HomeMy WebLinkAbout160 Brushcreek DrCITY OF SANFORD PERMIT APPLICATION
Application # : C , Submittal Date:
Job Address: 160 BRUSHCREEK DR. SANFORD,FL. 32771 value of Work: $ —4.0
Parcel ID: 33-19-30-516-0000-1130 Zoning:
Historic District:
Description of Work: CONST SWIMMING POOL / SPA Square Footage:
Permit Type: Building ❑ Electrical Q Mechanical ❑ Plumbing)[] Fire Sprinkler/Alarm ❑ Pool -1 Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential IN Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Od Commercial ❑
Industrial ❑
Construction Type: # of Stories: # of Dwelling Units:
Property Owner: RYAN St:::KATHERINE KE
Address: 1 o;n RRTTSTTCRF.FK DR_
SANFORD. FL_ 32771
Phone: 549-3404 E-mail:
Bonding Company: N/A
Address: N/A
Plumbing Repair —Residential ❑ Commercial ❑
Occupancy Use Group(s):
Flood Zone: (FEMA form required)
Contractor:
Address: 185 E. AIRPORT BLVD.,
SANFORD, FL. 32773
Phone:871 —2020 State License Number:CPC 1457102
Mortgage Lender: N/A
Address:
Architect/Engineer: EVAN§ `=ENGINEERING Phone: 407-872-1515
Address: 719 IRMA AVE , ORLANDO, FL. 32713 Fax: 407-246-0963
Plan Review Contact Person: TRENF. DAT.TON Phone: 585-7563 Fax: 321-5404 E-mail: POOLS77AAOL.COM
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this pr#rty that may be found in the public records of
this county, and there may be additional pen -nits required from other governmental entities such as water mana9tpent districts, state agencies, or federal agencies.
Acceptance of pe is verification hall ill notify the owner of the property of the
I /vim U
Si a re of Owner/Agent Date
RYAN KELLEY
Print Owner/Agent's Name
�� 9
SignJure o otary-State of FI 'da Date
MARY IRENE DALTON
Comm# DD0473481
Expires 9119/2009
Bonded thru (800)432.4254
Florida Notary Assn, Inc,
Owner/Agent is ✓ Personally Known to Me or
Produced ID
C.
APPROVALS: ZONING: 4p(4)_ UTIL: FD:
Special Conditions:
Rev 02/2007
FS 713.
Signae o ontractor/Agent Date
STEVE IG. KANTARJIAN
Print Contractor/Agent's Name
?T44 ,�, . 3/07
Signat re of otary-State of Fl rida Date
MARY IRENE DALTON
Comm# DD0473481
Expires 9119/2009
Bonded thru(800)432-4254
Florida Notary Assn, Inc.
Contractor/Agent is ✓ Personally Known to Me or
Produced ID
ENG: BLDG: (tel
J Z55.o
CITY OF SANFO,RD PERMIT APPLICATION /�< I }�
Application # : �"1'Z27 Submittal Date: ` P -S
Job Address: 160 RRTTSHCRFF.K DR - SANFORT] FT_ 3977 _ Value of Work: $ "I ls�
Parcel ID: 33-119_30-516-0000-1130 Zoning:
Historic District:
Description of Work:WIRE EQUIP'T FOR POOT, F.OTTT�_N'I' Square Footage:
..............................................................................................................A...........
f
Permit Type: Building ❑ Electrical $'7 Mechanical 11 Plumbing 13 Fire Sprinkler/Alarm �ool ❑ ool Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑ [ndustrial ❑
Construction Type: # of Stories: # of Dwelling Units:
Property Owner: RYAN & KAT99ERTNE KELLEY
Address: 160 RRTTSHCRF.FK DR �
SANFORD FT. 32771
Phone: 549-3404 E-mail:
Bonding Company: NIA
Address: N/A
# of Gas Lines
Plumbing Repair —Residential ❑ Commercial ❑
Occupancy Use Group(s):
Flood Zone: (FENLA form required )
Contractor: PROFFSSTONAL ELECTRICATLSEIR ICE
Address: 18_5_S CHARLES REAL RIND_ _
SANFORD. FL. 32773
Phone: 871-2020 State License Number: E 6
Mortgage Lender: NLA
Address: N/A
Architect/Engineer: EUMNS ENG INEER kING Phone: 407_
Address: 719 IRMA AVE, ORLANDO, FL. 32713 Fax:407-246-0963
Plan Review Contact Person: DT NE Phone668-4222 Fax -.688-8222 E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNERS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts. state agencies, or federal agencies.
Acceptance of pen t.lsyeLication_that I will notify the owner of the property of the requirements of Florida Lien Law, PS 713.
S ign� e of Owner!.Sgent Date Signature of Contractor/Agent Date
RYAN KELLEY BRIAN MILLER
Print Owner/Agent's Name
�ta o
Sign re of StatN b 4 81 Date
Expires 9119 o09
Bonded thru(800)432.4254
Florida Notary Asan, Inc.
Owner/Agent is ✓ Personally Known to Me or
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 02/2007
UTIL: FD:
Print Contractor/Agent's Name
Sign �,,'Not�aryStatof�Fla Date
MARY IRENE DALTON
Comm# DD0473481
Expires 911912oo9
Bonded thru (800432.4254
ntlAn Contractor'Agent is AjPZN�
�(' N
Produced ID
ENG: BLDG:
LIMITED POWER OF ATTORNEY
Date: -6--.22-0 1
I hereby name and appoint All All Seasons Pools to be
my lawful attorney in fact to act for me and apply to the Seminole County
Building Dept. for a Building & Plumbing_ permit for work to be performed
at a residence at a location described as:
Section Township Range Lot //3 Block,
/-?"dgV Gub Raaek
Subdivision
/ G 0 JO,2u sh ceee-E De d- S'Ein, qua /If - F/ 33771
Street Address
County
Zip Code
Kf//F c. /6,0 /3eu-C176eEct Qe. 3Z771
Owner of Property Address Telephone
And to sign
ARRAN
SPOOLS
CPC 1457102
STATE OF FLORIDA
and do all things necessary to this appointment
COUNTY OF: SEMINOLE
Steve Kantarjian, who is personally known to me, acknowledged the foregoing
instrument before me this 12 day of A Ay 2007. And to sign my name and do all
things necessary to this appointment.
IWA 1 F
_ NNL
1111111111111111 MS4,3017.1
No In
MARY IRENE DALTON
$Comm# DD0473481
Expires 9119/2009
Bonded thru (800)4324254
Florida Notary Assn, Inc.
LIMITED POWER OF ATTORNEY
I hereby name and appoint G l ��'/V f%!'S /gk%C ?—
of
of All Seasons Pools
to be my lawful attorney in fact to act for me and apply to
for an electrical permit for work to be performed at a residence at a location described as:
Parcel #
Section Township Range Lot. //.9 Block
Subdivision e 4..Qu-% �AWk —
//l2 . J"�C,
_0. 80-71/
(Owner of Property and Addreg)
And to sign my name and do all things necessary to this appointment.
Brian Keith Miller EC -13001686
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
Signature of license holder
The foregoing instrument was acknowledged before me this -23- day of%�'� QT , 2007 by
Brian Miller who is personally known to me and who did not take oath.
State of Florida
C Volusid
qty' . , � f
Diane T. Sawyer
Notary Public, State of Florida
DIANE TSAWYER
MY COMMISSION A DD585703
'QOF11 EXPIRES: Aug 18,m10
14077 90fi-0163 Florida Notary Suvla:oom
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
http://www.scpafl.org/web/re—web.seminole—county title?PARCEL=33193051600001130... 5/22/2007
27
DAym JoHNsom, CFA, ASA2
0350
49
8
6
PROPERTY
ca
WORNALL
DR
25
APPRAISER
M
SEMINOLE COUNTY F1_
22
1101 E. F)RTT
ST
112
71[T2423
SANFORD FL327711466
407-655-7506
11
114
116
116
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 33-19-30-516-0000-1130
Number of Buildings: 1
Owner: KELLEY RYAN D & KATHERINE M
Depreciated Bldg Value: $166,039
Mailing Address: 160 BRUSHCREEK DR
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $50,000
Property Address: 160 BRUSHCREEK DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: COUNTRY CLUB PARK PH 2
Just/Market Value: $216,039
Tax District: Sl-SANFORD
Assessed Value (SOH): $201,636
Exemptions: 00 -HOMESTEAD (2006)
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $176,636
Tax Estimator
SALES
2006 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Amount(without SOH): $3,380
WARRANTY DEED 04/2005 05984 0937 $200,900 Improved Yes
2006 Tax Bill Amount: $3,380
SPECIAL
Save Our Homes (SOH) $0
WARRANTY DEED 03/2000 03822 0912 $124,200 Improved Yes
Savings:
WARRANTY DEED 12/1999 03770 1134 $23,500 Vacant Yes
2006 Taxable Value: $171,718
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LOT 113 COUNTRY CLUB PARK PH 2 PB 54
LOT 0 0 1.000 50,000.00 $50,000
PGS 22 THRU 24
BUILDING INFORMATION
Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost
Num Bit SF SF SF New
1 SINGLE 2000 7 1,522 2,146 1,522 CB/STUCCO $166,039 $171,617
FAMILY FINISH
Appendage / Sqft SCREEN PORCH FINISHED / 150
Appendage / Sqft OPEN PORCH FINISHED / 66
Appendage / Sqft GARAGE FINISHED / 408
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re—web.seminole—county title?PARCEL=33193051600001130... 5/22/2007
This Instrument Prepared by:
Diane Watts
ALL SEASONS POOLS & SERVICE
i 85 �asl Airport Blvd.
Sanford, FL 32773
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF: -S-Em I'Aj" 1 £
1111111111 faii1iIII ifIII fi 01111131111111111111inIIII
MARYANNE NORSE, CLERK OF CIRCUIT COURT
SEMIN011 COUNTY
PK 06706 Aq 10481 Qpg3'
CLERK'S * 20070761 15
RECORDED 05/E5/807 12:43:84 RN
RECORDING FEES 10.t*
REGORDFD BY T Saith
THE UNDERSIGNED hereby gives notice that improvement will be made to
certain real property, and in accordance with. Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
CERTIRED ' CORY
IVIA
nvANNE MdZSC
CLERK OF -CIRCUIT COURT
SEMIN N Y. FLORID -A
8Y - c� .RK
��� _y2 .�
LOT 113, COUNTRY CLUB PARK (PH II, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 54, PAGES22-24, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA
160 BRUSHCREEK DR., SANFORD, FL. 32711 -'
2. General description of improvement: CONSTRUCT SWIMMING POOL ISM
3. Owner information RYAN & KATHERINE KELLEY
a. Name and Address: 160 BRUSHCREEK DR.,
SANFORD, FL. 32771
b. Interest in property: Fee Simple Nl A
c. Name and address of fee simple titleholder (if other than owner): N 1A
/Y 4. Contractor: ALL SEASONS POOLS & SERVICE
�) 185 EAST AIRPORT BLVD.
,. SANFORD, FLORIDA 32773
5. Surety: NA
6. Lender: N/A
7. Persons within the State of Florida Designated by Owner upon whom notices or other
Documents may be served as provided by Section 713.13 (I) (a) 7, Florida Statutes:
N/A
In addition to himself, Owner designates the following person(s) to receive a copy of
The lienor's notice as provided in Section 713.13 (1) (b), Florida Statutes
( name and address) N' 1A
9. Expiration date of Notice of Commencement (the expiration date is one year from the
date of recording unless a different date is specified
f( Sig- ture of Ow 2yAw fig//Ey
OWNER'S NAME:
RYAN & KATHERINE KELLEY
OWNER'S ADDRESS: 160 BRUSHCREEK DR.,
SANFORD, FL. 32771
STATE OF FLORIDA COUNTY OF:
The foregoing instrument was acknowledged before me this Al day of
2007, By k'E l l Cwho is personally known
t2 r ,e or who has produced DRI VER LICENSE #
As identification and who did (did not) take an oath:
Q. MARY IRENE DALTON
Comm# DD0473481
NO A�RY MARY IRE E DALTON Expires 911912009
Bonded thru (800)432.4254
Florida Notary Assn. Inc.
INSTALLATION INSTRUCTIONS
(for distributors and "do -it -your -self' homeowners)
ESTIMATING JOB REQUIREMENTS
Measuring exactly how much fence will be required is always the first consideration, of course. Pick a
start point such as the steps W the pool, using the rolling measure stay a minimum (if possible) of two
feet from the water line of the pool and simply walk the roller around the pool and back to the starting
point. We try to encourage cdstomers to maintain at least the two foot distance to allow for easy
walking, playing, cleaning, et, on: the inside of the fence so that pool use and care are easily
accomplished by just opening the. gate section at the steps. If the two foot clearance cannot be
maintained then you will have to compromise and bring the fence in closer. Do not set up a layout in
which you will be drilling closer than 2 inches from the outer edge of a concrete pool deck.
SAFETYGUARD, INC. fenc ' is manufactured in 15' section lengths with 36" hole spacing on center.
Order fencing by dividing th'Itotal footage required by 15 and round up to the nearest whole section.
Example: The job is 129 ft. total (129/15=8.6). Your order would be. for 9 sections of fence which totals
135 feet. Cut sections of fence that are left over from this job can be applied to a future job or cover any
errors you may have made iri doing your estimate. Keep this in mind when ordering for your next job,
over several jobs you will accumulate cut sections and may not have to order additional footage.
INSTALLATION LAYOUT
The customer has chosen fot. the fence to be located 24 inches from the water line of the pool with a
single standard gate opening! at the sieps..The example pool will be a elongated style with the entry
steps centered at one end.
The most important part of the installation is the initial layout of where the holes will be drilled. All
references to measurements' and; the fence are made from'the perspective that you are facing the pool
from the outside of the fendel When doing a layout, always face the pool as you measure and mark the
holes. If you must measure s anding between where the fence will be installed and the pool, be.
extremely careful in bulls eye (turns) measurements. If the measurement is made from the wrong side
of the bulls eye template, the fence will not fit properly.
TOOL LIST: LAYOUT/INSTALLATION
1.48" STEEL RULER (fomeasuring between holes)
2.13ULLS EYE TEMPLAT (3.5°X4.0" piece of Lexan with a one and a 1/8°
hole in the center of i.
3.MARKING PENCIL (Magic Marker, grease pencil etc.)
A, _
4.STRAIGHT EDGE (8 f$- 2"x4" / used to maintain a straight line while sliding your bulls eye along
between measuring1holes)
5.FULL SECTION TEMPLATE (a template which allows you to mark a full section of fence. This is
a must for Distributors, but optional for a sangle installation)
6.CORE DRILL' (water cooled, and it must be able to accept a one and 1/8" diamond core drill bit)
"Available at most rental centers
TDRILL BIT (one and 10" diamond core drill bit)
EXam { of an X 1/all
S.GARDEN HOSE (used for -drilling and rinsing off the deck) d�am�n� core bit
9.EXTENSION CORD (tp operate the drill)
10. NEEDLE NOSE PLIERS (to remove the cores from the hcles after
they are driiled) r
11. SLEEVE SETTER (a 1" diameter pipe or wood dowel used to set the y
sleeves in t-ieir holes)
12. RUBBER MALLET (for salting the sleeves)
13. SCISSORS (for cutting the mesh on the fence)
14. STAPLER (used in reattaching the border material after a fence cut has been made)
15. CORDLESS SCREW GUN (installing screws in the poles)
16. Number 10 Sheet -Metal Tap
The first consideration for layout is the location of the gate. Gate sections are setup so that they
a_ are easily opened and closed by the average adult. The only �• difference between a gate section and where two standard sections
{ # meet is the way in which it is installed. In the majority of your
R installations, consider an opening at the steps as the only true gate
section specified for the installation. Special circumstances such as
} additional openings at the ladde-s or skimmers will be covered
separately.
be where the gate section of
steel ruler with the inside sid
the template and mark the c
you (the outside of the fence
on center between sections;
allow for easier use by the he
the next gate section will stat
(Fig 2, A) for the centerline
the holes between you and 1
check the distance from the
the centerline orientation to
hole. A second ridged ruler
properly, measuring for the I
the bulls eye is set properly,
i:.
layouts will begin at the gate section. Locate the center point of
the steps and measure 24 inches
straight out from the water line. This will
).ens. Place the bulls etre template under the
e of the hole at 24 inches. Draw the hole using
3nter1ne in the front inside of the hole -acing
A standard section is installed 2 %i inches
he Cate section is measured differently to YM1R +,,Eui rpm'
)mecwner. Measure over 2 Y4 inches to where,
;t and mark for the centerline only. Put the
Its eye template centerline on the mark you just made, verify that the inside
the hole is also 24 inches (Fig 2, C) from the pool, draw the hole.
all section panels except the gate, pcle spacing will be measured and
rked at 36 inches on front center exactly. For the two opposing section
els that form the gate opening, deduct between 1/8 to 1/4 inch from the
mal 36 inch spacing, i.e. when measuring from either gate hole to where
next pole will be located, measure opt between 35 3/4 to 35 7/8 inches
the next pole. Start tf .e measurement at the front (the side facing you with
pool) centerline of the first hole of either section. Don't forget to also
sol, 24 inches (Fig 2, C) for our example. Rotate the bulls eye to maintain
pcol maintaining the desired pool spacing dimension at the front of the
n come in handy trying to juggle between placing the bulls eye template
le spacing and still maintaining the desired distance from the pool. Once
-aw the hole and mark the centerline.
Repeat the same procedure outlined in paragraph - b for the
the opposite direction. other gate section panel (Fig 2, A) going in
1
The 1/8 to 1/4 inch extra allowance on these *two opposing section panels provides for much easier
opening by the homeowner of the primary gate section. Use this technique only where the two primary
gate section panels meet.
Now select a direction to continue the layout from. You have two holes each already marked for two
separate sections, select theilast hole marked from one or the other section and proceed in that
direction with the layout.
2. For standard elongated and rectangular style pools you can greatly speed up the layout process by
using the full section (6 pole)ltemplate on straight runs. But first, you need to complete the curved end
of the example pool.
All layout spacing will be starjdard from this point on, 36 inches on front centerline between section
panel poles and 2 Y2 inches front centerline between joining sections. For the next holes the bulls eye is
still required to measure the correct distance between holes. This is because of our example pool's
curvature and the need to maintain centerline orientation to the pool.
;orner of the ruler on the front centerline of the last hole
ie the bulls eye template under the ruler with the front
of the template at 30 inches on the ruler. Measure 24
the pool and position the template with correct pool
making sure that 30 inches is maintained at the front
of the template (Fig. 2, B). Mark the hole and the next four
e way.
ou now have marked out holes for a complete 15 foot section of
ence. The next step is to mark the first hole for the next section. The
bulls eye template measures;exactly 2'/z inches from its edge to its front centerline mark. Lay the edge
of the bulls eye template along the centerline of the last hole drawn. Double check the measurement
from the pool (24 inches for our example) to the inside of the template hole. Mark the hole for the
beginning to the next section:
Lay the first hole of the 6 poll template over the hole you just drew on the deck and unfold the template
in the direction you're going +th the layout. Measure from the pool to the inside edge of the template
for a reference. Measure again at the hinge (mid -point) of the template and one more time at the end of
template; adjusting as necessary to maintain a straight line. Mark all your holes from the template,
including the double at the edd of the template for the next section.
Slide the template down to tho start of the next section and repeat step D above. Continue this way
until you reach a point where�'turns for the other end of the pool are coming up. Measure into the turns
and mark your holes just as vie did starting with step A above.
Once you've marked approximately half way around the pool; and have marked the first hole of a new
section, stop.
Go back to the second hole arked for the gate section at the pool steps going in the opposite
direction and repeat procedu ,es from steps A to E.
The final hole you mark on the deck will more than likely not measure 36 inches from the last hole you
marked in step F. We'll addre,"ss this later.
Mark the extra holes (lay back,, holes) that the gate section poles will fit into when the fence is opened.
DRILLING
fence to hold gate pole
when open - '
Do not attempt to install a fe qce in a concrete deck using a hammer drill or hand drib. To maintain a
straight fence, properly angitid poles, and complete a professional
installation, you will need a f II size diamond core drill setup with
leveling adjustments and a bubble level.
Setup the drill on the deck. Attach water hoses, layout enough elects
cord to go around the pool (not through or across it).
Taping the drill bit at 41/2 inches with electrical tape provides a good
method of measurement for drilling depth.
After completing the layout of the fence on the deck, it's
time to figure out how tdrill the .holes. The most import
step in the drilling process is the leveling of the drill. You
first thought would be #a make sure that the drill is perfec
level before drilling each hole. If this were a regular
(wooden, chain link) fenbe you would be correct. However, this is a tension -based
system that will require you to lean the drill on various holes. The amount of lean that
is placed on the drill is not as important as the direction of the lean. By following some
simple rules your fence installation should go smoothly.
1. Start by standing a marked hole somewhere along a
straight section of your fence. We will name this the number
one hole. The doublE holes where two sections come together
should be treated as a single hole when figuring out how to.
lean the drill. Every following hole will also be assigned a
number (2,3,4...). Wile standing on number one draw an
imaginary straight lin?? between one and number three.
Whichever side of that line number two fallson, that is the
direction that the top 11of the drill will lean when drilling number two. The farther the
distance from the liner, the more you will need to lean the drill. The difference between
a large lean and a small one is only a few degrees. While drilling number two draw an
imaginary line between number two and four. Whichever side of the line three. falls on
that is the direction that the top of the drill will lean. Remember that the greater the
distance from the line, the greater the lean. This rule will work in determining how to
lean each hole in your layout. The design of the pool will not matter.
2. Please take the time to walk around the pool and survey how each
hole should be drilled. When the direction of the lean has been
determined on a parficular hole place a small arrow inside the marked
circle showing the direction. This will save a lot of guessing when it
comes time to drill the fence.
Adjust the water flow to meet the application and drill to the tape line.
Proceed to the next hole andl repeat until all the holes are drilled.
Using the long nose needle )niers, go around and pull all of the cores out of
the holes.
Using the sleeve setter and hammer, set the sleeve the rest of the way into -
the deck until the rim is flush mith the deck.
3. Once all of the sleeves are installed, it will be time to measure for the odd
section of fence at the back of the pool.
Note whether you will be cutting from the right or left side of a full section.
Measure the outside centerline of the odd panel. Add Y4 inch to this measurement and write it down.
Count the number of poles that will be in this section and again note if the odd panel will be a right
hand or a left hand cut (facing the fence).
Count poles from the opposite side of where the cut panel is. Example: for a 5 pole left hand cut
section, count over 4 poles from_ the beginning of the section starting at the right. From this pole
measure from the centerline on the cove molding to the point that the panel will be cut. Measure at both
the top and the bottom. Using, a straight edge, mark the cut line with a white china marker.
Double check that you are cuffing the proper panel (left or right) at the correct pole and make the cut.
Staple the end cut border material to the open cut you just made (optional).
Now attach the end cove molding over the border to the pole.
4. Now install all standard sections and the special cut section of fence.
Turn poles to adjust bottom tension and bring the cove molding inline as you go. I T
Install the latching hardware -,Onto the fence at each joining section; placing the eye on the left and the
latch on the right. The holes for the hook and eye are pre -drilled to a smaller size on the end poles to
allow for a snug fitting connection. It is suggested that you use a number 10 sheet -metal tap to initially
thread the pre -drilled holes. 81e careful not to exert too much force when screwing in the brass hook
and eye.
Connect the latches and eyes as you go; turning poles so that the mesh becomes tight at the bottom
and the cove molding is facing out.
When latching to an independent structure, install the hook portion of the latch on the fence.. Install the
eye into a substantial surfacO_ of the adjacent structure or use with an appropriate anchor.
5. Instruct your customer oh how to open the main gate.
Squeeze the poles together using one hand and open the latch with the other.
Put one arm over the fence facing the gate opening and place your thumb and forefinger on the top of
the pole. Push towards the 91'te opening in line with the fence and the pole will tum in your hand once it
is centered in the sleeve. Push again on the top of the pole and lift out as the pole centers in the
sleeve. This can obviously bell done in one step, but make sure that the fence owner understands the
process.
.. KtI W t lopMip.wllt�9.1► rMA1W+u ram.}
k
370 Waynsout Court • Lake Maty, FL 32746 Voice 407.688,7631 • Fax 407,688.7691_
Legal Description
Lot 113, COUNTRY CLUB PARK (PHASE 11), according to the plat
thereof, as recorded in Plat Book 54, Page(s) 22-24, of the Public
Records of Seminole County, FL.
Community number: 120294 Panel: 0040
Suffix: E F.I. R. M. Date: 411711993 Flood Zone: X
Date of field ivork: 41512005 Completion Date: 416/2005
Certified to:
Ryan Kelley; Katherine Kelley; Title Pros of Florida, Inc.; Stetivart
Title Guaranty Company; JLM Direct Funding, LTD, its' successors
and/or assigns.
ni? 1/2-
— 5.00,151JOV 50.00'
BRUSHCR EEDRIVE I VE
M 1/2'
Sle
nR I/2•
SCALE: 1 " 30'
Property A ddress:
160 Brushereek Drive
Sanford, FL 32771
Survey number: SL 50080
7'RACr 2 turrmew rowq
FF
GENERAL NOTES
T o`t(Q! p[ [(R
S S �� O
i
jF'E. p 1�
•� OD • •1 ►~'
_ _
Oil
_ LO e0 uruu
W.M.
Water Meter
N.T.S.
t rry �(�4VitlCJ�1C �4GCr DR1VL
i
1
r
sWWW
Telephone Facilities
O.R.
Official Records
2. The lands shown
t
Found Nail
1 1
Covered Area
O.R.B.
P.
Official Records Book
Permanent Control Point
r,Yw• 1
..
Property Corner
B.R.
CH
N
t!
r
poriions
4. Wall ties are to the face of the wall.
n. e
Record
Field Measured
RAD
Radial
PG.
Page
5. Only visible encroachments located.
:L
1 I s•
N R.
Non Radial
PVMT.
Pavement
6. No Identification found on property corners unless noted.
:NCR
Encroachment
A/C
Air Conditioner
P.B.
M 1/2'
Sle
nR I/2•
SCALE: 1 " 30'
Property A ddress:
160 Brushereek Drive
Sanford, FL 32771
Survey number: SL 50080
J
GENERAL NOTES
LEGEND
--o—
Wood Fence
W.M.
Water Meter
N.T.S.
Not to Scale
1. Legal description provided by others.
hereon were not abstracted for eascvnents or other recorded encumbrances
—0•-
Wife Fence
TEL.
Telephone Facilities
O.R.
Official Records
2. The lands shown
'.N.
Found Nail
®
Covered Area
O.R.B.
P.
Official Records Book
Permanent Control Point
not shown on the prat.
3. Underground of footings, foundations or glher Improvements were not locate d.
..
Property Corner
B.R.
CH
Bearing Reference
Chord
P.C.
P.R.M.
Permanent Reference Monument
poriions
4. Wall ties are to the face of the wall.
R.
N
Record
Field Measured
RAD
Radial
PG.
Page
5. Only visible encroachments located.
:L
Clear
N R.
Non Radial
PVMT.
Pavement
6. No Identification found on property corners unless noted.
:NCR
Encroachment
A/C
Air Conditioner
P.B.
Pial Book
7. Dimensions shown are plat and measured unless otherwise noted.
j
Centerline
D.M.
Bench Mark
P.O.B.
Point of Beginning
8. Elevations if shown are based upon N.G.VD. 1929 unless otherwise noted.
Concfetq f
C.
Calculated
P.O.C.
Point of Commencement
9, Adjoining lots are within the same block, un.Ws otherwise noted.
i
Property Line
ZZZZ
Block Wall
P.O.L.
Point on Line
10. This is an AS -BUILT SURVEY unless oche ise ted.
:.M..
Concrete Monument
Central Angle/Delta"
P.C.
Point of Curvature
11. Not valid unless sealedwith the i n g s
nn
ey em sse seal.
FAR
Found Iron Rod
D.B.
Deed Book •. �
P.R.C.
Pointbf Reverse Curvature
T2. Flood zone determinations are ro
as a coo sy ly, and are derived from the
F.i.P.
Found Iron Pipe
D.
Description or Deed
P.T.
Point of Tangency
best sources available 4o the sur ey : T
t i o ati sho Id not be relied upon for flood
R/W
Right of Way
D.H.
Drill Hole..
R. _
Radius' (Radial)
Insurance purposes, and may dif er om
of r tlo o'I d by others.
N$D
Nail & Disk
D/W
Driveway
R.Q.E.
.Roof Overhang Easement
13. L.B. 7132
D.E.
Drainage Easement
ESMT
Easement
S.I.R..
Set Iron Rod & Cap
14. Septic tan k and/or dralnlield Iota s at
' pro ' a an UST be verified by appropriate
U+E.
Utility Easement
EL
Elevation i
SNJ
Sidewalk
utility location companies.
FD
R
Found
plat
RE
EC,M
Finished Floor
Found.Concr'teMonumsnt,
TOB.
TYP.
Top of Bank
Typical
,�.r.
tJ r r Iberrbyc Mfr rveyu+norerldcorrecrrepres+nurion.oh;wiry
4nd« my d rvcrion.
U1iiU.
Overhead Utilities
F.P.K
Found Parka} Katon Nall
WIC.
Witness Comer
{tqtt \� pnpved
PP „
Power; Pole
L ..
Length'`}
1 Pk
-:Ewsttng Elevation
"rn
rx ..; ,Transformer'
J
CUSTOM —
Ryan Kelley
LOT:
113
JOB NAME:
Ryan Kelley
ASP11X17-REVD
X11e,®nr o®1 : er� -,lice
Custom
Cantilever: 111' Riser: 17'
D.O.D.: 50' Footer: 88'
Size: 12'8" X 257' X
Depth: 3'
X 6' X
Patio: 150 Fence: 43'
Rtns: 4
STREET:
160 Brush Creek Dr.
SUBDIVISION:
Country Club Park
STREET:
160 Brush Creek Dr.
3159 S. Orlando Drive
Capacity:
Approx. 9,686
Bull nose coping pool/
spa*
Notes:
Sanford Florida 32772
CITY: Sanford
ZIP: 771
54
PAGE(S): 22-24
CITY: Sanford
ZIP: 32771
Office: 407-871-2020 / Fax: 407-321-5404
PH: 407-549-3404
O E: 407-9 -5195
�PPLLAATI�IBIOOK:
Y:
Sanford
PI -I; 407-549-3404
OFFICE: 407-925-5195
www.allseasonspoo/s.com e-mail: poo/s77@aol.com
x
Y
N
a)
U
m`
L
Wornall. Dr.
STRAP VENT PIPE
PVC TO DECK EDGE
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
C.
PVC Stub outPVC Stub out
24" Turn Down F
For Future 7
or Future
Access Access
-------------------------------- — — — — —
I
Planters Deck Jets o Planters
40 ft. — I
I - -
I-------� ——
-----—�I——— — — — — —— 5ft. I
1 5ft. 2i o o
0
' in
I o6 /
15 ft. 2 in / 37 / O \`I
N o w
` PC LINE
----�–�
-----------------
----------- --
----------------
------\------ ---------------
15 ft. 0"
13 ft. 8 in. 0" Thin Pavers
I
150 sq ft. o
1 11 ft. 5 in.
Covered Lanai
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
City Water Q
e
0
M
ACCESS
MAIN DRAIN TESTED IN
ACCORDANCE W/ASTM/ANSI
STANDARD Al 12.19.8M AND WILL
HAVE VENT PIPE ANTI ENTRAPMENT
SYSTEM
POOL DECK WILL BE
SCREEN ENCLOSED
POOL DECK WILL HAVE
Bull nose cop g 46@xtkk41
to
".,
The residential swimming pool barrier
and or its compliant safety components
shallbe in place prior to filling of the
pool. FRC R4101.17
Windows and doors that open into the
swimming pool/spas area without a
fence barrier to prevent direct access
shall be protected in accordance with
.,,FRC R 4101.17.1.9
Equipotential Bonding Grid Shall be
provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEC
� 680.26(C).
r ' " ' ' " L A I NSA 0%
s EWE
I,,
C"ITY ON SANP"FOAD
N
POOL=
6'
DECK.
Area: 287
Perm: 71
Area: 618 Type: Pavers
Style:
Custom
Cantilever: 111' Riser: 17'
D.O.D.: 50' Footer: 88'
Size: 12'8" X 257' X
Depth: 3'
X 6' X
Patio: 150 Fence: 43'
Rtns: 4
P.C.: Stub out
Notes: .
M. D.: 2 - 2"
Skim: 2"
60' of 24" Turn Down on
the back*
Light: Sam
Capacity:
Approx. 9,686
Bull nose coping pool/
spa*
Notes:
SPA .
Style:.
6'
Area: 34'
Perm: 23'
Jets: 4
Rtns: 1
Light: Sal
M. D.: 2
Spillway:
2411
Notes: .
Retail Kit
FEATURES=
EG? U/PMEN T.
Pump:
Filter:
Chlor:
W Flow HP: 1 '/2
Cartridge SQ': 100
IC 20*
Cleaner:
Stub out
P. Heater:
Falls:
S. Heater:
250 k LP*
Controlls:
EZ 4 with ICP
Maint. Kit:
Retail Kit
Notes: .
2 planters*
+611. 27' +12":
+18": +24":
Falls:
COL
Pool:
ORS=
Natural
Fountains:
Notes:.
.2 Deck Jets Pentair*
Tile:
Avarust/KOAV01
Deck:
Fence:
Screen:
Notes:
Old Chicago/ Old Town
Black
Bronze
Bull nose coping color:
sand*
2 planters*
SCREEN=
Roof: 915' Type: Dome S/TEVVC>F?
Wall: 720 Height: 8' Dig: Haul
X -Gutter: Size: Elev: 0" — 3" Yds: 18
Notes:. Notes:
Remove existing fillings
Drawn: JC Hermida Approved:
CZ
Date: 05/17/07. Date: .05/22/07
EVANS
ENGINEERING, INC.
May 31, 2007
All Seasons' Pools & Service
185 East Airport Blvd
Sanford, FL 32773
Re: Lot, 113, County Club Park
160 Brushcreek Dr.
Sanford, Seminole County, Florida
For: Kelley
Gentlemen:
719 Irma Avenue
Orlando, FL 32803
(407) 872-1515
(407) 246-0963 FAX
www.evansenginc.com
Because this pool is to be located closer to the house than is normal, it will be
necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This
extra reinforcing should continue until the distance from the house footing to the back
of the pool wall exceeds the height of the pool wall. The extra reinforcing should
continue through the radius between the pool wall and floor. Wall thickness shall be
sufficient to provide cover over the steel as required by codes.
I approve construction of this pool based on this change.
Very truly yours;
Tin Tran, P.E.
55359
Certification No. 00006788
9 CIVIL ENGINEERING 9 LAND PLANNING E PERMITTING SERVICES C
NOTES
1. FJr
OR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8'-0'. #3 REBAR 12" O.C.E.W.
OVER 8'-0": SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING
SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER
OVER REINFORCING. FOR OVER 8'-0", SPECIAL DESIGN REQUIRED.
2. CONCRETE THAT IS PERMANENTLY CAST AGAINST AND EXPOSED TO EARTH SHALL
MAINTAIN A MINIMUM OF 3" OF CONCRETE COVERAGE OVER THE STEEL. IF AN APPROVED
BARRIER (SUCH AS STEELTEX) IS PLACED BETWEEN THE STEEL AND EARTH, AND THE
STEEL IS #5 OR SMALLER, THE MINIMUM COVERAGE CAN BE 1-1/2", PER FBC 1907.7.
3. CONCRETE COVER OVER REBARS MUST BE 3500 L.B. PER SQUARE INCH AND COMPLY
WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC
UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE
UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED.
4. REINFORCING BARS SHALL BE D—FORM STEEL BARS AND CONFORM TO FBC .1903.5,
ACI 318, SECTION 3 AND ASTM A615/A615M.
5. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED NTH A BARRIER TO COMPLY
WITH FBC R4101.17.1 THROUGH R4101.17.3,
ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION.
6, ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE
PRESSURE TESTED TO NOT LESS THAN 35 PSI FOR 15 MIN PRIOR TO COVERING PIPES.
7. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR.
UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED FBC R4107.9.
8. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 8 FEET PER SEC. THE MAXIMUM
PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND, FBC R4101.6.3.
9. FLOOR THICKNESS SHALL BE MINIMUM OF 6" WITH VAPOR BARRIER ,7" WITHOUT,
(SEE NOTE 2) W/ CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL
BE #3 BARS 0 12" E.W.
10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT
MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE
REQUIRED FROM THE ENGINEER.
11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY.
HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT. OF POOL SURFACE,
(FBC R 4101.21.2) 1 WALL RETURN INLET PER EVERY 300 SQ. FT. (FBC R4101.21.5),
AND 2 MAIN DRAINS (FBC R4101.6.6.4) WITH A HYDROSTATIC RELIEF VALVE
(FBC R4101.21.4), AND ATMOSPHERIC VENT SYSTEM OR APPROVED SVRS (FBC R4101.6.6.3).
12. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY
WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.
13. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 2004 AND
AND 2006 REVISIONS. ELECTRICAL TO CONFORM TO NEC 2005, SECTION 680 WITH SPECIAL
ATTENTION TO 680-26(C), INCLUDING BONDING AND/OR GROUNDING OF ALL METAL PARTS.
14. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE
AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER.
15. SIMM—OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE, FBC R4101.18.
16. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED
A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16—CFR,
PART 1201 OR COMPARATIVE TESTING.
17. ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITHA COVER THAT HAS
BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY
ANSI/ASME A112.19.8M, WITH THE EXCEPTION OF SURFACE SKIMMERS AND GRATES
HAVING A MIN. AREA OF 144 SQ IN., FBC R4101.6.6.2. 45
18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. •
APPROVED SWIMMING POOL AND WADING POOL
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH R4101.6.6 OF THE
RESIDENTIAL FLORIDA BUILDING CODE
2 MAIN DRAINS
3 FT. MIN/ NO MAX.
MAX. DISTANCE TO —"
VENT TEE CONNECTION 12"
(SEE MAIN DRAIN PIPE SIZE CHART)*
MAIN DRAIN SUCTION PIPING
MAIN IIRAIN
EQUIVALENT LENGTH OF
STRAIGHT PIPE FOR
VARIOUS PVC FITTINGS
PIPE SIZE
1 1/2
2"
90' ELBOW
3.6'
5.0'
45' ELBOW
2.0
2.5'
PIPE SIZE
SAME AS
MAIN DRAIN
*SUCTION LINE SIZE X 1 1/2" TEE
1 1/2" VENT PIPING
MAX. UNDERWATER LENGTH
OF VENT PIPING 30 FEET
MIN. OF 18 FEET
THE MAX. VACUUM WITH ONE SUMP PUMP PLUGGED PVC VELOCITY
AND A BODY TRAPPED ON THE OTHER LESS THAN 6 FT/SEC.
WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC.
INSTALL A DOUBLE —90' PVC ARRANGEMENT
(as shown)
MIN. 12" ABOVE GRADE
PROTECT THE OPEN END OF THE VENT WITH
A HAYWARD VENT COVER MODEL SP -1019
(OR EQUAL) TO PREVENT BLOCKAGE BY PUMP
DEBRIS, INSECT INFESTATION OR FILTER
MICROBIOLOGICAL CONTAMINATION. A LABEL
SHALL BE PLACED TO PREVENT TAMPERING.
LABEL VENT:
POOL SAFETY DEVISE — DO NOT HANDLE" TO RETURN
MAIN DRAINS TO COMPLY WITH ANSI/ASME
A
A 112.19.81M AS MANUFACTURED BY
HAYWARD POOL PRODUCTS, INC. OR EQUAL.
ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS:
MODEL MAX. FLOW RATE (GPM) MIN. PIPE SIZE
SP 1048—E108
3'
SP 1048—El
2
2 1/2--
A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAIN TO SUCTION LINE.
ASTER FILEp DUAL DRAIN AND VENT PIPING
NTS
SEMINOLE COUNTY NOTE:
*MAIN DRAIN PIPE SIZES
POOL VOLUME
GALLONS
SUCTION LINE
SIZE — INCHES
MAX. FLOW RATE
GPM
0 — 5,090
1-0"
15.6
5,000 — 10,000
1-1 2"
30
10,000 — 20,000
2
60
20,000 — 30,000
2-1/2"
85
30,000 — 45,000
3
130
45 000 — 80 000
4"
230
80 000 — 180 000
6
525
III III -III __T
I -III -III -III cc
�,�IIIIIIIIIIII�III-II
f�
FOOTING 3000 PSI CONCRETE
WITH 1 #5 OR 2 #3 BARS CONT
SEE STEEL CLEARANCE NOTE #2
RIBBON FOOTING
N.T.S.
f
19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH `O
ANSI/NSPI-3, ANSI/NSPI-4, ANSI/NSPI-5, ANSI/NSPI-6.
-
20. AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM, #3 BAR
OR CONTINOUS
MDX DEBRIS REMOVAL SYSTEM OR APPROVED SVRS CAN BE USED
To rO MPLY WITH FBC R4101.6.6.
2"X6" BULLNOSE TILE (CON
0" MIN
®']_\ COPING OR
C� BRICK
' MIN. 3" DECKING
-'10" MIN .x COVER OVER
ALL BARS
6" TILE T"I' 4„
o MIN. 2 #3 BEAM
BARS 3" FROM L 45' ANGLE
TOP OF BEAM. 6" MIN.
-o u #HELL
With Vapor Barrier
STEPS DETAILq BRICK (see note 2)
N.T.S. I BRICK
N.T.S.
- #5 PsRSEMINL)LE COU
5" DECK
VAPOR BARRIER
ALL METHODS AND MATERIALS SHALL COMPLY WITH
THE RESIDENTIAL FLORIDA BUILIDNG CODE 2004
AND 2006 REVISIONS
sc.C# 07009
�I IIIIIIIIITIIIIIIIII .
III -III -III. II " °'
12"
FOOTING 3000 PSI CONCRETE
WITH 2 #5 BARS CONT.
SEE STEEL CLEARANCE NOTE #2
RIBBO-�I FOOTING TYPE 2
N.T.S.
0H u UIN 0 r I/Jt U. MAX.
VENT SYSTEM NOT
WHEN VACALTERT
INSTALLED
JAN 10 2007
SEMINOLE COUNT
PLANS EXAMINER
#3 BAR 0 4
d ° �11
o 4 °
CLEARANCE °
238 RS ° --_
III -1 I -I 1=
IIIIIII�IIIII,
7"
TLIRN DOWN FOOTER DETAIL
12' MAX.
6"
REQUIRED
SYSTEM IS
—MIN. OF 2" OF CONCRqrE
OVER ALL REBARS OR—As
BY CODE, WHICHEVER -',-((
WAI I CF (`TIONI f
DIMENSION REMARKS
UP TO '40'-0"
fl 15'-0"
D MIN. OF 8'-0" APPLIES TO
E IN. OF 7'-0" DIVING POOLS
F NIN. OF 8'-0" HELL
G IN. OF 5'-0"
H IN. OF 3'-0"
A
B D
w U- 0 =
POOL SECTION
N.T.S.
QI IGCAf r CVIklk/CD
2-#3 REBARS CONTINUOUS
AROUND POOL
1 BAR ® 8"
(SEE RESTRICTIVE NOTE)^ 'e
t
_ 2 #3 ��
1 FRONTBEAM ROD , 1 REAR
CONTINUOUS twf
2' FROM TOP OF BEAM.
CANTILEVER EDGE
CONCRETE TILE BACK
6" TILE
PLASTER FINISH
1 BAR AT 8"
e
THIS DRAWING IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE
AND RAISED SEAL OF A FLORIDA PROFESSI❑NAL ENGINEER.
l
tijENGINEERING, INC. MASTER ENGINEERING PLAN
CIVIL ENGINEERING LAND PiANNING PERMITTING SERVICES FOR
719 IRMA AVENUE ALL SEASONS POOLS & SERVICE
ORLANDO, FLORIDA 32802
(407) 872-1515 185 EAST AIRP❑RT BOULEVARD
WWw.evansenginc.com SANF❑RD, FLORIDA
CERTIFICATE OF AUTHORIZATION NO. 00006788 407-871-2020
EXPIRATION DATEi 12/31/07
THE SIGNATURE AND SEAL
AFFIXED TO THIS
MASTER ENGINEERING PLAN
HEREBY AUTHORIZES
SAID POOL COMPANY
TO USE AND MASTER FILE
THIS DRAWING UNTIL
THE EXPIRATION DATE NOTED,
AUTHORIZATION DATEm
JANUARY 2, 2007
TIN TRAN, P.E. •55359