FLS2014-01002725 ELDORADO AVE
° FLS2014-01002 ient
� � �arwater � on
Thomas Residential
� DetQChCCI DWBIIII Zoning: Low Medium Density Re Atlas #: 249A ures
IT i51NCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. Anr m��«...,....,, �___PTIVE,
INCOMPIETE 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 SET'S OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIREO WITHIN
ARE TO BE SUBMITTEO FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE
COMMUNITY DEVELOPMENT BOARD WILI REQUIRE 15 COMPLETE SETS OF PLANS AND APPUCATION MATERIALS (1 ORIGINAL
AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS.
THE APPLICANT, BY FILIN6 THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEIN FEE: $�Z00
APPLICATION FEE: $3(b
PROPERTY OWNER (PER DEED): Fred Thomas
MAILING ADDRESS: P.O. Box 6025, Clearwater, FI. 33758
PHONE NUMBER: 727-531-8913
EMAIL: jthomas@pinchapenny.com
AGENT OR REPRESENTATIVE: Mark Miller (Douglas Manufacturing)
MAILING ADDRE55: 1115 Cleveland St, Clearwater, FI. 33755
PHONE NUMBER: 727-�120-4802
EMAIL: douglasmfg�live.com
ADDRESS OF SUBJECT PROPERTY: 725 Eldorado Ave, Clearwater, FI. 33767
PARCEL NUMBER(5): 05-29-15-54666-012-0050
LEGAL DESCRIPTION: Mandalay Sub Bik 12 Lot 5
PROPOSED USE(S): Single Family 2nd Floor Screen Room
DESCRIPTION OF REQUEST: Change set back to 23' 6" for second floor screen enclosure.
Specifically identify the request
(include all �equested code flexibility;
e.g., reduction in required number of
parking spaces, height, setbacks, loi
size, !ot width, speci�ic use, etc.):
Plannir� � Devebprtwnt Departrnent,100 3. Myrtle Avenue, Clearwater, FL 337li6, Tel: 727-682-4567; Faz: 7Z7-562d865
Paga 1 of T Revised 01h2
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�
Planning & Development Departcnent
Flexible Development Application
Data Sheet
PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FIILED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPIETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING
APPLICATION CYCLE.
ZONING DISTRICT:
fUTURE IAND USE PLAN DESIGNATION
LMDR
RU
EXISTING USE (currently existing on site): Single Family Res
PROPOSED USE �new use, if any; plus existing, if to remain): Single Family Res
SITE AREA: 300
sq. ft.
GROSS FLOOR AREA (total square footage of all buildings):
Existing: 300 sq. ft.
Proposed: 300 sq.ft.
Maximum Allowable: sq. ft.
acres
GROSS FLOOR AREA (total square footage devoted to each use, if there will be mulfiple uses):
First use: sq. ft.
Second use:
Third use:
sq. ft.
sq. ft.
FIOOR AREA RATIO (total square footage of ali buildings divided by the total square footage of entire site):
Existing:
Proposed:
Maximum Allowable:
BUILDING COVERAGE/FOOTPRINT (1�` floor squa�e footage of all buildings):
Existing:
Proposed:
Maximum Permitted:
sq. ft.
sq. ft.
sq. ft.
% of site)
% of site)
% of site)
GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer):
Existing: sq. ft. ( % of site)
Proposed: sq. ft. ( % of site)
VEHICULAR USE AREA (parking spaces, drive aisles, loading area):
Existing: sq. ft. (
Proposed: sq. ft. (
% of site)
% of site)
Planrdng � Developmern Departrnent,100 S. Myrtle Avenue, Clesrvvater, FL 33756, Tel: 727-662-4567; Fax: 727-562-4865
Page 2 of 7 Revised 01/1T
1MPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site):
Existing: 300
Proposed: 300
Maximum Permitted: 0.65
DENSi71f (units, rooms or beds per acre):
Existing: 1 DU
Proposed: 1 DU
Maximum Permitted: 1 DU
BUILDING HEIGHT:
Existing: 21'
P�oposed: 21�
Maximum Permitted: 30'
OFF-STREET PARKING:
Existing: 2 Note: A parking demand study must be provided In conjunctron with any request
Proposed: 2 to reduce the amount of required off-street parking spaces. P/ease see the
Minimum Required: 2 adopted Parking Demand Study 6uidelines for further informafion.
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? S 8,600.00
20NING DISTRICTS FOR ALL ADJACENT PROPERTY:
North: LMDR
South: LMDR
East: LMDR
West: LMDR
STATE OF FLORIDA, COUNTY OF PINELLAS
I, the undersigned, acknowledge that ail Sworn to and subscribed before me this ��1'� day of
representations made in this application are true and [�QCemb �C . to me and/or by
accurate to the best of my know{edge and authorize
City representatives to visit and photograph the MU[k Mi 11e� . who' ersonally kn as
property describ� in this appiicatio�. produced as identification.
SignatJre of property owner
Notary public,
My commission expires:
IEi1iF�i
Ba�d TMu
Planning 8 DeveloprtieM Depertmwrt,100 S. Myrtle Avanue, Clearwaber, FL 33756, Tel: 727-662-4567; Faz: 727-562�885
Page 3 of 7 Revised 01H2
2017
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Flexible Development Applicat�on
� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPLETED FLIXIBLE DEVELOPMENT (FLDj APPLICATION, ALL FLD APPLICATIONS FOR A SINGLE-FAMILY
DETACHED DWELLING, DUPLEX, OR ACCESSORY USE/STRUCTURE ASSOCIATED WRH EITHER A SINGLE-FAMILY DETACHED
DWELLING OR DUPLEX SHALL INCLUDE A PLOT PLAN WITH THE FOLLOWIN6 INFORMATION:
❑ Responses to the General Applicability criteria as set forth in Section 3-914.A. The attached Flexible Development Application
General Applicability Criteria sheet shall be used to provide these responses.
❑ Responses to the flexibility criteria for the specific use(s) 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.
O 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.
O 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 5ection 4-202.A.5.
❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar
marine structure, then the application must provide detaited 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, ar the patching or reinforcing of existing piting on
private and commercial docks.
❑ A tree survey showing the location, DBH (diameter at breast height), and species on the parcel proposed for development
with a DBH of four inches or more and identifying those trees proposed to be removed.
0 A site plan with the foltowing information:
0 North arrow, scale, location map and date prepared.
❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area, and the Base Flood Elevation (BFEj of the property, as applicable.
O Location, setbacks and use of all existing and proposed building and structures.
0 Location of all existing and proposed parking areas, sidewalks and driveways.
� ❑4 4ocation, type of material and height of all existing and proposed fences.
❑ Location of all existing and proposed utilities, including water, sewer, gas, and stormwater.
❑ Location of all existing utility easements, including Official Records book and page numbers, and any proposed utility
easements.
❑ Building or structure elevation drawings that depict the proposed building height, building materials, and concealment of
all mechanical equipment located on the roof.
PlanMng d� Development Departmant,100 S. Myrtle Avenue, Clearwaber, FL 33756, Tel: 72T�62456T; Fax: 72T-562�865
Page 4 of 7 Ravised 01J12
� ' 1 '
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Planning & Development Department
Flexible Development Application
� - - - General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPIICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE
CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of the la�d will be in harmony with the scale, bulk, coverage, density and character of adjacent
properties in which it is located.
There are many homes on Eldorado Ave that share the same character that we designed for Mr. Thomas.
Pictures and addresses are provided in Exhibit A
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
or significant{y impair the value thereof.
Proposed screen enclosure fallows existing build lines and does not hinder any views of the water for
any existing dwellings.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
Screen enclosure is being built to meet all current building codes and to provide quality and safe outdoor
living for persons residing in the dwelling.
4. The proposed development is designed to minimize traffic congestion.
Screen enclosure will have no effect on traffic.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
The setbacks vary a lot on Eldorado Ave. Many of the homes are as little as 11' from the sidewalk.
The screen enclosure is being built on an existing deck, See Exhibit B.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts, on adjacent properties.
Screen enclosure borders Eldorado Ave and does not affect any neighboring properties privacy.
Planning � Devebpment Depa�nent,100 S. Myrta Avenue, Clearwatar, FL 33756, Tal: 727-56Z�4567; Fax: 727-SdY-4863
Paye 5 of 7 Revised 01l12
LL
° C earwater
�
Planning & Development Department
Flexible Development Application
Flexibilitv Criteria
PROVIDE COMPLETE RESPONSES TO THE APPLiCABLE FLEXIBIIITY CRITERIA FOR THE SPECIFIC USE(S) BEING REQUESTED AS SET
FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAII, EACH CRRERION
IS BEIN6 COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY).
1. Prior to construction of screen enclosure, meeting current setbacks.
See Exhibit C
Z. After construction of screen room, does not meet current setbacks.
See Exhibit D
3. Full set of engineered plans included.
4.
5.
6.
8.
PlanNn� d� DevelopmeM Departrnent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: t27-562�4567; Fax: 727�62-4865
Page 6 of 7 Revised 01112
�'
o Planning & Development Department
�� earwater Flexible Standard Development Application
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed — PRINT full names:
��-� T}�b„�..Gs _
2. That (I am/we are) the owner(s) and record title holder(s) of the following described property:
� a 5 F I r�oro.cl ��'1 v�e�,�-
3. That this property constitutes the property for which a request for (describe request):
e,kbo�c�, k� a3� ln" �ar ancl -1�r�noc �c�een
�.r� �asuc e.
4. That the undersigned (has/have) appointed and (does/do) appoint:
Mar c�M� ����
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 representatives to visit and photograph the property described in this application;
7. That (I/v,re), the u ersigned authority, hereby certify that the foregoing is true and correct.
Property Owner Property Owner
Property Owner
Property Owner
STATE OF FLORIDA, COUNTY OF PINELLAS
BEFORE ME T�UNDERSIGNED, AN FICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON
THIS DAY , ��l�../ , PERSONALLY APPEARED
WHO HAVING BEEN FIRST DULY SWORN
�
DEPOSED AND SAYS THAT HE/SHE FULLY UNDE
�"" " JACQUALYN R. DEGROY
� y
�'t�'�'�:
., .� Commission # EE 82A395
� a: Expires Decetnber 18, 2G16
�i,►,� ��� eonaw nw rrq Fen N�.,noe eooaesao�9
Notary Seal/Stamp
CONTENTS OF THE AFFIDAVIT TJj(AT HE/SHE SIGNED.
/ Notary Public Signature
My Commission Expires: �� / �
Planning & Development Department, 100 S. Myrtie Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865
Page 7 of 7 Revised 01/12
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6272 ABBOTT SfAiION DRNE UNR 101
ZEPFIYRFIILLS. Fl.. 33542
1-866-824-7894 TOLL FREE Qc fAX
R �S THE RESPONSIBILIY OF iHE CONfRACiOR AND FACH OF
HIS SUBCONTTtACTORS TO R�/IEW ALL DR4WINGS k REWSIONS
TO ASSURE COORDINAiION OF ALL WORK AFFECTING FJ�CH TRADE
FAILURE TO Rt�/IE1N ALL COMRACT DOCUMEM'S FOR APPLN'.ABLE
rr�s oF wowc sruu rior r�ue� nie R�.sPONSie� PNrrv
FROM PERFORMING ALL YYORK REQUIRED.
1. ALl TRADES MU5T CONFORM TO CURRENT EXISTING CODES
AND OROINANCES APPLJCABLE TO THIS PRQIECT
2. corrrnncroRS To v�wFlr n�t ow�sioris �wo coNOmoNs
3. ALL MATERIAL TO BE INSTALLED PER MANUFACiURII2S SPECS
4. ELECiRIGL PER LICENSED CONTRACTOR TO LOCAL AND
rinnoian� $rnNOUm$
5. CONTRACTOR IS R6PONSIBLE f'OR THE PROPER
WAiERPR00FlNG, FUSHING k SfJU.ING OF THE ROOF AND
STRUCTURE, D(1511NG AND NEW, M AND BEYOND lHE SCOPE
OF TH6E DRAWINGS
6. EMERGENCY ESGIPE dc RESCUE OPENING PER FBC R310.1
SWLLL BE VERIFlED BY CONTRACTOR k BUILDING OFFlCL4L
7. ALUMINUM 6005 T-5
R6K CA7EGORY I
ULTIIM7E D61GN WIND SP�: 140 MPH ( 3 SEC GUSTS )
NOMINAL OESIGN WINO SPEm.: 110 MPH
IXPOSURE: D
irrr�r� vr�s.suRe coEr�aErrr :( x) o.00
( ) +/—.18 — ENCLASED
COMPONENT AND CLADDING LOADS:
JOB DESCRIPTION: SCREEN ROOM
CONTft4CTOR: DOUGLAS MFG, INC.
wu,,E/�oo�ss: rHOMas __. __.
725 ELDARADO AVE
� CLEARWATER, FL
SfTE SPECIFIC DRAWING SHAU. PR�ADE
ALUMINUM E7(TRUSIONS SIZES, k IYPE OF ROOF
ALL PAG6 SIGNED AND SEALm.
I HEREBY CERTIFY TFIAT I HAVE REl/IEWED THIS PLAN
AND FOUND ff TO BE IN COMPLIANCE WffH
ASCE 7-10 AND 7HE FLORIDA BUILDING CODE 2010
1 �r � <
DAVID W. SMITH, p.E TkOMAS L HAk.iON, P.E
FL #53608 FL. %38654
MARK RONAI� DUNN, JR. P.E
FL /73968
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•:,'e �,
�=!
COLUMN SIZES PER
INCLUDED SITE SPECIFIC PLAN
Ci> TAPC�N
�� �� 6' FROM EACH END
II 11 & 24' O.C.
1-1/2' EMBEDMENT
il Y INTO C�NCRETE SLA
��CRETE� `.;,I,,.�. �:� ':I �-� . ft_.. :.':'..'.�
'�..? . �.• :.!-.. � .
INTERNAL FASTENING C�NNECTION DETAIL TD BASE RAIL
WHEN PAVERS ARE USED� WHEN WOOD DECK IS PRESENT�
TAPCON FASTERS SHALL PASS USE SAME SCREW PATTERNS
THRU PAVERS TO PR�VIDE BUT REPLACE C�NCRETE ANCHC
1 1/2' EMBEDMENT INTO EXIST. W/ #10 DECK SCREWS
d Cl) TAPCON
11 6' FRUM EACH END
& 24' O.C.
1-1/2' EMBEDMENT
INTO CONCRETE SLAB
: 1X2 O.B.
,'_`' 3' MIN
��. �� EDGE DISTANCE
COIUMN SIZES PER u�
It�LUDED SITE SPECIFIC �
INTERNAL FASTENING M �
MIN <4) #lOxi'
WASHER F�ADED SCREWS
CORROSI�N RESIST
IN SCREV BOSSES �;: . .. •, � ;,�.
•=;:.�' �:l�
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VER
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TH2U PAVERS . l.l:�� ,
1-]/2' El�EDlIENT ' .° �' '
. . � r, x. _
D(TO EXIST. �'"'�`
CO�RE�E SLAB ' 4t+i
0
POST TO
EDGE BEAM
CONNECTION
METHOD WHEN UPRIGHT
2'xH' AND EDGE BEAM ARE SAME WIDTH
PER PLAN
FASTEN 2'X2'X.125 ANGLE
W/CH) #lOx3/4' TEKS
EACH FLANGE
ANGLE SH�ULb BE SAME
WIDTH AS BEAM
. .
SIDE ELEVATION ALUM COLUMN
NOTE� Cl> SCREW PER INCH ❑F REC. CHANNEL ❑R ANGLE
DETAIL
ALTERNATIVE ENLARGED VIEW METH❑D WHEN UPRIGHT & EDGE BEAM ARE SAME WIDTH
AT FASCIA ATTACHMENT
FASTEN PANELS TO EDGE BEAM W/
#12x4-1/2' TEKS @ B'O.C.
BEAM SIZE
2X3X,050
2X4 PATI❑
OR SMB
2X5 SMB
2X6 SMB
,.
��
0
0
2'x6'
PER PLAN
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FASTEN PANELS TO EDGE BEAM W/
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2x6
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C2) 5/16' B❑LiS
C2> 3/8' B�LTS
2XFi EDGE BEAI! CONNECTION TO PDST
C�> 3/8' BOLTS ��HOD WHEN UPRICHT IS WIDER THAN EDCIs' BE'AM
FIT ADDITIONAL CLIPS WHEN ALUMINUM C❑LUMN
COUA�IN SIZE PROVIDES ROOM PER SITE SPECIFIC DETAIL
(2)/SIDE MIN
2'x2'X.125 ANGLE CORR❑SION, RESISTANT, FLANGE
EACH SID
•C2) DECK SCREWS 2) �lOX3' DECK SCREWS
PER 2' fLANGE PER 2' B[]TTOM FLANGE
F�2 FASIENAJG
T❑ DECK • • 1' 2' ALUM OB
FASTEN 1X2 TO POST
W/ OlOX 1-1/2' SMS
6' FROM EACH END
8. 24' O.C. MAX
1) TAPCON
6' FROM EACH END
& 24' O.C.
1-1/2' EMBEDMENT
INTO CANCRETE SL
0
�
INTERNAL FASTENING C�NNECTION CORNER POST DETAIL
FBC PLANS & ll THE BASIC DESI@7 VIND SPEED = 160 l�Fi idt/130 !PH ASD 3 SEC l�1ST
ENGINEERING SERVICE, INC. 'd
��ry �, y� 2> RISK CATEG�RY I- WIND EXP. 'D'
ZEPtIYRfm.t.s. F'l.. 33542 3> THE INTERNAL PRESSURE COEFFICIENT FOR 3 SIDED SCREEN RO�M =+/-A,0
1-e�-e2r�e54 4> COMP. 6 CLADDING PRESSURES� RO�F Z�NE 1= 12.4 /-30.4 PSF I C�MP. 6 CLADIIING PRESSURES� ROOF ZONE 3= 12.4/-76.8
�" �� F� COMP. R CLADDING PRESSURES� ROOF ZONE 2= 12.4 /-51.0 PSF COMP. 6 CLADDING PRESSURES� WALLS= 27.B /-35.6 PSF
l�X�"�� ❑�B�
ADDITI�N
WITH EXISTING
ALUM. C�LUMNS
❑R BEAMS
� �Y�
#lOx2' SMS �
@ 8' ❑.C, �
i%_
OPEN BACK BASE RAIL
210BOTTODME FLANGEREWS
c2'X2'Xl/8' ANGLE
#lOx3/4' SMS
lx2 OPEN BACK
� BASE RAIL
k10x3/4' SMS
lx2 OPEN BACK BASE RAIL
<2) #lOX3' DECK SCREWS
PER 2' BOTT�M FLANGE
-2'x2'X2'X1/8' ANGLE
-C2)#lOx3/4' TEKS
1 x2 ALUM OB x @ 24' U.C.
BASE PLAiE (TYP)
FASTEN 1X2 TO DECK W/'
#lOX3' DECK SCREWS
6' FRUM ENDS AND 24'O.C.
7' MIN.
MEAN RUOF
REQUIRED
HEIGHT
FRONT SLBVATION
�oc� ro� mc srr�s
T�us s�T Mt�sr sE �awnt�
HY A SITE SPECffIC DRAVING
ALL PAGES SIC��ED L SEALED
D.C.
ANGLE SH❑ULD BE SAME
WIDTH AS UPRIGHT
1
� 8.8 PSF
!
MAY ALSO HAVE ACRYLIC OR VINYL BlW-WT
�EXPECTED� TD Ex� ED� 75�l�PH.�3 � �T.
❑PEN BACK
BASE RAIL
SMS
3'x4' COMPOSITE PANEL FL 2291 OR EQUIV.
�R�OF FASTEN W/ #12 x 4-1/2' 2 8' O.C. AT ENDS AND RAKES
FL 2291 OR EQUIV, COR)
12'X3' RISER PAN R�F FASTEN W/ <3> #10 X 3/4' WASHERS/NUTS
SEAL HD TECH SCREWS2 BOTH ENDS & 6' O.C. AT RAKE EDGES
1'XH' ATTACHED TO HOST STRUCTURE
�WITH #lOx3' LAG SCREWS OR
1/4' x 2-1/4' TAPC�NS, 24' O.C.
6' FRflM TOP AND BOTTOM
-� 2'xH' GIRT
-� AT HEIQiT 'Y' AS DESIRED
� � � FOR KICK PLATE <H=16'-24'>
� F UR FOR CHAIR RAIL CH=36')
� VHEN KICK PLATE IS TO BE INSTALLED�
� FASTEN 022' ALUM. 'KICK PLATE'
y W/ #10 TEKS @8' O.C. MAX.
� 1'xH'
_ � ALUM BASE RAIL
FASTEN W/ #10
x 3' DECK SCREVS
e 2a• o.c. MAX
CORROSION RESISTANT
� �� 4'
J
L HANSON PE t38654 DAVID V. SMITH PE �53606
SCREEN R�OM - RISK CATEGORY I 160u1t
I►EREHY CERTTfY TFhT I HAVE REVIEVED THIS 130 ASD
Puw a�m �n rr ro � vr c�aw:� vrrH EXP. D
nsc� �-�o a�m ��mn �unnu+� c� 2oio
ROOF ALTERNATI VE
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RIDGE BEAM CONNE'CTIONS
ALUM RIDGE CAP W/
#lOx 5/8" SMS C�RROSI�N RESISTANT
� @ 12" ❑.C,
2`X8' SMB
RIDGE BEAM
C4) 3/8' THR❑UGH B�LTS
WASHERS&NUTS
3'X3"X.125 P�ST�
❑PTIONAL lx2 ❑PEN
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C�MPOSITE
PANEL
ROOF
N❑TE� C�NNECT❑R MAY BE C2) 2"x2"xl/8"xH ANGLES
❑R INTERNAL "U' ❑R EXTERNAL "U' CHANNEL
N❑TE� CN=HEIGHT ❑F SMB) H N=H
ALUM 2"x " SMB PER SPECIFIC DESIG ,
FASTEN W/ #12x3/4" SMS
CN) PER SIDE OF C�NNECT❑R
FASTEN C❑NNECT❑R T❑ P,T, LEDGER BOARD
W/ CN> 1/4x1 1/2" LAG SCREWS
PT 2X LEDGER �R FACIA FASTEN W/-
1/4x1-1/2° LAG SCREWS @ 12" ❑,C MAX
DETAIL " ll 9 BEAM TO HOST STRUCTURE
FBC PLANS &
ENGINEERING SERVICE, INC.
38351 COUNTY RA 54
ZEPHYRHILLS, FL. 33542
1-866-824-7894
TOLL FREE & FAX
ENGINEERS NUTES�
i> TF� BASIC DESIGN WIND SPEED = 140 MPH ult/110 MPH ASD 3 SEC GUST
2) RISK CATEGORY I— WIND EXP, 'D'
3> THE INTERNAL PRESSURE C❑EFFICIENT F�R ENCLOSED=+/— ,18
�PEN STRUCTURE _ +/-0.0
THIS SHEET MUST BE ACCOMPEWIED BY
AlL PAGES SIGNED & SEALED
W
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(_.)
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�
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0
_
2'x2'x.125' A�GLE
EACFi SIDE
REFER T❑ INCLUDED SITE SPECIFIC SHEET
INDICATING WHERE C❑NNECTI�N IS APPLICABLE
ALUMINUM P�ST
❑R ALUM. SMB
3/8' THRU B❑LTS, WASHERS &NUT
CORROSION RESISTANT(2)
C6) #10 DECK SCREWS (EXTERNAL) OR
C4> #10 DECK SCREWS (INTERNAL>
OR EQUIVALENT
MIN, 2' EMBEDMENT.
CORRUSIDN RESISTANT
PT 2'x_' PERIMETER JOIST
��� 4 (3
HAtdS�N PE #38654
POST TO DECK
CONNECTION
DAVID W. SMITH PE #53608
4dMAX ❑�C i�
TYPICAL
C�NNECTION DETAILS — RISK CATEGORY I
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010
FBC PLANS &
ENGINEERING SERVICE, INC.
5272 ABBOTT STATION DRFVE UPQT 101
ZEPHYRHILLS, FL. 33542
1-B66-824-7894
TOLL FREE & FAX
(v SCREV PER DfCH OF AN0.E
F�2 Ca9�lECT701�IS
FASTEN ?�RAlI. L �EN BACI(
'i0 ALl�1. UFW /[1PEN saac vi
2'X2'x012' REC CHANI�EL Qi ALCR1 ANGLE FASTEN RAA.ING 1J/
FASTEN V/ +1E X 3/4' TEKS ANGLE Cl.IP
C� EA FLANC� COhU�lECTI
STAII�ESS .STEEL AS �f/WN� F��
rrPtcn� aon� �ns
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tl) - 3/8' WEDGE ANCF�IR
INT� ANGLE BRACKET
W/ P` EFIBEDMENT INTO C�ICRETE
WHEN PAVER DECK IS PRESEN7�
CLEARANCE F�LE IS NEEDED TF�U PAVER
taiTE� VF�N APPLYtNG T� WOOD DECK
ItSE �10 DEq( SC�YS dt V4' LAG �AEYS BI PL110E ff CQN�EiE fASlElERS
ENGINEERS NOTES�
F�R 140 MPH ULT/ 110 MPH ASD, EXP. B
2x2 ALUM TaP RAIL
FASTEN TO WALLS �
AND COLUMNS PER DETAIL;
1' x 1' x,040' ALUM PICKET
@ 4 7/8' a,C.
FASTEN TOP 1�� BOTT�MI V/
C2) #lOx 1 1/2• TEKS
STAINLESS STEEL
1'x2` DPEN BACK—
FASTEN T� DECK W/
DIA X 3' TAPC�IS
'USION RESISTANT
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. i:.a`• ' ' 1
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GUARD RAIL DEZ`AILS
PER FBC SECTION 1018
(1)-1/4' TAPC�V, 24' O.C„ IN FIELD
W! i-1/2' EFlBEDMENT
INTO C�NCRETE SI.AB
NOTE� MAY USE 2X3 POST 6 SNAP FQt TOP RAIL HAN�AIL
BETVEEN UPRIGH?S
SCREEN & GUARD RAIL DET�4:IL
THES SHEET I�JST BE ACCOMPANIED BY A SITE SPECIFIC DRAWING, ALL PAGES SIGNED & SEALEL
� � � �- � J
HBMAS L. HANSON PE N38654
NaTE�
YOtJ MAY USE MAXI RAIL FflR GUARD RAI�
FASTEN IX1 PICKET Itd HANDRAiL T�
EACH ALUMINUM UPRIGHT W/
#10 X 1-1/2' TEKS , S' �.C.
EACFI MAXI RAIL POST TO BE
FASTENED TO THE PLO�R W/ C4)
1/4' LAG SCREVS OR #10 DECK SCREWS PER POST
DAVID W. SMITH PE �k53608
SCREEN/GUARD DETAIL - RISK CAT. I
I HQtEBY CERTIFY THAT I HAVE REVIE4/ED THIS
AND FOUND IT TQ BE IN COMPLIANCE NI7H
ASCE 7-10 AND THE FLORIDA BUILDING C�DE 2010
❑
❑
ON-SITE T.B.M.
SET NAII & TIN
ELEV.= 5.28�
N.A.V.D. 1988 —�
ON-SITE T.B.M.
SANITARY SEWER I�.H.
N. RIA1 EL.= 5.25'
.��
SECTION . . .5. . . , TOWNSHIP . . 29 . . SOUTH, RANGE . . 15 . . EAST, . . , , , PINELLAS , , . COUNTY, FLORIDA
FCI� 4•x4• BOUNDARY SURVEY
N.W. CORNER OF BASIS OF BEARINGS IS ASSUMED
LOT 8, BLK. 12
1
�:
I N �
� 3 0
�
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I y ^ o 0
N � �
�'
��
' 30'R d'
, I�:�:�:�:���
LUIVt Vt
(B.F.E.= 13')
BENCH MARK
N.G.S. "F 3"
ELEV.= 2.72'
N.A.V.D. 1988
1 �
���
' �� 4
I � ��
(
� W —> ,,, � �
6
ZONE "AE"
(B.F.E.= 12')
= m � N O
� M N
� � O �
O
c � t�i � O'��.
p�p v Z Z N
d
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LEGEND
FC1� 4"x4�
PLATTED P.C. OF
LOT 1, BIK. 12
� - AIR CONDITIONER
� p�p0 - ELEVATION
• - POWER POLE
m - RECLAIMED WATER METER
sO - SANITARY SEWER MANHOLE
� - WATER METER
- - - - OVERHEAD WIRES
OCOPYRIGHT 2014
ALL RIGHTS RESERVED
George A. Shimp II 8. Associates, Inc.
Anyone copying this document in ony monner without the
expressed consenf of GEORGE A, SNIMP ll & ASSOCIATES, INC.
sholl be prosecufed to the tull extent of the law.
DO NOT COPY OR REPRODUCE
CERTIFlCATION: I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF
THAT iHE SURVEY SHONM HEREON SUBSTANTIALLY MEETS THE IAINI�IU�I TECHNICAL
STANDARDS FOR LAND SURVEYING DESCRIBED IN iHE STATE OF fLORIDA RULE 5J-17,
F.A.C. FURTHER�IORE, iHIS CERTIFICAiION SHALL NOT EXIEND TO ANY OTHER PERSONS
OR PARTIES OTHER iHAN THOSE NAAIED ON THIS SURVEY AND SHALL NOT BE
VAUD AND BINDING AGAINST iHE UNDERSIGNED SURVEYOR WITHOUT iHE ORIGINAL
RAISED SEAL AND SIGNANRE OF iHE FLORIDA LICENSED SURVEYOR AND �IAPPER.
�
GEORGE A. SHIMP III, PROFESSIONAL SU VEYOR & MAPPER No. 6137
THIS SURVEY IS NOT COIAPLETE OR VAL1D UNLESS ATTACHED TO SURVEYOR'S REPORT.
LEGAL DESCRIPTION
�
0
N
��
N
��
�� NOT FOUND
OR SET
�______
�o
FC�I 4"x4'
19
RECENE�
JAN I6 20)4
�'tAN�NING �EPARTWIEM
CRY OF G'LEARWATER
LOT 5, BLOCK 12, MANDALAY SUBDIVISION, ACCORDING TO THE PLAT THEREOf AS
RECORDED IN PLAT BOOK 14, PAGES 32 THROUGH 35, PUBUC RECORDS Of PINELLAS
COUNTY, FLORIDA.
FLOOD ZONE
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE AE (BASE FLOOD ELEVATION
OF 12 FEET) AND ZONE VE (BASE FLOOD ELEVATION OF 13 FEET), IN ACCORDANCE WITH
THE FIRN NAP OF THE CITY OF CLEARWATER, PINELLAS COUNTY, COI��IUNITY NU�IBER
125096 (MAP NU�IBER 12103C-0102-G), I�AP DATED SEPTEMBER 3, 2003.
PREPARED FOR
FRED TNOMAS
JOB NUMBER: 130167A DATE SURVEYED: 1-15-2014
DRAWING FILE: 130167A.DWG DATE DRAWN: 1-16-2014
LAST REVISION: N/A X REFERENCE: 130167
GEORGE A. SHIMP II
AND ASSOCIATES, INCORPORATED
L4N0 SURVEYORS LAND PLANNERS
330> 1JeSOTO g011l�'{'.lRll, Sl!!T�' 11
R.C. P•!LA( fl•lRBOR, FLORIDA 34G83
LB 1834 PHONB ��',27'� 784-5496 F.l,� �7',27'j 786->,256
����i��l �%�=�:� i a�l�_� I.'����•-�
A = ARC LEN6iH
A/C = AIR CONDITIONER
AF = ALUNINUM FENCE
ALU�1 = ALUMINUM
ASPH = ASPHALT
BFE = BASE FLOOD EIEVATION
BLDG = BUILDING
8LK = BLO(�(
B�I = BENqi �IARK
BNDY = BOUNDARY
BRG = BEARING
BWF = BARBED WIRE FENCE
C = CALCULAIED
CB = CHORD BEARING
CBS = CONCRETE BLOCK SiRUCTURE�
CHD = CHORD
CL = CENIERLINE
CLF = CHAIN UNK fENCE
CLOS = CLOSURE
COL = COLUNN
CONC = CONCREiE
CR = COUNTY ROAD
C/S = CONCREiE SI.AB
COR = CORNER
COV = COVERED AREA
D = DEED
DOT = DEPARI�IENT Of TRANSPORTATION
DRNG = DRAINAGE
D�YV = DRIVEWAY
EL OR ELEV = ELEVATION
EOP = EDGE OF PAVEMENT
EOW = EDGE OF WAIER
ES�1'T = EASEMENT
FCM = FWND CONCREiE NONUNENT
FES = FLARED END SEC110N
FlP = fOUND IRON PIPE
FlR = FWND IRON ROD
FL = F10W UNE
FLD = FlELD
fND = FOUND
FOP = FWND aPEN PIPE
FPC = fLORIDA POWER CORP.
����1 tl ��
JAN 16 2014
FPP = fOUND PINCHm PIPE
FRI� = FRAMIE t�I.�WFNNG (�EPAR'fNiEPiC
FZL = FLOOD ZONE UNE C�� C���
6AR = GARAGE
G/E = GLASS ENCLOSURE
HWF = HOG WIRE FENCE
HWL = WGH WA1ER IJNE
INV = INVERT
LB = LAND SURVEYING BUSINESS
LFE = LOWEST FLOOR EI.EV
LHSM = LOWEST HORIZONTAL SUPPORTING NEMIBER
LS = LAI� SURVEYOR
M = �IEASURED
I�AS = MASONRY
MES = NIIERED END SECTION
�IH = �IANHIX.E
MHWL = MEAN HIGH WATER UNE
�ISL = MEAN SEA LEVEL
N&B = NAIL AND 80TTLE CAP
NBcD = NAIL AND DISK
N&T = NAIL AND TAB
NGVD = NATIONAL GEODEIIC VERTICAL DA1UM
NO = NUNBER
0/A = OVERALL
OHW = OVERHEAD WIRE(S)
OR = OFF1qAL RECORDS
0/S = OFFSET
P = PLAT
PB = PLAT BOOK
PC = PqNT OF CURVE
PCC = POINT OF COI�PWND CURVE
PCP = PER�IANENT CONIROL POINT
PG = PAGE
PK = PARKER KALON
PL = PROPERTY 11NE
POB = POINT OF BEqNWNG
POC = POINT OF CO�IMEN(�IENT
POL = PqNT ON UNE
PP = POWER POLE
PRC = POINT OF REVERSE CURVATURE
PRN = PERWtANENT RffERENCE �IONUNENT
PROP = PROPERTY
PSMI = PROFESSIONAL SURVEYOR
PT = POINT OF TANGENCY
PVI�'T = PAVEI�NT
RAD = RADIUS
R = RECORD
REF = REFEl2ENCE
RES = RESIDENCE
RL = RADIAL lJl�
RLS = REqSTERED LAND SURVf'
RND = RQUND
RNG = RANGE
RRS = RAIL ROAD SPIKE
R/W = PoGHT—OF—WAY
SCII = SET CONCRETE �IONU�IQ�
s/E = scRm��n aaosuRE
SEC = SECTIQN
SET NdtD = SET NAII AND DISK
SIR = SET 1/2' IRON ROD RLS�
SQ = SQUARE
SRF = SPLIT RNL FENCE
SR = STAIE ROAD
STY = STORY
SUB = SUBDIVI510N
S/W = SIDEWAIJ(
1B = 'T' BAR
iH�l = TF.�IPORARY BENCH NARK
TC = TOP OF WRB
TOB = TOP OF BANK
TOS = TOE OF SLOPE
iRANS = iRANSfOR�IER
iWP = TOWNSHIP
TYP = TYPICAL
UG = UNDERGRWND
UTIL = UTILITY
WD = YYOOD
WF = WOOD FENCE
W� = WROUGHTIRON FENCE
WIT = WITNESS
WRF = W�tE FENCE
WV = WATER VALVE
*� ABBREVIATIONS I�AY ALSO BE CONCATENAiED AS REIXIIRED.
**� OTHER COMI�ONLY RECOGNIZED AND%R ACCEPTED ABBREVIAl10NS ARE ALSO U1ILIZEO BUT NOT SPEqFlED HEREON.
GENERAL NOTES
1.
2
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
UNLESS OTHERWISE STATED, THE PROPERTY DESCRIP110N SHOWN HEREON WAS PROVIDED BY 1HE CLJENT, OR CUENT'S
DESIGNATEO AGENT.
UNDERGROUND IMPROVEMENTS, INCLUOING BUT iJOT UMIlED TO BUILDIN6 FOUNDATIONS, HAVE NOT BEEN LOCATED
EXCEPT AS SHOWN HEREON.
INACCESSIBLE ABOVE GROUND II�PROVEMENTS (EG. BUILDING OVERHANGS, 1HOSE WITFIIN SECURED AREAS, ETC.), HAVE
NOT BEEN LOCATED EXCEPT AS SHOWN HEREON.
UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WIT}IOUT 1HE BENEFlT OF A TITI.E SEARCH AND �IAY BE
SUBJECT TO ADDITIONAL EASEWIENTS, RIGHT—OF—WAYS, AND O1HER MATIERS OF RECORD.
THERE ARE NO VISIBLE ENCROACH�IENTS, EXCEPT AS SHOWN HEREON.
BECAUSE OF THE POSSIBILITY OF MOVEMENT OF 1HE �IONUt�ENTAl10N FRObI ITS ORIqNAL PLACEI�IENT BY PERSONS
01HER THAN THE SURVEYOR, IT IS RECOi��IENDED THAT PRIOR TO ANY NEW IMPROVEtiIENTS ON THE PROPERTY
THE POSI110N OF THE �IONUMENTAl10N BE VERIFlED.
UNAUTHORIZED COPIES AND/OR REPRODUCTIONS VIA ANY MEDIU�I OF hIIS DOCU�IENT OR ANY POR�IONS THEREOF
ARE EXPRESSLY PROHIBITED WITFIOUT T}IE SIGNING SURVEYOR'S WRITTEN CONSENT.
BASIS OF BEARINGS IS PLAT, UNLESS OTHERWISE SHOWN OR STAlED.
ALL BUILDING TIES, PROPERTY MARKER LOCAlIONS AND 0T}IER SIlE II�PROVEbiIENT LOCATIONS SHOWN HEREON ARE
MEASURED PERPENDICULAR TO ADJACENT BOUNDARY UNES, UNLESS OTHERIMSE STATED.
FLOOD ZONE DESIGNAl10N AND/OR FLOOD ZONE IJNES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FR01� T}IE
REFERENCED MAP AND ARE APPROXIMATE. 1HE TRUE FL000 ZONE LINES MUST BE DElER�IINEO BY AN ENqNEER.
THIS SURVEY DOES NOT DETERNINE OR IMPLY OWNERSHIP.
THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR O1HER MATTERS OF RECORD THAT ARE NOT SHOWN
HEREON 1HAT MAY BE FOUND IN THE PUBLIC RECORDS OF TFIIS COUNTY.
NOTE: 1HIS SURVEYOR'S REPORT IS NOT COMPLETE OR VALID UNLESS ATTACHED TO �IiE SURVEY.
SURVEYOR'S REPORT �� � -�� �
GEORGE A. SHIMP II AND �ORGE A. SHI�IP III, PROFESSIONAL SURVEYOR dc �IAPPER No. 6137
AS30CIATES, INCORPORATED I30167A 1-16-2014
PBON�' ��',27j �'84-5�96 �'.l.t' �727% �'86—l256 JOB NUNBER DATE
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