HomeMy WebLinkAbout223 Clydesdale CirRECEIVED
CITY OF SANFORD PERMIT APPLICATION AUG U
Permit # : N ^1 ^ ^ �Date:ZOOS
Job Address: �` J b� esdale- � i Sr'd
Description of Work: 6llJ1_r1(,yL'tl nG '2
Historic District: Zoning: Value of Work: $ of % poo —
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
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 # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: tJ - + Sib OdL Q ('3 1 d G (Attach Proof of Ow rship & Legal Description)
Owners Name
�& Address: alt^o� 3 (✓�'���J /dGa��p� r^ 1�A-1 �� n �w
�1t-1 f-cl, PI 1��%% 2 (0 13 L I Phone: �J��— J7 V� 7
Contractor Name & Address:
l?C01 crl }-
? D -E* A- 5 aroow-)) y-fAwubd -'32r)59- State License Number:
Phone&Fax: 409' JJl' Li79r ContactPerson: ToYLl) Phone: 4 a � - .? o
&J -
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
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: 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 permit is verification that I will notify the owner of the property of the requir en of Florida Lien Lat, FS 7
APPLICATION APPROVED BY: Bldg: Zoning: Utilities:
(Initial & Date) (Initial & Date)
Special Conditions:
00
FD:
(Initial & Date) (Initial & Date)
R
t1
S knature of Owner/Agent
5 ea' Coy Ie-
Date'big-nature
o Contractor/Agent
fin -I oyil' o old 5r 1 vG�
Date
Prin Owner/Agent's N e
�•
Pn Contractor/Agent's Nwwa��e
� �. GYM•
S-� D5
Signature of Notary -S ate of Flori
Owner/Agent is ' Personally'
_ Produced ID
hum> CELIA WDIA SILVA
MY COMMISSION # DD257585
EXPIRES: November 03, 2007
oF
1-iioo }LNOTARY FI. Notxn. Discount Assoc. Co.
- '-
Signature of Notary tate of Florida
/a«
J
Contractor/Agent is _Personally
_ Produced ID
aY,
I-(tp0,i_ T
VH/VNN
'4 M DA SILVA
MY COMMISSION # DD257585
EXPIRES: November 03, 2007
Fl. Notan Discoum Acsa. Co.
APPLICATION APPROVED BY: Bldg: Zoning: Utilities:
(Initial & Date) (Initial & Date)
Special Conditions:
00
FD:
(Initial & Date) (Initial & Date)
Permit # : OJ
Job Address: QD3 C-1
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: V -` !� tJ ' O 5
-k>,- ot
Zoning: Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
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 # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: ` '# of-S-tto�rriees: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
,)
Parcel #: 'l) "b `- Cy(0W/�- �( b (Attach Proof of Ownership & Legal Description)
Owners Name &/nAddress:-J-C-i�� Wil le- a Ct dPgcdczl 6 t
�14'r -61 t f___1 _1
Contractor Name & Address:
Phone & Fax: 'T if
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer
Address:
Phone: Va` -J'-?%-9N 7
•. - t0 . tilnr ,o i—iLe, ... r
Mkate License Number:
1 WO 0f L -55. 1�'+I-'�-�
C7 Contact Person: �!'1 Phone: `t' 0?-
Phone:
Fax:
�q
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: 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 suc4 as water management districts, state agencies, federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the require nts Florida Lien Law, FS 7
Signature of Owner/Agent Date ignature of Contractor/Agent Date
n e, Ankti►o d i V6 -
Print wner/Agent's Nam Pr' t Contractor/Agent's me '
Signature of Notary-Stic of F ��, , CELIA M. to SILVA Signature o£ Nota -State of Flori CELIA ILVA
MY COMMISSION #DD257585 • MY COMMISSION #DD257585
EXPIRES: November 03; 2007 EXPIRES: November 03, 2007
OF0.
OF0.
0 .3 -NOT FI. T'ntan Disr:wi! Assoc. Co.
Owner/Agent is Personal nr- +^ } Contractor/Agent is _ Person Me of Notan Discount Assoc. Co.
Produced ID _ Produced ID
rIF
APPLICATION APPROVED BY: Bldg: Zoning:
(Initial & Date)
Special Conditions:
Utilities:
FD:
(Initial & Date) (Initial & Date) (Initial & Date)
00
LIMITED POWER OF ATTORNEY
Date `� b5
I hereby name and appoint A r, i 0 \V�(-
of
to be my lawful attorney in fact to act for me and apply to �e ► l �l +'AD )� Coo- l l ,)-1 -61for an ek.( IL`I iLC� � permit for work to be performed at a residence at a location described as:
Section Township Range Lot Block
Subdivision
DQE 31--)-?)
Street Address City or County Zip Code
Owner of Property Address
(- r j -j'7')-90)7
Telephone
And to sign my name and do all things necessary to this appointment.
Ronald R. Howe
Printed name of Active Certificate Holder
R. Howe Electric
ignature of license 1ioIJe-r
ER -0014538
State Registration or certificate Number
Acknowledged:
Sworn to me and subscribed before me this
13 Day A i u AD 2004
My Commission DD312061
Nap V Expires April 20, 20H
Notary Public, State of Florida
Q
OG
El
i
NOTICE OF COMMENCEMENT
State of Florida County of Seminole
Permit No. Tax FolioNo.(PID)
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.
PROPERTY (Legal descri tiono the property and street address) c
GENERAL DESCRIPTION OF IMPROVEMENT
OWNER INFORMATION
Name ajjd address 'SeQ` n CJ—'Id
Interest in property (Fee Simple, Partnership, etc.)
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER -(IF OTHER THAN OWNER)
CONTRACTOR
IN
arae and address
1Jf
SURETY (Bonding Company)
Name and address fi''FpT9F`fI
.,
Amount of Bondf%I t114 1i�0 s
CLJRKi0FjC,1R Uri ^Ut
LENDER
Name and address
Persons within the State of Florida designated by Owner upon whom notice or other documents mayybeserylrd as pro-, ded20
by Section 713.13(1)(a)7., Florida Statutes:
Name and address
#.s:•******:�****ss*********s********�*********s*s******«*************s*s*****>«**s********+**
In addition to himself, Owner designates of
to receive a copy of the Lienor's Notice as
provided in Section 713.13(I)(b), Florida Statutes.
Expiration Date of Notice of Commencement
(The expiration date is 1 year from date of recording unless a different date i- cner.ifieri.)
Sibature of Owner
Sworn to and subscribed before �m�e this r _ Day of
J1 ' i (b,( AA �-t Y pi P� CE oM is DA SILVA
M Commission Ex treS� ,., MY COMMtSStON # DD257585
007
c
Notary Public Fr s��-Nqf ARv� -` �R. NotanDismount Assoc. Co:
The foregoing instrument was acknowledged before me this ; day of , y
(name of person acknowledged), who is personally known to
me or who has produced C �i aC`' �� Q y % �� y a (type of identification) as identification
and who did / did not take an oath>
r-'
-'-'' --'-RAY VALDES 2004 REJ\LE8TATE TAX BILL NUMBER 080100
fm!t mo
u/r310101*v9 01 »x u.u/u ^^mno r5 o 0860 32773-
1 1111111 111LIIIIIII III IIIIII I I lit I IIII lit I I
"U..[1[.Il."[^".^m,,^^,^.II°[!"II^!.i"|
COYLE SEAN J &
ERICHSEN ROSEM4RIE
223 CLYDESDALE CIR
SA0FORD FL 32773-0831
LOT 81
BAKERS CROSSING PHASE 2
PB 62 PGS 87 - 99
4oVALOREM TAXES
..9989 134.97
;ITY SANFORD 6.3500 171.451
)JWIVI .11620 i2.47
.3850 10.40:
(
|
/
/
35
-------------
- ---- -' ---------- /
�.00�
nomanveoTnxenmvnxaSsmsmswro-'-����--
_�_�_ $553.���_`__"r"o��,u_a�� �
�,*o N DEO 3� J���� - --- —
-- � | BY 531-24 5�O/ | 5C 547.84
| ��� �u
7
�� |__ _ �53.37
RAY\A�LDE�� ------- --------- -------- -- - --'''- -' ' --- -----'-''
2004 REAL ESTATE nm ozu NUMBER 000180
*mm*m 0
COYLE SEAN J & LOT (31
ERICHSEH R0SEMARIE BAKERS CROSSING PHASE 2
�
223 CLYOESALE CIR PB 62, PGS 97 99 `
SANFORO FL 3277-1-689-1
- ARCHITECTURAL REVIEW BOARD APPLICATION
Please complete the application form and forward, with requested information, to the Associations
property manager for processing. Please do not commence work until you receive approval of your
application from the Architectural Review Board.
Association Name
AwngfLDS
-
Applicant's Name
Property Address
Changes to be made
Date of Application
1407 - 523 — ) to 2-1
Phone Number
04
❑ Home Exterior ❑ Landscaping V Pool Addition
❑ Recreational Equipment ❑ Other
Provide complete description of what changes will be made. Applications must include lot survey, site plans, diagrams, color chips,
material specifications, sample products, photographs and any information which will adequately describe the finished project. All
landscaping plans must include thb size, lnumber and type of plants to be approved.
%"sci i( Ai� 1 ✓i /'1'Y�'1 i/✓l: �+1 /") e-% n 1 WI ^-J O dimes. rig, _ <r cr-.1 15, o .n r 1 c r .nom
Failure to provide complete information will delay the approval process.
NOTE: All request must conform to all applicable zoning and building regulations and it is
the property owner's responsibility to obtain all necessary permits if application is approved.
THIS SECTION TO BE COMPLETED BY ARCHITECTURAL REVIEW BOARD
i
Request: Date Approved J Date Denied /
BOARD MEMBERS SIGNATURE: JI�VA4 - "z�
COMMENTS:
SUBSTANTIAL COMPLETION:
Inspection Date / /
Final Inspection Date / /
SMI P-4
10/00
,f.
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 61, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A).
C'MISpALE
LST- _ TRACT CIRCLE
A
OF W
16 04 �� X49'48"W
!-moi
CENTERLINE OF
RIGHT-OF-WAY -
WALK IS S79-4
DFF 9'.48"
E
to.
URLITY EASEMENT
17.5' 3
22.41'
"P
C
-LK IS
•3' OFF
Lv
COVERED
ENTRY
N
N
M
TWO STORY
CONCRETE BLOCK
N7
N
o o
do WOOD FRAME ri
%g
y,v4
F'4
r')
,n
RESIDENCE
FINISH
<
CN
d'
0
FLOOR
LOT 60
ELEVATION -29.99
N
Z
O
0 LOT 62
1" =40'
GRAPHIC SCALE
0 20 40
LOT 61 PLANS K `�VQEWE®
---------------------------- l7s"O' l TY O F S AN F 0
20' ENVIRONMENTAL KW
cnNTanl rArruruT--'�
2.TJ
CERTIFIED TO AND FOR THE --- -- 2------""
' .9 OFF
EXCLUSIVE USE OF:BRICK WALL
N 8.9'35 18 W
DIDELITY NATIONAL LATITLENY OFINS�RANCERIDA N COMPANY MPANY OF PENNSYLVANIA 75.00
SEAN J. COYLE AND ROSEMARIE ERICHSEN
CH MORTGAGE COMPANY, I , LTD. TRACT "I"
NOTE: LANDSCAPE BUFFER
1, ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY LEGEND
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY. . — . — . — . _ BUILDING SETBACK LINE Q FND NAIL AND DISC
2. PROPERTY CORNERS SHOWN HEREON WERE - CENTERLINE LB #6393 (03/19/04)
RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP
SET/FOUND ON 03-19-04, UNLESS OTHERWISE > > 4 EXISTING ELEVATION 0 LB #6393 (03/19/04)
SHOWN.
CONCRETE CNA CORNER NOT ACCESSIBLE
3: THE SURVEYOR HAS NOT ABSTRACTED THE 6 DENOTES DELTA ANGLE
LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING
WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE
AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION
P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN M) MEASURED PT DENOTES POINT OF TANGENCY
FND FOUND TYP TYPICAL
LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER
5/W SIDEWALK - CBW CONCRETE BLOCK WALL
CV CONCRETE PAD RP RADIUS POINT -
5. NOT VALID WITHOUT THE SIGNATURE AND THE cs CONCRETE SLAB CHU OVERHEAD UTILITY LINE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH IO IDENTIFICATION
PK .PARKER KALON POL POINT ON LINE
SURVEYOR AND MAPPER. R RADIUS PCC POINT OF COMPOUND CURVE
POC POINT OF CURVE
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY
NO 120294 0045 E DATEDD 4 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. - SURVEY, SUBJECT TO THE SURVEYOR'S NOTE!
AREA OUTSIDE 100 YEAR FLOOD PLAIN. CONTAINED HEREON MEETS THE APPLICABLE
THE SURVEYOR MAKES NO GUARANTEES AS TO THE "MINIMUM TECHNICAL STANDARDS" SET FORTH
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION. BY THE FLORIDA BOARD OF PROFESSIONAL
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY SURVEYORS AND MAPPERS IN CHAPTER
v R l n NTR A F
RN
H 611317-6, FLORIDA ADMINISTRATIVE CODE
BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER 472.027, FLORIDA
THE EASTERLY LINE OF LOT 61 AS STATUTES.
BEING SOO'42'26"W PER PLAT.
(FIELD DATE:) 12-4-03 REVISED:
SCALE: 1" = 40 FEET
APPROVED BY: SJ
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB 6393 A FOR
ASM 42679 FOUNDATION M JE'✓',41J'
JOB N0. FINAL 3-19-04 CKB 320 EAST SOUTH STREET, SUITE 180 3 THE
n M
DRAWN BY: ORLANDO, FLORIDA
_. PLOT PLAN 09/25/03 SDO 32801 (407) 426-7979 GALEN K. BEL PSM 4224 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
AS RECORDED IN PLAT BOOK 62L PAGES 97OT 61, BAKERS
99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A),
w
CL YDESD
ALE
�3 PT TRACT
q�RCLE
OF WAY
16 04 0' �4g'46,W
CENTERLINE OF—//
RIGHT—OF—WAY
''OFFS
S79. 49#
L8 #6393 (03/19/04)
CNA
.48,1,.;760
U.l'3'
6
nCITY `
L
EASEMENT 1.16,0'•7r
•.:r.<<
DENOTES CHORD BEARING
PC
DENOTES POINT OF CURVATURE
PI
CONCRETE
h "'
DENOTES POINT OF REVERSE CURVATURE
ORIVEWA
r
TYP
TYPICAL
A/C
AIR CONDITIONER__,_
CBW
CONCRETE BLOCK WALL
RP
�J
W
COVERED
ID
ENTRY
POL
POINT ON LINE
N
N
TWO STORY
b CONCRETE BLOCK g
o %
:tn
& WOOD FRAME ri MU
RESIDENCE
LOT 60 .-CD
FINISH FLOOR <
ELEVATION -29.99
Z
LOT 61
17.5'-+ 40.0'
ENVIRONMENTAL
1" =40'
GRAPHIC SCALE
0 20 40
X2.41
_`o\'PC
i IYALK IS
OFF
PLANS �EVIEWEti
CITY OF SANF
e
N a
d -N
O .-
O LOT 62
V)
WALL IS o
CERTIFIED TO AND FOR THE -Orr -------
—
------ WAL
EXCLUSIVE USE OF:29
BRICK WALL
D.R.H. TITLE
FIDELITY NATIONAL TITLE NY OF FLORIDA
N8
INSURANCE COMPANY OF PENNSYLVANIA 75. 00'
SEAN J. COYLE AND ROSEMARIE ERICHSEN
CH MORTGAGE COMPANY, I , LTD. TRACT "I."
NOTE: LANDSCAPE BUFFER
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND
SURVEY, IF ANY,
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 03-19-04, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER,
I HAVE EXAMINED THE F.I.R. M. COMMUNITY PANEL
NO 120294 0045 E DATED 4/17/95 ANO FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL. rnNmnl .e 11,......,..__
[HE EASTERLY LINE OF. LOT 61 AS
'cu ur
BEING S00'42'26"W PER PLAT.
(FIELD DATE:) 12-4-03
REVI
SCALE: 1„ = 40 FEET
APPROVED BY: S�
JOB N0. ASM42679 FOUNDATION
DRAWN BY: FINAL 3-19-04 CKS
PLOT PLAN 09/25/03 SDO
— - —" - — — BUIL)ING SETBACK LINE
CEN-ERLINE
RIGHT OF WAY UNE
1 1 4 EXISTING ELEVATION
C� CONCRETE
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE. MONUMENT
PCP PERMANENT CONTROL POINT
SP) PER PLAT
M) MEASURED
FND FOUND
C/W CONCRETE WALK
S/ W SIDEWALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK' .PARKER KALON
R RAMIll:
I AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBERLBN6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801 (407) 426- 79 79
QFND NAIL AND DISC
LB #6393 (03/19/04)
0
SET 1/2" IRON ROD AND CAP
L8 #6393 (03/19/04)
CNA
CORNER NOT ACCESSIBLE
6
DENOTES DELTA ANGLE
L
DENOTES ARC LENGTH
C.B.
DENOTES CHORD BEARING
PC
DENOTES POINT OF CURVATURE
PI
DENOTES POINT OF INTERSECTION
PRC
DENOTES POINT OF REVERSE CURVATURE
PT
DENOTES POINT OF TANGENCY
TYP
TYPICAL
A/C
AIR CONDITIONER__,_
CBW
CONCRETE BLOCK WALL
RP
RADIUS POINT
OHU
OVERHEAD UTILITY LINE
ID
IDENTIFICATION
POL
POINT ON LINE
PCC
POINT OF COMPOUND CURVE
I HEREBY CERTIFY, THAT THIS BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOTI
CONTAINED HEREON MEETS THE APPLICABLE
"MINIMUM TECHNICAL STANDARDS" SET FOR1
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
611517-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
CTA TI I—n
K, p 3 D Tie
FIRM
GALEN K. BE L PSM / 4224 DATE
sneyn Sea 5
CPC1456873
TONY CELL
407-288-4462
DIRECTIONS
Easton 17-92. turn right on 427.
Turn right on Lake Mary Blv.
Turn first right on S Sanford
Turn left into Bakers Crossing Subdivision.
Go right and right into Clydesdale Cir.
House on right 223
—S
7-92
Sean&Rose Coyle
223 Clydesdale Cir.
Bakers Crossino
ACCESS
DIG & HAUL
6" GUNITE POOL BEAM
6" SPA BEAM 8" DAM WALL
2--2" MAIN DRAIN IN POOL
2--2" MAIN DRAIN IN SPA
CENTER RETURN IN SPA
CONCRETE SCREEN
FOOTER DETAIL
2"3/8
PAVERS DECK
AREA100 SF
TAHOE BLUE
O PEBBLETEC
31/2
-2'0 15'0_
5 Feet
Deep O 30'0_�
0
315 S.F.
Vac
4' X 18" SWIMOUT
9'7
RESIDENCE
SPA 8" DAMM WALL
18" SPILL WAY
1 CENTER RETURN
B ,et
12'5 3,F +
2'10 � Jet
6'1—
28'0
r�L�u—bb
0
le
10'5
I
10'8
749 S.F
BEAM
ELEVATION IS 4 1/2
BELOW HOUSE SLAB
{DECK PAVERS 698 S.F.} {POOL AREA 315 S.F.} ROCK BOLDERS FROM A TO B
{COPING 51 S.F.} {POOL PERIMETER 77 L.F.} 1 FOOT FLAGSTONE COPING FROM C TO D
{DECK TOTAL 749 S.F.} {SPA AREA 30 S.F.} AND SPA PERIMETER
{SCREEM FOOTER 94 L.F.} {SPA PERIMETER 19 L.F.]
Nil
Pool Size:
Pool Perimeter:
Spa Perimeter:
Pool Gallons:
SPECIFICATIONS:
30'X 15' Pool Depth: _3 `.6"_TO 5`
77 Pool Area: _315 S.F.
19 Spa Area: _30 S.F.
Raised Beam: Beam Size: 6"
POOL EQUIPMENT & PLUMBING
Pump Type: HAYWARD NORTHSTAR Size: 2 HP:
Pump #2 Size: HP:
Filter type: HAYWARD CARTRIDGE Size: 1200 S.F
Skimmer: HAYWARD 2"
Main Drains: 2-- 2" IN POOL 2--2" IN SPA BOTH WHIT VENT LINE
Pool Cleaner System: NO
Sanitizer Type: SALT CLORINATOR
Pool Heater Type: YES
Pool Light: YES I HEAT PUMP
Over Flow: YES
Auto Fill:
Pool Automation Controls:
Water Feature:
Manual Cleaning & YES
Water Testing Equipment: YES
SPA SPECIFICATION & PLUMBING
Spa Size: 6' Area: 30 S.F. Per: 19 L.F. Raised: YES 6" Spillway: 18"
Dam Wall: THICK Light: 1 #Jets: 4 Return:
Fountain: NO Pre Pll�mh ;Pte : NO Auto controls: _SPA SWITCH_
Spa Side Switch: YES Blower: YES Heater:
Gas Line and/or hookup -are buyers responsibility
Turn Down:
SCREEN SPECIFICATIONS
Metal Color:BRONZE Wall Height: 9' 3WO Doors: 2
POOL INTERIOR FINISH: TAHOE BLUE.. PEBLE TEC
CHILD SAFETY FENCE: YES 38'
ALARM:NO
NOTES:
Roof Type: DOME
TILE
Waterline:
YES Type:
FLAGSTONE AND STONE Ft.: 77
Step & Bench:
NO Type:
Ft.:
Spillways:
FLAGSTONE
Type:
DECKING SPECIFICATIONS
Deck Edge Type:
_FLAGSTONE
COPING AND MEDIUN BOLDERS Size: -
77 -Deck Type:
PAVERS
Existing Deck:
NO Front Porch:
Deck o Drain:
3 --
GRATE
Raised Beam Pool
Tile: FRONT OF SPA
Deck Step Type:
Screen Footer.
94' _
Retaining Wall:
Turn Down:
SCREEN SPECIFICATIONS
Metal Color:BRONZE Wall Height: 9' 3WO Doors: 2
POOL INTERIOR FINISH: TAHOE BLUE.. PEBLE TEC
CHILD SAFETY FENCE: YES 38'
ALARM:NO
NOTES:
Roof Type: DOME
� T
SUCTION DRAIN MAY BE
SUBSTITUTED FOR
DUAL PORT SKIMMER -
6. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE - o TEx uD 18" MIN.
PRESSURE TESTED TO 35 PSI 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.
B. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC, THE MAXIMUM
PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND.
9. FLOOR THICKNESS SHALL BE MINIMUM OF 7' WITH CODE REQUIRED
COVER OF REINFORCING, FLOOR REINFORCING SHALL BE #3 BARS @ 12' E.W. POOL TYPE 21/2'
10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT REDUCER
MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE DIMENSION REMARKS (IF REQUIRED)
REQUIRED FROM THE ENGINEER. LIF IU 4U -U
8 7-0
11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC, MIN. -
APPLIES TO
MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ, FT. MIN. OF 7-0 IVING POOLS
OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A
HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM.Ff -_
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 101.4 THRU 101,4.12, 2001, ELECTRICAL TO CONFORM TO NEC 2002.
8
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. SWIM -OUTS AND/DR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS =
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE.
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,
POOL SECTI❑N
PART 1201 OR COMPARATIVE TESTING.
2 MAIN DRAMS
17. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. N.T.S.
18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION.
19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH
ANS/NSPI-4 1992 AND NSPI-5.
20, AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM OR
MDX DEBRIS REMOVAL SYSTEM CAN BE USED TO COMPLY WITH FBC 424.2.6.6
2 #3 BEAM ROD _ HAYWARD PUMPS
1 FRONT, 1 REAR
CONTINUOUS
3' FROM TOP OF BEAM.
CANTILEVER EDGE
/ 'CONCRETE TILE BACK
TRANSFORMER (IF LOW
VOLTAGE) (MOUNT 8' I
POOL HIGH POINT)
4' CONC. DECK
W/FIBERMESH Z
LIGHT NICHE
WITH GROUNDING
PER N.E.C.
6' TILE
NPLASTER FINISH
1 BAR AT 8'
UNDERWATER LIGHT
WITH LOW WATER
CUT-OFF
#3 REBAR 12' O.C.E.W.
(FOR WATER DEPTHS
UP TO 8'-0')
3,000 PSI GUNITE OR SHOTCRETE 2 28 DAYS
WATER CURE FOR 7 DAYS.
MIN. OF 3' OF CONCRETE COVER OVER ALL REBARS
OR AS REQUIRED BY CODE, WHICHEVER IS GREATER.
SKIMMER
2'
-SUCTION UNE SIZE_X 1 1/2'
\_PVC VELOCITY LESS
THAN 6 FT/SEC.
INSTALL A DOUBLE -90" PVC TsE-ARRANGEMENT
ar 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 DEBRIS, INSECT INFESTATION OR
MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE
PLACED TO PREVENT TAMPERING.
LABEL VENT' POOL SAFETY DEVISE - 00 NOT HANDLE'
APPROVED SWIMMING POOL, SPA AND WADING POOL
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
�1 1/2' VENT PIPING
MDX DEBRIS REMOVAL SYSTEM
NTS
MAIN DRAIN SUCTION PIPING
(SEE MAIN DRAIN PIPE SIZE CHART) -
APPROVED SWIMMING POOL AND WADING POOL
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
PIPE SIZE I I —
SAME AS
3' MIN/ NO MAX MAIN ORA
TEE TO BE CENTERED
BETWEEN DRAINS —
MAX DISTANCE TO —
VENT TEE CONNECTION
(SEE MAIN DRAIN PIPE
MAIN DRAIN SUCTION
NOTES
8FPS
1.
FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8'-0': #3 R:BAR 12' G.C.E.W.
COPING OR
18 GPM
OVER 8'-0'1 SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING
BRICK DECKING
26 GPM
SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER
MIN. 3"
50 GPM
OVER REINFORCING. FOR OVER -8'-O', SPECIAL DESIGN REQUIRED.
ALL BAROVER
2.
_
CONCRETE THAT IS PERMANENTLY CAST AGAINST AND EXPOSED TO EARTH SHALL MAINTAIN 6 TILE
I�
fll'14-
C�•IJ
A MINIMUM OF 3' OF CONCRETE COVERAGE OVER THE STEEL, IF AN APPROVED
PM
1 P
117 PM 1
BARRIER (SUCH AS STEELTEX) IS PLACED BETWEEN THE STEEL AND EARTH, AND THE
covin BEAMBARS
- 45' ANGLE
GPIV11227
STEEL IS #5 OR SMALLER, THE MINIMUM COVERAGE CAN BE 1-1/2', PER FBC 1908,6,
-
III��®®®®®�®
3" FROM TOP of BEAM.
3.
CONCRETE COVER OVER REBARS MUST BE 3500 L.B. PER SQUARE INCH AND COMPLY
7" MIN.
•
WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC
III
SHELL
UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE
10- BEAM
UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED.
BRICK
4.
REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM TO
BRICK)
ASTM -A15-58 T AND A305-58 T.
- \�
5.
OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY
BEAM FINISH DETAIL
WITH 424.2.17.1 - 424.2.17.10.
ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION.
ANTI V R
� T
SUCTION DRAIN MAY BE
SUBSTITUTED FOR
DUAL PORT SKIMMER -
6. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE - o TEx uD 18" MIN.
PRESSURE TESTED TO 35 PSI 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.
B. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC, THE MAXIMUM
PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND.
9. FLOOR THICKNESS SHALL BE MINIMUM OF 7' WITH CODE REQUIRED
COVER OF REINFORCING, FLOOR REINFORCING SHALL BE #3 BARS @ 12' E.W. POOL TYPE 21/2'
10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT REDUCER
MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE DIMENSION REMARKS (IF REQUIRED)
REQUIRED FROM THE ENGINEER. LIF IU 4U -U
8 7-0
11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC, MIN. -
APPLIES TO
MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ, FT. MIN. OF 7-0 IVING POOLS
OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A
HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM.Ff -_
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 101.4 THRU 101,4.12, 2001, ELECTRICAL TO CONFORM TO NEC 2002.
8
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. SWIM -OUTS AND/DR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS =
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE.
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,
POOL SECTI❑N
PART 1201 OR COMPARATIVE TESTING.
2 MAIN DRAMS
17. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. N.T.S.
18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION.
19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH
ANS/NSPI-4 1992 AND NSPI-5.
20, AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM OR
MDX DEBRIS REMOVAL SYSTEM CAN BE USED TO COMPLY WITH FBC 424.2.6.6
2 #3 BEAM ROD _ HAYWARD PUMPS
1 FRONT, 1 REAR
CONTINUOUS
3' FROM TOP OF BEAM.
CANTILEVER EDGE
/ 'CONCRETE TILE BACK
TRANSFORMER (IF LOW
VOLTAGE) (MOUNT 8' I
POOL HIGH POINT)
4' CONC. DECK
W/FIBERMESH Z
LIGHT NICHE
WITH GROUNDING
PER N.E.C.
6' TILE
NPLASTER FINISH
1 BAR AT 8'
UNDERWATER LIGHT
WITH LOW WATER
CUT-OFF
#3 REBAR 12' O.C.E.W.
(FOR WATER DEPTHS
UP TO 8'-0')
3,000 PSI GUNITE OR SHOTCRETE 2 28 DAYS
WATER CURE FOR 7 DAYS.
MIN. OF 3' OF CONCRETE COVER OVER ALL REBARS
OR AS REQUIRED BY CODE, WHICHEVER IS GREATER.
SKIMMER
2'
-SUCTION UNE SIZE_X 1 1/2'
\_PVC VELOCITY LESS
THAN 6 FT/SEC.
INSTALL A DOUBLE -90" PVC TsE-ARRANGEMENT
ar 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 DEBRIS, INSECT INFESTATION OR
MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE
PLACED TO PREVENT TAMPERING.
LABEL VENT' POOL SAFETY DEVISE - 00 NOT HANDLE'
APPROVED SWIMMING POOL, SPA AND WADING POOL
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
�1 1/2' VENT PIPING
MDX DEBRIS REMOVAL SYSTEM
NTS
MAIN DRAIN SUCTION PIPING
(SEE MAIN DRAIN PIPE SIZE CHART) -
APPROVED SWIMMING POOL AND WADING POOL
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE
PIPE SIZE I I —
SAME AS
3' MIN/ NO MAX MAIN ORA
TEE TO BE CENTERED
BETWEEN DRAINS —
MAX DISTANCE TO —
VENT TEE CONNECTION
(SEE MAIN DRAIN PIPE
MAIN DRAIN SUCTION
BENCH
M
#3 REBAR 12' O.C.E.W.-
SPA DETAIL
N.T.S.
FLOW THRU SCHEDULE 40 PVC PIPE
VELOCITY = FEET PER SECOND
PIPE SIZE 6FPS
7FPS
8FPS
9FPS
1OFPS
1" 15 GPM
18 GPM
21 GPM
LL!I•L-liJ�.•1.7��WJ�•i•J<!•IJ�K�im.
26 GPM
1. 7 GPM
43 PM
50 GPM
50 GPM
L�•IJ�LIJ.21
2" 62 GPM
7 GPM
•
C�•IJ
103 GPM
PM
1 P
117 PM 1
1 P
146 PM
1 PM 1 PM 1 1 PM 203
GPIV11227
.
III��®®®®®�®
•
•
III
BENCH
M
#3 REBAR 12' O.C.E.W.-
SPA DETAIL
N.T.S.
FLOW THRU SCHEDULE 40 PVC PIPE
VELOCITY = FEET PER SECOND
PIPE SIZE 6FPS
7FPS
8FPS
9FPS
1OFPS
1" 15 GPM
18 GPM
21 GPM
23 GPM
26 GPM
1. 7 GPM
43 PM
50 GPM
50 GPM
62 GPM
2" 62 GPM
7 GPM
82 GPM
q? GPM
103 GPM
PM
1 P
117 PM 1
1 P
146 PM
1 PM 1 PM 1 1 PM 203
GPIV11227
PM
WALL SECTI❑N
N.T.S.
ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE
TO
CSEE RESTRICTIVE NOTE)
#3 REBAR CONTINUOUS
AROUND POOL
INSTALL A DOUBLE -W PVC TEE -ARRANGEMENT
MIN. tY ABOVE GRADE
PROTECT THE OPEN END OF THE VENT WTI A HAYWARD
VENT COVEN MODEL SP -1019 (OR ECUAL) TO PREVENT
BLOCKAGE BY DEBRIS INSECT INFESTATION OR
MICROBIOLOGICAL CONTAMINATION. A LABEL SHAH BE
PLACED TO PREVENT TAMPERING
LABEL VENT: ' POOL SAFETY DENSE - DO NOT HANOLV
— 1
MAIN DRAINS TO COMPLY WITH ANSI/ASME
A 112.19.814 AS MANUFACTURED BY
HAYWARD POOL PRODUCTS, INC. OR EQUAL
ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS:
CER MODEL MAX. FLOWRATE GPM MIN. PIPE SIZE
SP 1048-E 108 3
noN UNE SIZE X 1 1/Y TEE
A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT GRAIN TO SUCTION UNE.
1 1/2' VENT PIPING 'MAIN DRAIN PIPE SIZES
MAX UNDERWATER LENGTH POOL VOLUME MAX SUCTION UNE MAX FLOW RATE
OF VENT PIPING 30 FEET GALLONS SIZE - INCHES GPM
MIN. OF 18 FEET 1-0" 15
5,000 - 10,000 1-1/2" 25
10000 - 20,000 2 60
20 000 - 30.000 2-1 2 85
30 000 - 40 000 3 130
PVC VELOCITY LESS THAN 6 FT/SEC. BASED ON 4 FT/SEC. MAX
THE MAX. VACUUM WITH ONE SUMP PUMP PLUGGED
AND A BODY TRAPPED ON THE OTHER
DUAL DRAIN AND VENT PIPING
WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC.
NTS
#321'c
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'
TO
7" MIN.
OUT = 4' MIK TREAD LENGTH = 24'
2" MIN.
TYP. 1 I
#3212' E.W.
10" MAX.
TYP.
STAIR DETAIL
N.T.S.
SWIM—OUT DETAIL OCTOIBEFz 12, 2004
N.T.S.
TIN T. TRAN, P.E. #55359
e
z
a
U� 0
Z
$
El
W-
W ' N,.
> S -.s s
asNrnF
/Z I'LL- c F
R o> 3
s0+3b
hlW ^Z
J R
b O O
Z
0
� n
u O
0 cc
w
I O
IL V (`
LL LL 00 O
cc CL o
h
t-
a
g CL
W W
W
h
0
F
O
O
b
a
^
Icc 0W fC
Z J I- 0,
O 0 Z W
O
.400 1
s
J a d -i 0 ^
O O ., LL w —1L Z Z p w W
0 U 0 + s
Z ^
rJa0U' w
Z O
J
W
O
11 DRAW
LH
CNECKED.
TTT
DATE.
OCTOBER,2004
•CALF.
CAD NAPE.
SEVENSEA
JD! 414
$#LET �.