes and the cpplicabk minimum �ro mfety
standards.
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verified by the cartnoctar ond oery and all
discnepencu sholl be rcported to tht archltect
or ergineer prior to cortunencement 6 ca�str�uct.
ISSUE DATE BY:
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EXISTING FRONT ELEVAnON
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REVIS�D
ew storefront glass
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L VA TI'ONS
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months fran date of being smkd.
� 7o the best of the Imcwkdge of the architect
ar engineers, wid plars a►d specifications
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Cades and the applicabk minimmn firc safety
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DESCRIPTION
Dark Bronze hurricane
impact store front
window and door
system glazed with
9l16 thick clear fmpa�t
i,aminated glass.
OLDCAS7LE BUiLDINGENVELOPE SERIES FG-5UOQ STOREFRONT SYSTEM -- DRY GLAZED
mFOerE fwa€ va�rt� w� �: oi.o� . o� or�eaa
NU1E � dASS SRE � OA.O. + T t/9'
D.IA. D.lA. 94° MA%, � DJ.O.
SEE CNNii 9Nf�T 5.. . SfE aNARI'���� .. / OOOR it�iql6 6pD �ETMLS ' C�8'� �� 5. . SfE �EEf 8
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ANCxoRS � A e, �''�.� "a .. I .. � -. �
aR C. 9EE CxART SHEErs
6 fOR ALLO�p&E LOMS � iU1X. MU.1. SPACtl�fi �
SEE Cf1ARI5 ON
SERIES fG-5000 STOREFRONT SYSTEM � 5
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SEE CFNRi 9EET 6.fOR
ALLOYqBIE lAli65
t� y� � �� � � � � � INSTRUCTIONS:
sremms ae� Nw nEauwm. use aaxrs �a roiwws.
ooeE ��oa sa�ros wsr es oes�arto. sm� t: �oua nr� �wm ww a�nunam�es a�sco
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xto mnqN n6lw►�o r�I Vaeq�r wRPopiNE ta�E StEP t g'E CFqRT ON sHE[r i Foa oF.�a tD�
1Y000 �. 8Y CMt7tS I�IKI' BE MIG7MKD PAOPFR�Y � � 512E dl� qH
m tteW9FFA �m�oe m iNE SIRUCRNE •
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