SGN2003-07017
It
Supplem~nt to
CASE #: SGN
..
Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
DATE RECEIVED:
o
SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
RECEIVED BY (staff initials):
ATLAS PAGE #: ,t ~ ~ A-
I
o
SUBMIT ONE (1) COpy OF THE FOLDED PLANS (see C and D below)
SUBMIT APPLICATION FEE $ 300.00
ZONING DISTRICT:
LAND USE
CLASSIFICATION:
o
COMPREHENSIVE SIGN PROGRAM APPLICATION
(Revised 05/30/02)
- PLEASE TYPE OR PRINT-
GENERAL PRINCIPLES: The intent of the Comprehensive Sign Program is to provide private property owners and businesses with flexibility
to develop innovative. creative and effective signage and to improve the aesthetics of the City of Clearwater. This program provides an
alternative to minimum standard sign age subject to flexibility criteria which ensure that signage will not have an adverse impact on the
aesthetics. community character and quality of life of the City of Clearwater.
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1001)
PROJECT ADDRESS: ~ \ \D t--J ~C_l)I~S ~'.Jr
APPLICANT NAME: -n-re:- pa.rf'E"C~""[""}\-L'; O~ c.../$A-~ \})A""ffi R- I IN t
MAILING ADDRESS: ~\\O N., ~c..lH-,~ 1\\Jt:l t~~~WM~/2.l F-L
PHONE NUMBER: lld/) l'?>'6- l lPSLP FAX NUMBER: ,) 5 '5 - 7
PROPERTY OWNER(S): -r\1'€ m-tTE' N C.
(Must include ALL owners)
Check if AGENT is Contractor
,Sign Contractor Name:
State License Number: G deli J 0 $I Z J-
AGENT NAME: (Contact Person) -t.. A H~t.d \./-
MAILING ADDRESS: j I Dl.{ /lftk f/'y,dy'" 0/
PHONE NUMBER: 7"Z- 7 {, V z if <f 0 0
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FAX NUMBER: 727 "/? 5- 0 8'0 c>
B. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
o SUBMIT A COpy OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY
included herein in subsection F
C. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4-1001 and 4-202.A.23)
o SIGN PLAN with the following information (not to exceed 24" x 36"):
All dimensions;
Bar scale and date prepared;
Detailed, colored drawing(s) of all proposed signs including: height, area, text/copy, materials and colors;
Calculations used to determine area and height of all signs;
Details of all existing signs on parcel (indicate if existing signs are to remain with this proposal) including height, dimensions and area;
Illumination details including type, placement, intensity and hours of illumination, and area of signs to be illuminated. .
o BUILDING ELEVATION DRAWINGS - all sides of buildings with proposed and existing attached signage including fac;:ade direction, height
dimensions, colors and materials.
Page 1 of 4 - Comprehensive Sign Program Application - City of Clearwater
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D. SITE PLAN SUBMITTAL RIJlREMENTS: (Code Section 4-1001 & S!ion 202)
SITE PLAN with the following information (not to exceed 24" x 36"):
All dimensions;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Footprint and size of all buildings and structures;
All required five foot setbacks as measured from property line;
All existing and proposed points of access;
All required sight triangles;
Location of all public and private easements;
Location of all street rights-of-way within and adjacent to the site;
Location of all existing and proposed sidewalks;
Lot frontage on all street rights-of-way;
Location of all freestanding (including directional) signs proposed and existing (indicate whether to be removed);
Location of all attached signs, proposed and existing (indicate whether to be removed).
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DATA TABLE for existina, permitted, and proposed signs and development, in written/tabular form:
Land area in square feet and acres;
Lot frontage on all street rights-of-way;
Square-footage of building facades facing adjacent street rights-of-way;
Number and area of attached signs on parcel;
Number and area of freestanding signs on parcel.
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E. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-1807.C)
Sign age proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per
business or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land,
subject to compliance with the flexibility criteria outlined below. Monument signs, pursuant to Sections 3-1806.8.1.g and 3-18068.2 shall not
be eligible for this program. As part of the program, all sign types (freestanding, attached, windows, interior site directional, etc.) shall be
reviewed for the business and/or the development parcel to achieve compliance in so far as possible with these current regulations. A master
sign program for shopping centers, including all out parcels, and office complexes shall include all types of signs for all tenants/uses within
the development parcel. These will be reviewed as a Comprehensive Sign Program application.
All existing and proposed signs must be architecturally integrated into the design of the building and/or site using similar and coordinated
design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionately located on each
fac;ade with no protrusions above roof lines, over windows, trim, cornices or other building features.
o Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including how the criteria are met:
1. Architectural Theme. The design, character, location and/or materials of all freestandina and attached signs proposed
in a comprehensive sign program shall be demonstrably more attractive than signs otherwise permitted on the parcel
proposed for development under the minimum signs standards. All signs must be architecturally integrated intolwith the
design of the building and/or site using similar and coordinated design features, materials and colors, etc.
DIe> (u/U(J 01 tl\(! S'/'jh. it-..r:.,f,d,f^~ C.oI6/~ of th~ buld""J' TJ...~ .r'jA
IA",I/ /d'r-../,ly tfoe (Jlld:~ qt!rc:u:.J.h,t>',1 ......;f~ the ql,,/.It in C(.nf4l1AllrJ,c,j-e
th~;r eve.. b t .sC'i';'u'..) ((>/i.ddy
2. Height. The height of all freestanding signs proposed through the Comprehensive Sign Program shall relate to the
design of the sign and shall not exceed 14 feet in height.
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3. Lighting. Any lighting proposed as a part of a Comprehensive Sign Program is automatically controlled so that the
lighting is turned off when the business is closed.
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Page 2 of 4 - Comprehensive Sign Pre
2110 N HERCULES AVE
SGN2003-07017
SIGN
PENTECOSTALS OF CLEARWATER
Zoning: I atlas# 242A
4.
Total Area of Sign Faces. Height, I, Number and Location of Signs. The heigh, area, number and location of
signs permitted through the Comprehensive Sign Program shall be determined by the Community Development
Coordinator based on the following criteria: overall size of site, relationship between the building setback and sign
location, frontage, access and visibility to the site, intended traffic circulation pattern, hierarchy of sign age, scale and use
of the project, and submittal of a master sign plan for the development parcel/project. Additionally, the maximum
permitted sign area shall be based on the following formula when evaluated against the above criteria:
i. Attached signs - The maximum area permitted for attached signage shall range from one percent up to a maximum
of six percent of the building fa~ade to which the sign is to be attached.
ii. Freestanding signs - The maximum permitted area of all freestanding signs on a site shall not exceed the range of
sign area permitted by the street frontage or building fa~ade calculation methods set forth in Section 1806.B.1.c.i.
andii.
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5. Community Character. The signage proposed in the Comprehensive Sign Program shall not have an adverse impact on
the community character of the City of Clearwater.
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6. Property Values. The signage proposed in the Comprehensive Sign Program will not have an adverse impact on the
value of the property in the immediate vicinity of the parcel proposed for development.
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7. Elimination of Unattractive Signage. The signage proposed in a Comprehensive Sign Program will result in the
elimination of existing unattractive signage or will result in an improvement to the appearance of the parcel proposed for
development in comparison to signs otherwise permitted under the minimum sign standards.
8. Special Area or Scenic Corridor Plan. The signage proposed in the Comprehensive Sign 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.
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Page 3 of 4 - Comprehensive Sign Program Application - Cit~ 00~ ~~~;il ~~~_~~_,L~X:--
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I F. AFFIDAVIT TO AUTHORIZE AGENT/ATTESTING TO OWNERSHIP: (Code Section 4-202.1)
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--rl-tf:: PS"NTE eo;:; TIt L ~ C~ LLE1\ (2. L0A Tt'R I {N. c..
~1Q O~~~(D
(Names of all property owners)
1. That (I amlwe are) the owner(s) and record title holder(s) of the following described property (address or general location):
6>1l D N. ~wurs #.. V;C
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2. That this property constitutes the property for which a request for a: (describe request)
SIGN
3. That the undersigned (has/have) appointed and (does/do) appoint:
ED GAWSDN
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
6. That (I/we), the undersigned authority, hereby certify that the foregoing is true and accurate to the best of my/our knowledge.
STATE OF FLORIDA,
COUNTY OF PINELLAS
Before me the undersigned, an officer duly commissioned y the laws of thEf ,State of Florida, on this
::!v\y ,~OO.3 personally appeared ,~r f"I\~"-l ~\\lS.f~Yo
Deposes and says that he/she fully understands the contents of the affidavit that h /she signed.
Q. \ S+- day of
who having bee first duly sworn
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Notary Pu
My Commission ExPiresh \l
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#\II-Y'''~ TERESA A. SMETZER
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Page 4 of 4 - Comprehensive Sign Program Application - City of Clearwater
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CABINET SIZE: 5'xB'
Total Cabinet size is 40 square feet
ORIGINAL DESIGN
DO NOT DUPLICATE
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#1603257 SOLD
DUE TO TIlE PHYSICAL LIMITATIONS OF TilE PAPER AND INK-BASED
PRINTING PROCESS, THIS CUSTOM AR1WORK IS NOT INTENDED TO
PROVIDE AN EXACT MATCH BE1WEEN INK, VINYL OR PAINT,
ARTISTS RENDITION OF BRICKWORK, MASONRY, AND LANDSCAPING
IS NOT INCLUDED IN TilE PROPOSAL.
The
J.M. Stewart
Corporation
1-800-237-3928
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Pentecostals of Clearwater
Sign Landscaping Detail
OCT 0 3 2003
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1 gallon (4)
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2.5' x 5.5'
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CITY OF CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (127) 562-4567 FAX (127) 562-4576
loNG RANGE PlANNING
DEVELOPMENT REVIEW
October 17, 2003
Mr. Ed Lawson
Contractor
1104 Northridge Drive
Palm Harbor, Florida 34683
RE: Development Order regarding case SGN2003-07017 at 2110 North Hercules
Avenue (The Pentecostals of Clearwater)
Dear Mr. Lawson:
On October 16, 2003, the Planning Staff reviewed your application for a Comprehensive
Sign Program to enable signage as follows:
1. Freestanding Sign (monument-style), 40 square feet each side, 7.73 feet in
height.
The application for the Comprehensive Sign Program has been approved for the sign as
submitted (on file), subject to the following conditions:
Conditions of Approval:
1. That the existing freestanding sign be removed prior to final inspection of the
proposed freestanding sign;
2. That the freestanding sign is to be located within a 12 square foot landscaped
area;
3. That the landscaping be maintained; and
4. That the visibility of the address numbers on the freestanding sign base be
maintained.
Pursuant to Section 4-303, an application for a building permit shall be made within one
(1) year of the date of this Development Order (October 17, 2004). All required building
approvals shall be obtained within one (1) year of the date of issuance of the initial
building permit. Permitted time frames do not change with successive owners.
BRlAN]. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BIlJ.]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
.
October 17, 2003
#
Lawson- Page Two
The issuance of this Development Order does not relieve you of the necessity to obtain
any building permits or pay any fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this
letter with you when applying for any permits or licenses that require this prior
development approval.
If you have any questions, please do not hesitate to call Mike Reynolds, Senior Planner, at
727.562.4836. Zoning information is available through the City's website at
www.myc1earwater.comlgov/dePts/planning via the "Clearwater Parcel and Zoning" link
and "Code Resources" link.
('\ ,
Sin~etelY yours
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~
Li L. Fierce
Assistant Planning Director
cc: Mary Jo Fox, Sign Inspector
S:\Planning Departmenf\C D B\Comp Sign Prog\Hercules\Hercules N 21 ](Nlercules N 2110 - The Pentecostals of
Clearwatet'IHercules N 2110 - The Pentecostals of Clearwater Development Order. doc
CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REviEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIlDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (127) 562-4567 FAX (127) 562-4576
October 17, 2003
Mr. Ed Lawson
Contractor
1104 Northridge Drive
Palm Harbor, Florida 34683
RE: Development Order regarding case SGN2003-07017 at 2110 North Hercules
Avenue (The Pentecostals of Clearwater)
Dear Mr. Lawson:
On October 16,2003, the Planning Staff reviewed your application for a Comprehensive
Sign Program to enable signage as follows:
1. Freestanding Sign (monument-style), 40 square feet each side, 7.73 feet in
height.
The application for the Comprehensive Sign Program has been approved for the sign as
submitted (on file), subject to the following conditions:
Conditions of Approval:
1. That the existing freestanding sign be removed prior to final inspection of the
proposed freestanding sign;
2. That the freestanding sign is to be located within a 12 square foot landscaped
area;
3. That the landscaping be maintained; and
4. That the visibility of the address numbers on the freestanding sign base be
maintained.
Pursuant to Section 4-303, an application for a building permit shall be made within one
(1) year of the date of this Development Order (October 17, 2004). All required building
approvals shall be obtained within one (1) year of the date of issuance of the initial
building permit. Permitted time frames do not change with successive owners.
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER (1) BiLl. JONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER"
"
October 17, 2003
Lawson- Page Two
The issuance of this Development Order does not relieve you of the necessity to obtain
any building permits or pay any fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this
letter with you when applying for any permits or licenses that require this prior
development approval.
If you have any questions, please do not hesitate to call Mike Reynolds, Senior Planner, at
727.562.4836. Zoning information is available through the City's website at
www.myclearwater.comlgov/depts/planning via the "Clearwater Parcel and Zoning" link
and "Code Resources" link.
~m~l~YO~ ~CL
J~: c
Assistant Planning Director
cc: Mary Jo Fox, Sign Inspector
S:\Planning Departmenf\C D B\Comp Sign ProglJlerculeslJlercules N 211{N{ercules N 2110 - The Pentecostals of
ClearwateNlercules N 2110 - The Pentecostals of Clearwater Development Order. doc
e
.
CITY OF CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PLANNING
DEVELOPMENT REviEW
October 17, 2003
Mr. Ed Lawson
Contractor
1104 Northridge Drive
Palm Harbor, Florida 34683
RE: Development Order regarding case SGN2003-07017 at 2110 North Hercules
Avenue (The Pentecostals of Clearwater)
Dear Mr. Lawson:
On October 16, 2003, the Planning Staff reviewed your application for a Comprehensive
Sign Program to enable signage as follows:
1. Freestanding Sign (monument-style), 40 square feet each side, 7.73 feet in
height.
The application for the Comprehensive Sign Program has been approved for the sign as
submitted (on file), subject to the following conditions:
Conditions of Approval:
1. That the existing freestanding sign be removed prior to final inspection of the
proposed freestanding sign;
2. That the freestanding sign is to be located within a 12 square foot landscaped
area;
3. That the landscaping be maintained; and
4. That the visibility of the address numbers on the freestanding sign base be
maintained.
Pursuant to Section 4-303, an application for a building permit shall be made within one
(1) year of the date of this Development Order (October 17,2004). All required building
approvals shall be obtained within one (1) year of the date of issuance of the initial
building permit. Permitted time frames do not change with successive owners.
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL JONSON, COMMISSIONER
"EQUAL EMPLOYMENT A.."lD AFFIRMATIVE ACTION EMPLOYER"
1---
e
.
October 17, 2003
Lawson- Page Two
The issuance of this Development Order does not relieve you of the necessity to obtain
any building permits or pay any fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this
letter with you when applying for any permits or licenses that require this prior
development approval.
If you have any questions, please do not hesitate to call Mike Reynolds, Senior Planner, at
727.562.4836. Zoning information is available through the City's website at
www.myc1earwater.comlgov/depts/?lannin~ via the "Clearwater Parcel and Zoning" link
and "Code Resources" link.
~i;nJ~~~~ ~~
Li L. Fierce '
Assistant Planning Director
cc: Mary Jo Fox, Sign Inspector
S:\Planning Department\C D B\Comp Sign Prog\Hercules\Hercules N 211O\Hercules N 2110 - The Pentecostals of
ClearwateNlercules N 2110 - The Pentecostals of Clearwater Development Order. doc
e II
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FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
. 100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: ,EJJ ~vlf(),.J
FAX: r; t?..s- - () ?-Oo
-
Phone:
DATE:
/WI i<:6 /ley /l/o 4&J Phone: J 6? - '/ P J 6
10 - / 7- 0 3 SUBJECT: JlhJ2003- o? L:> /7
FROM:
MESSAGE: *Z .c/~j:~~ d~~
/.Z :;- <r6-:;; 2-00.3- 7D/
NUMBER OF PAGES (INCLUDING THIS PAGE) ,-5
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CITY OF CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PLANNING
DEVELOPMENT REvIEW
October 17, 2003
Mr. Ed Lawson
Contractor
1104 Northridge Drive
Palm Harbor, Florida 34683
RE: Development Order regarding case SGN2003-07017 at 2110 North Hercules
Avenue (The Pentecostals of Clearwater)
Dear Mr. Lawson:
On October 16, 2003, the Planning Staff reviewed your application for a Comprehensive
Sign Program to enable signage as follows:
1. Freestanding Sign (monument-style), 40 square feet each side, 7.73 feet in
height.
The application for the Comprehensive Sign Program has been approved for the sign as
submitted (on file), subject to the following conditions:
Conditions of Approval:
1. That the existing freestanding sign be removed prior to final inspection of the
proposed freestanding sign;
2. That the freestanding sign is to be located within a 12 square foot landscaped
area;
3. That the landscaping be maintained; and
4. That the visibility of the address numbers on the freestanding sign base be
maintained.
Pursuant to Section 4-303, an application for a building permit shall be made within one
(1) year of the date of this Development Order (October 17, 2004). All required building
approvals shall be obtained within one (1) year of the date of issuance of the initial
building permit. Permitted time frames do not change with successive owners.
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * Bm]ONSON. COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
e
e
October 17, 2003
Lawson- Page Two
The issuance of this Development Order does not relieve you of the necessity to obtain
any building permits or pay any fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this
letter with you when applying for any permits or licenses that require this prior
development approval.
If you have any questions, please do not hesitate to call Mike Reynolds, Senior Planner, at
727.562.4836. Zoning information is available through the City's website at
www.myclearwater.comlgov/deptslplanning via the "Clearwater Parcel and Zoning" link
and "Code Resources" link.
Si~~IY yourl ~cL
J:JJ Fieoce CJ
Assistant Planning Director
cc: Mary Jo Fox, Sign Inspector
S:\Planning Departmen^C D B\Comp Sign Prog\Hercules\Hercules N 211{N{ercules N 2110 - The Pentecostals of
ClearwateNlercules N 2110 - The Pentecostals of Clearwater Development Order. doc
DATE, TIME
FAX NO./NAME
DURATION
PAGE(S)
RESULT
MODE
~ANSMISSION VERIFICATION REPORT
TIME 10/17/2003 14:33
NAME PLAN
FAX 7275624576
TEL 7275624567
10/17 14:32
97850800
00:01:19
03
OK
STANDARD
ECM
4IJANSMISSION VERIFICATION REPORT
TIME 10/17/2003 14:35
NAME PLAN
FAX 7275524576
TEL 7275524557
DATE, TIME
FAX NO./NAME
DURATION
PAGE(S)
RESULT
MODE
10/17 14:34
97850800
00:01:19
03
OK
STANDARD
ECM
/C>,- )--0 J
stewart sign$! corn
:~ ~ 1~\nl IV] ;7'
.:' .;o~.__._....2- -
OCT fi 3 2003 \1
----~..._.... '.'
OJ J. \ e, ( ')i,'e- . '~
rc Ii ' I
,i. :::...
8'
'l7'fm fil:l "9c1,E QO
U UUtID t ~~4'~~.o
Pelfljfl(g?@(J}/iJff!laJIJ/lJ !\C=..\~
= @U @O(3)!fIWt']CIDUEmfJ \.*
2'
-,-
6"
-L--
(727)738-1656
2110
Electric In
/
I 3' 10" I
ANNOUNCER SUPRA
CABINET SIZE: 5'xB'
T
6'
7'83/4"
Total Cabinet size is 40 square feet
ORIGINAL DESIGN
DO NOT DUPLICATE
Ih # 418259 9-04-03 d/will
#1603257 SOLD
DUE TO THE PHYSICAL LIMITATIONS OF THE PAPER AND INK-BASED
PRINTING PROCESS, THIS CUSTOM ARlWORK IS NOT INTENDED TO
PROVIDE AN EXACT MATCH BElWEEN INK, VINYL OR PAINT.
ARTIST'S RENDITION OF BRICKWORK, MASONRY, AND LANDSCAPING
IS NOT INCLUDED IN TIlE PROPOSAL.
The
J.M. Stewart
Corporation
1-800-237-3928
/o~l1-C)j.
stew!lrt signs! corn
8'
u~~ ~~~~
p~ I;fJfl6J )f?DtJJ !(l~ (!?t7IlC7P t~~";
~ 6J..{jf7 f!!! fj U &1-19 c!J> ilY uuu& Cf1) 1> ....~
= OJIT@U@:ffitr\:\t!JaL'dUlEr ~~.
2'
,--
sn
-1-
(727) 738-1656
2110
Electric In
/
I 3' 10n I
ANNOUNCER SUPRA
CABINET SIZE: 5'xB'
':--Cj--n'-r"'
) i r; I \ J
./ u.': -iL,l}
;=~
OCT 0 3 2003
'. '~- ~~~~ -,-'r't~~f:"."J- \. '.,e:--j
or~t .J -;~u
T
5'
7'83/4"
Total Cabinet size is 40 square feet
ORIGINAL DESIGN
DO NOT DUPLICATE
% # 418259 9-04-03 d/will
#1603257 SOLD
DUE TO THE PHYSICAL LIMITATIONS OF THE PAPER AND INK-BASED
PRINTING PROCESS, TIllS CUSTOM ARlWORK IS NOT INTENDED TO
PROVIDE AN EXACT MATCH BElWEEN INK, VINYL OR PAINT.
ARTISTS RENDITION OF BRICKWORK, MASONRY, AND LANDSCAPING
IS NOT INCLUDED IN THE PROPOSAL.
The
J.M. Stewart
Corporation
1-800-237-3928
Pentecostals of Clearwater
Sign Landscaping Detail
-' r-c: !1 rffi
i:= ! I .
...:: -.
OCT 0 3 2003
_....\( ,
,...... - '~f.....
I Mexican Heather I
1 gallon (4)
Concrete Footer I
2.5' x 5.5'
I Landscaped Border I
4.5' x 9' (32.4 ft2)
Shrubs & Mulch
~e
I Church Sign I
.75' x 8'
'~e
Homestead Purple Verbena
1 gallon (6)
(2. ~V':J eJ I ((k d.rc a~f2
IO~:J-O:J
jII
e
Reynolds, Mike
From:
Sent:
To:
Cc:
Subject:
Reynolds, Mike
Thursday, August 14, 2003 3:51 PM
'Iawson@clearsurfusa.com'
Fierce, Lisa; Gerlock, Frank
Corrected e-mail RE: The Pentecostals of Clearwater; 2110 N. Hercules Ave.
Ed,
My e-mail sent to you earlier this afternoon incorrectly had a reference to having reviewed your Comprehensive
Landscape Program application. I have corrected the e-mail here, to say that I have reviewed your
Comprehensive Sign Program.
Mike Reynolds
To: Ed Lawson
Ed,
f- '(- O)
A Hz.<-
I have reviewed your Comprehensive Sign Program application submittal. My comments follow here.
vr. If you intend for your proposed sign to be a monument sign, there is a height limit of six feet. (Note that the sign
code allows freestanding signs at a maximum height of 14 feet.)pN-~ ./.,.~,Q. NV
~; If a monument sign, the address number (2110) should be on the sign base. 4//,-(,- /Jt.>..
v3. Site Plan. Label with dimensional arrows the sign setback distance from the property line (at least five feet).
W/t,....(,. ;tJJ.
~A. Site Plan. Show the visibility triangles. The sign needs to be located outside of any visibility triangle.
tt/JI.A,- 40.,
).5-. Label the proposed sign area in square feet. '1'0 1:;1 J"'~ 6o~/V
6. Provide building elevations or photographs (with dimensional arrows indicating height and width) to show any
existing signs on site. 'i lJ~roJ / I &-,4-t.1f ~t-w.4-f>(),,.(/.
Please call me to discuss your proposal. AI~;t /I7rri() ol AtJ.; h/ ,/J}'d- dF6wi.-/
Thank you.
Mike Reynolds, AICP
Senior Planner
City of Clearwater Planning Department
Tel. # 727-562-4836
1
It
-
Page 1 of 1
Reynolds, Mike
From: Ed Lawson [Iawson@clearsurfusa.com]
Sent: Monday, September 08,20037:35 PM
To: Reynolds, Mike
Subject: Sign documentation, Pentecostals of Clearwater
Hi Mike,
I felt like our meeting the other day was very productive. At this time I am still gathering the information you
requested to complete the process. I'm disappointed I could not get it to you by today, (Monday), but I will
continue to get this info for you as soon as possible. I'll call or email you as soon as I have it. Thanks again for
your help.
Ed Lawson
Contractor
727642-4460
19,\!V$QO@ CLE:ml$LLrtJ"t$g,,~Qm
9/22/2003
e
e
Reynolds, Mike
From:
Sent:
To:
Cc:
Subject:
Reynolds, Mike
Thursday, August 14, 2003 3:51 PM
'Iawson@clearsurfusa.com'
Fierce, Lisa; Gerlock, Frank
Corrected e-mail RE: The Pentecostals of Clearwater; 2110 N. Hercules Ave.
Ed,
My e-mail sent to you earlier this afternoon incorrectly had a reference to having reviewed your Comprehensive
Landscape Program application. I have corrected the e-mail here, to say that I have reviewed your
Comprehensive Sign Program.
Mike Reynolds
To: Ed Lawson
Ed,
I have reviewed your Comprehensive Sign Program application submittal. My comments follow here.
1. If you intend for your proposed sign to be a monument sign, there is a height limit of six feet. (Note that the sign
code allows freestanding signs at a maximum height of 14 feet.)
2. If a monument sign, the address number (2110) should be on the sign base.
3. Site Plan. Label with dimensional arrows the sign setback distance from the property line (at least five feet).
4. Site Plan. Show the visibility triangles. The sign needs to be located outside of any visibility triangle.
5. Label the proposed sign area in square feet.
6. Provide building elevations or photographs (with dimensional arrows indicating height and width) to show any
existing signs on site.
Please call me to discuss your proposal.
Thank you.
Mike Reynolds, AICP
Senior Planner
City of Clearwater Planning Department
Tel. # 727-562-4836
1
e John F. Barrett . ~
Windload Calculations
e
Exposure "B"
For: J.M. Stewart Co.
(C(Qr11
Purchase Order No.: : 936863 Footer is OK
~1l~I~~~-&-'N~'6i~.:]o.~~~er Std. 150 mPh.~~~~~_~___ _.___~Iu,!!!! is g.QP.~n__l____._.!.
Drawing Number: ! AN(FL)-S-N-17 i i ! ~Bolts are good in tension :
---.-... -- '.. - -... .--...-----.-.------.----.,.---..---.---"-...-.....-....---.---r-.m..... ......~._.._...____n... .___.__...... .....
Date: : 6/12/2003 i iVariables: · iBolts are good in shear
- . "'.. . .. n ..---..... .... ---..-..._.__..__.__._._.....~- '___ ......._...-+.._..m.._......._ ..j... .... ___.... .....,m. _ .. .._... _ _'. n..,
Approx. Sign Wt.. 1000 ribs. I Footer: Ilength L:] 5.5:ft. :Columns 2
-..------. ---...---...-----.--------.!- -.---~---._--------+..-_-~n-.-f-.--'--._-----._'---.-.-._-._..-f--_. _'.'0 "'."'--'rn -..~--..-"....-..-...\--.-._.,,--- +
~rJ~_~2~~~__...,._.._~---n 150 ! mph width W: ..-L._._.___.llf't.:___._. _..__~_~_:=._.___, 4 in
Max.Sign Height i 0-15 feet depth H: 4 ft. Id =: 4 in
I mportance'Factor"l 1.00 anchors:'--g fn:C~- 11"';--'--:- 3.625!in-
-'------. - -...---t.-.-...--. -,--..-
Vel. Press. Coef.** i 0.57 Bolts: 2 k = I 3.625 r in
_m_._...____. __ __"__ i---------t .___..... .+.__
~!.~~~R..onse** 0.85 Bolt dia. 0.302 in^2 w = ' 0.1.~Z.~_
~~I_o_(:;jty_~~ssure: Qz=.00256(Kz)(I)(V^2) Area 1 Area 2 Area 3 Area 4 Area 5 Area 6 :
32.83 Area: 12.14 28.84 0.00 0.00 0.00 0.00
-.----....--..
Design Pressure: P=(Qz)(Gh)(Cf) height 3.17 4.33 0.00 0.00 0.00 0.00
--.-..
width 3.83 6.66 0.00 0.00 0.00 0.00
h/w ratio 0.83 0.65 0.00 0.00 0.00 0.00
ANSI 7-98 T.6-11 P.66 Cf 1.20 1.20 1.20 1.20 1.20 1.20
1--_____ ......
.------ ... - __.~. Pressure 33.49 33.49 33.49 33.49 33.49 33.49
Structural Material:: 22000 centroid 1.58 5.33 7.50 7.50 7.50 7.50
n.'_______._ _..___ __ -..,-.---._4-_______~___ __.~
Steel Fb = 22,000! psi wind force 406.51 965.74 0.00 0.00 0.00 0.00
. .-. -- ._n..._..... . .___.n_n.m .,---.----.---- .----.--e-----._ _ ......
AlumFb=16,000ipsi I I,
.- .... -"- --.--.t---.-.....---.-n-----....--.-r-----r---- -..--....--.+-.-.-..-...---.-+- "n_._._ 'm.. ...
~I.o_wable Soil Lo~g___+-___~OO.O~__nJ._----+_____r_ _.________ i ....... ....__.~_.. ..........
__m. - __..; ____ _ _ . ___ --t-___+_____._....~F~~~- BOdv, Di~Qra~n._...
'-~- !
~ ~.... ....... .... ..:-~~~:=-=.-...E~F:J~= ~.1=.~=-.f=.~~~=-
-..-.. ....----..-..-----1-- __'___ f------..i---n.... ....n." ~-.__
I
----.-...-------.---j--
I
----.---...
1---.___ _m
....
~
--
965.74
-r---- '--r--'--
--'i-
I
1----_.
!
f-------.n.
!
I
".-... -.. .___.._. _._..m._._+--
I
I
- _.~-_...- .~-~_.-.- ..."- -.. -------.-----t----------
: Wind Force
..... . ....~1..-==3-3.....~=~...I...406~F.~= ~
--.... L ...-. .-..- --. ____n.. ..-.. n;_.._____. .........1'. --......-........
.' '---j-'- "--T
'm.__ ....... ... ...--..-.--..-1'.-------. ..-'-.
! 1.58
:.=---~~.-~.==.~~==r
-.
-.
~---.--,-.-J--, ..--.---.-.-----.--,-+--------.--~t------- -----..--.~---- .-
. .-----+...-----.---.I-n--.. . -. n'"
1-...._____J. ._....
Note: Clockwise moments +
-- -- --_. ..-{
--
Ma ~,
I
-.-+--
I
I
....
/
/
R1
.~~~~=--=-~.=-.~~~.. .i---------- -- +-I i
I / 2.67
--"-... ---j +-f----+.-
__"m_ ___ ___.... ___~--...-.._- / __:_.~_...___._ _.__........ ....._
-... -- --- -- :-- -.------' '------ .t----' '--'1Mo '" "'--;----------..----.-----t---;---------n "'--
'. .~ ~.~F~:=~:~= ~.~~~2~~tiTf~=M~=~~_~.....~i:~~.._~r) .~' ..
~-=.~~~~==~_-------t- ",un.' :. '::: ....":~~, ':-::::::'1 I PE "'"
.---1-- .___
I . , I.", "'.......
~.~ t.J~' . _ _
____.
936863.xls
Page 1
I -r-
JR:~.
h-/}, 0_,,>
i
i--
i
e John F. Barrett.~ e
Windload Calculations
For: J.M. Stewart Co.
:
--
Calculations:
Exposure "B"
____n_________ J __ - - __ _m _
;
-- -- :
----iBearing Are"3:nm-- IA--;--- I (CRw) r- - ! ;
=i= ... .=::===::~-;;-- .-:i=-=!ii~5~<i];.~F::'::-r
: Bearing Force R2 = (r)(A)/2
I Allowed R2 = 1650 Ibs
---- --------
-------
-- --------
Overturning
Moments:
M1 =
M2=
M3=
M4=
Ms=
M6=
__________m_
---------
1---- ----------------
r---------------------t
---------~- ------- + -
I I
--t---------t---
-------+----
,
!
-.t------
-----
--------------:- -
(f1)(d1+H)
(f2)(d2+H)
(f3)(d3+H)
(f4)(d4+H)
(f5)(d5+H)
(fs)(d6+H)
----j--
--1-
2269.71 ft-Ibs
9011.95 ft-Ibs
0.00 ft-Ibs
0.00 ft-Ibs
0.00 ft-Ibs
0.00 ft-Ibs
-+-
!
- r---------,--------
,
--- ___________.L___ __ __ -------+--------------------t------- _ __ _-j-_ n
Overturning moment due to wind: Mo = 11281.66 ft-Ibs! !
~i~~~~~ ~.; ~.~I~~~-~~~~~!~oncr~e -~
. ~WSF ! 7600 ~s i H = depth of footer
=_~-:_-~:=___~~:___:=~---i----------------------~------I ----t---__=__ r--===~l--=_~~~~~~:--
Resisting Moment Due Weight: MR = (WsF)(W/2) Footer is OK I
I MR = 11400.00 ft-Ibs
Ma = (F1D1+F2D2+F3D3+F4D4+FsDs+F6D6)
Ma = 5792.645 ft-Ibs Assumes footing rigid subjecting column to
_-__=-- -__ __ _:::n_:_-=-=:::=:___________ +--------1..- ___________I_________L~_~r1gi_r1Q_l)!!_E!~S-~s-=~T-----
Column D~~iQ~:..___i_----------------------_~Mc ~_ __J~~*Ma~~_:_________I-- __ ____
! I Mc = I 4054.852 i ft-Ibs : Oblique wind directions Table 6_11
-- --- ---- -,------------------------------,--------)----------- -----~------------ - ---- -,-------------- -- -------- ------
· i! i !Note 48 ASCE 7-98 p. 66
-..~..--.--.---~-.-.---,-.----,.---~---.,-.+---~ -~--~- .-----.----...---.----r-.--.-..-.-------...-.-.........--......-.-..-..."..-+.-._"'___._....~...._.._ u. _ ;..
iSection Required: Sx = Mc/Fb . ii,
---- - - _m________________----I___ I------------+-----------j------ _____ _,__ ____
Sx = 2.211737 in^3 ~__m __
I
A~ea-oTbolt- Ab-;;T------J .302fo~ 3/4 inch
_UUn HUm_ --u--)----n----~-----------____i__:--I-----:---n-_---+----- ..
based on minor dia. i .552 for 1 inch : S = ! P/Ab '
- ---.-..- u+..l-._..____..._ -..-.-...+--.-....-..-~------..-..--...;.-__n..~-._-.i.....--~---._-..--._.i.-- .._ .._.._ ._...~ ...-!-_
~..... ____ ___ _ l._~9~ f~r_ 1..?~_J~~~___n .~~:--------~~~?~-:~98~I~S/i~~?--. i
I i I i I !
,u '_._n._.._._._..._ _.+_._.u___......... ..__.+....._._...___.____...___......;. _..._...... ;,
I I I . I :
- .1 s .;--_ip/2td-~:=t~~-:~- _-=-t---------t---==t==~=1-~-~_______ -..-
S = 2271.94 Bolts are good in shear
-- -t-----------r---------- --,--
~--------+ -
.c".. "'.--J!lt!-
-----------
Resisting Soil Moment:
------------
Ms=
Ms=
I
---- ---------
Total Resisting Moment:
--------- ----------1-----
-.-____+._~___.__...___L
Moment about (a) Ma:
-.---.------ -.---.---.-- !
MT=
----------------
--
Column Analysis:
-----
Moment of Inertia:
1=
__n__U_______
Section Designed:
Sx=
Sx=
--
---------
-:------ -------
Anchor Bolts:
In Tension
P=
P-
,In Shear
+~-- -.......--...-..--...---.-..... .-------..
Bolt Yie:d Strength ! 55 kpsi
.. ---.-........--- ..._._._u._._ -___ ---...--.-r-+--~--u.._---
P = Shear force !
------------------------ ----1--_______
!..~_pl~!~mthic_kn~~__L
d = bolt minor diameter
Assu-mesignslldes no tip
--- !
Grade 2 I
----=~-===--=L
Qz = Velocity pressure at height Z
Z = Height off groung of Sign
936863.xls
:-
2rL/3(H'+W')
3333.333 ft-Ibs
--
1-----
14733.33 ft-Ibs
-j ---
.
-
6.943665 in^4
____ ____n_I___
----In --
- 1--
--- +---
- - +---
IIc
3.471832 in^3
Column is good
Mc/l
5406.469 Ibs
I
I
__ ___n____ ____+-__
"H' ~__m
-
Bolts are {jood in tension
-r-------
'''ua ~-~
Page 2
--~--
I
"t.4~.-I11 - '==-
..~,,'
P.l:. N.Q~-16=I-- ___
I
r:~~
.,.M1i
-
e
John F. Barrett.~
Windload Calculations
Exposure "B"
For: J.M. Stewart Co.
~~-~t~+~-~L~~~
---------__n___________n---;_ _n +----- ------+--------t---------t-------+---
~~~~l~?k~:~;forsolid Signs i + i -t--(..
-----
Note:...-.-__ Calculations conform to ACSE 7-98. From table 6-5 page 60, the Velocity
Pressure Exposure Coefficient (Kz) structures less than 15 feet high under
exposure "B" with gust response factors as described on P 29, SECTION 6.5.8.1
Gh = .85
f------
f------
1--------
f-------____
f-------------------_______
f--------_n_______________+_ These calculations were sealed as requested by J.M. Stewart Corporation for
------------- the purposes of certifying they conform to the listed specifications for wind
_______________' loading. If these documents are to be used for construction purposes outside
-r Florida or New York, the prevailing requirements of that location will need to be
reviewed by the appropriate Engineering professional as governed by rules and_____._
regulations of that State.
----- - ---~-_--_--__-- ~_--~~-~-_:_----_~_~--~-_~--=~~~--:~t~~--~=~=--~~t~~-~~-_-~~ _____ iseajt, ;J;( dftt-
----- ------ ------mnt---- - -+--Yf4I,.,) ~
~____n -----------:t (t) -/2- - 03
I
1---------
--
Registration:
New York #063279-1
Florida #44816
1
I
---__ ___un
T
t......
JOHNFRA~~RETt~
7140 JAVA ~RIVE
SARASOTA, FL 34241
P.E. NO. 44816
936863.xls
Page 3
----
~
---c
I
f------
.---
n
h
I
i
'-
-
II
8' 8"
8'
, '_0'-4"
5'
L
TT
.a FRAME & 4' 4"1
.. LAMP DETAIL 4'
Scale: 3/8" = l'
BASE PLATE
DETAIL
Scale: 3/4" = l'
---r
I
12"
~
5'-6"
1 1/4" DIAMETER
HOLES
1,5"
2" ELECTRIC OUT
(I USED)
J.M.S.
REMOVABLE BLANK
ELECTRICAL COVER
8 FOR CONNECTION
OF POWER
ELECTRIC CAN BE RUN
UNDERGROUND IN
CONDUIT BETWEEN
ANCHOR BOLTS
ON EITHER LEG.
NOTE: ON
SINGLE SIDED SIGNS.
FACING THE SIGN.
ELECTRIC IS
IN RIGHT LEG
1 1/4" DIAMETER
HOlES
1.5"
1 .5"
r'-
1
I
,
i
I
i
A. .118' PANFORMED POLYCARBONATE [U.V.) !..: ~
]'-"- ";i C)
B. FACE DECORATION PER J.M. STEWART ARTWOR~ ;~: I ~
C. EXTRUDED ALUMINUM VANDAL COVER FRAME i ..'=--\ C".I
D, CHANGEABLE COPY TRACKING (RIVETED) ;.. ...1 C".I ; .
E. ,118' FLAT. POlYCARBONATE VANDAL COVER F~t~-, ~LEARJ!jV.) I -c_ - ;
F. STAINLESS STEEL HINGE 3 REQUIRED I'~.'::-~..;..'l...:::> '. ....1 :..:.~c !.'
G. 3" x 1/4' PLANKING WITH 1/2" SPACING I"j] " -, ~:-.!
H. VANDAL COVER FASTENERS 3 REQUIRED Il(:;;'._:;::~=~~~~TJ ~~C'Ji
U:;-~~~:~~:::-:-._-] ~..!.J_
SPECIFICATIONS
FRAME
1. 7" ALUMINUM EXTRUSION
2, 1 1/2' EXTRUDED ALUMINUM RETAINER
3. 24 GAUGE GALVANEALED HAT SECTION
4. 1 1/2' x 1 1/2' x 1/8" ALUMINUM ANGLE
5. BALLAST - ADVANCE 2448-46 1 REQUIRED
6. LAMPS - F96T12 CW/HO 5 REQUIRED
7. SOCKETS - KULKA DOUBLE CONTACT SNAP IN
LAMP HOLDERS 582GDF & 583GDF
8. ELECTRIC OUT PROVISION
9. 4' x 4' x 1/8" STEEL SQUARE TUBE/WELDED AT JOINTS
10. DECORATIVE TRIM 24 GAUGE GALVANEALED STEEL
11. 6' x 12' x 1/2' STEEL BASE PLATES 2 REQUIRED
(WELDED TO LEGS AT FACTORY)
12. 3/4" x 30" J-BOLTS 4 REQUIRED
13. #5 REBAR GRADE 60 OR BETTER. TIE EACH JOINT
14. CONDUIT (SUPPLIED BY CUSTOMER)
15. 5116" x 1 1/2" SELF-TAPPING BOLTS 6 REQUIRED
16. 1/2' DRAIN HOlE
FACE
~
~42"~
TEMPLATE MUST' BE
NOTES
DESIGN FACTOR MEETS OR EXCEEDS - 123mph
EXTERIOR FINISH - PPG DURETHANE II (GRAFFITI
RESISTANT FINISH)
LAMPS INCLUDED
U.L, APPROVED
CABINET BOLTED TO STEEL SUPPORT SYSTEM
ELECTRICAL - 5.19 AMPS, 120 VOLTS
FOUNDATION ENGINEERING SHOULD BE REVIEWED BY LOCAL
AUTHORITIES DUE TO VARYING SOIL. WIND LOAD CONDITIONS,
AND FROST LINES (FOOTER DEPTH NEEDS TO EXCEED FROST LINE)
I
l-
5'
, ,'\-.
i
I
!
8'
~--------
G ~ ~
~
FACE DETAIL
Scale: 3/8" = l'
I
4'4"
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FIGURE 1
TITLE: REVISION
ANNOUNCER SUPRA 1 23mph 5' LEGS
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