HomeMy WebLinkAbout2413 Vineyard CirJUN CITY OF SANFORD
\ BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ ! , '4
2 LI/ 3 l/w_F y p20 C I t2 Historic District: Yes ❑ No 6n
Parcel ID: 3z- I °> - 3 I - Ni I - Cl %__� - CO3Residential ❑ Commercial ❑
Type of Work: New a Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: POO,- 4 7F_cr ( 1 a >C ),o
Plan Review Contact Person: b15y'`f1V-jS %L'i Title:
Phone: '3 4 , 6010 , 3 2, 3) Fax: Email: l�l�r�O R.��7/V � �l 106101L r(C�`t'(
Name to a 6V El2 r' PPL.
Street:
Property Owner Information
2�-ft 3 Vt�(�JW-2� C'tt2
City, State Zip:
SA_t r_0MQ Y=L 3z7_71
Phone: Ya7 . �✓"� - 13
Resident of property? : #c S
Contractor Information
Name POOL P✓�
Street: -749 1,- _ h rZ k4 3 to
City, State Zip: fit,, a�o�17� sPr"(OS PC ';5771 L(
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: 40-7- sT! - 9 9 <o `i
Fax: 4ca 7 - G)5 1 - e9 77
State License No.: CPC US(,c)(0 G
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (20t4) Florida Building Code
Revised: June 30, 2015 Permit Application Ii
GRECIAN
KIDNEY
GRECIAN OFFSET
BRICK COPIA
6"x6" CERAMIC TILE SE
WITH SILICONE GROU
VINYL LINER RETAINER CI
(NAIL INTO FRAMIA
20 MIL VINYL LINEN
OVER Ye" FOAM, BOARE
POLYMER WALL
PANEL
RECTANGLE
DnnAANI cnin
SHAPE
SIZE
GALLONS
PERIMETER
DEPTH
GRECIAN
13'x 24'
9,000 '
68'
3' TO 5'
ASIDE ANY OF THE PROVISIONS OF THETECHNICAL
14'x 29'
13,400
80'
3' TO 5'-10"
I'
17'x 31'
17,500,'
90'
3' TO 6'
RECTANGLE
13'x 24'
9,300`
74'
3' TO 5'
f �
15'x 29'
14,600
86'
3' TO 6'
KINDEY
14'x 25"
8,800
68'
3' TO 5'
ROMAN END
18'x 37'
19,400
98'
3' TO 6'
GRECIAN
13'x 26'
11,000
72'
3' TO 5'-10"
OFFSET
OPTIONAL POOL DESIGNS
(N.T.S.)
W'Ft RL 1Nt
j.. ,..,..,..
L3EF(: RE .t3R A.K
.. ..., ............... 6 4' (.M.l i )
POOL PROFILE
(N.T.S.)
4" THICK CONCRETE W/
?MESH REINFORCING
ALTERNATE DETAIL FOR CERAMIC WATERLINE TILL.
R E V I S/ O N S
DATE DESCRIPTION
4" MIN.
WATER _
LEVEL —
.L
SA VI LIGHT
POLYMER WALL
PANEL
14"
1"0 PIPE CONDUIT TO
`DECK JUNCTION BOX
r/
SA VI LIGHT
\_ 2 "N SCH. 40 PO WER CORD
PVC SLEEVE
SP 10-22 WALL FITTING
INSTALLED INSIDE SLEEVE
SAVI LIGHT DETAIL
(N.T.S.)
PLAIN CONCRETE PAD
SIZED FOR EQUIPMENT
(2,500 P.S.I. S/2" Thick)
3 -WAY
CHLORINE FEEDER VALVE
OR GENERATOR -
PER CONTRACTOR POOL (TYP.)
0!, "
RETURN
CHECK VALVE OPTIONAL FLOOR
_ _ _ _ _� CLEANING, DECK JETS ORI ,' j
War o 060001 \ WATER FALL RETURN -
Iuuuuu o o o o uouuo�L (SUBMIT DETAILS TO
00000 OPTIONAL 0000U� BUILDING DEP!.)
.r—_—_____ .1
00000 HEATER 00006 U
lououu 00000_—
ouoou
Loon. � o 0 0 o OUOOU CARTRIDGE FILTER SIZED
FOR FILTRATION'FLOW RATE
AT 0.375 G.P.M./S. F. , -
.
PREPARED FOR.-
SHOWCASE
OR.SHOWCASE POOLS & SFAS
4404 N.W. 13th Street
Gainsville, Florida 32609
(352) 375-7800
TYPICAL WALL SECTION
PREPARED BY
CREST ENGINEERING
of Sarasota, LLC
3402 Magic Oak Lane, Sarasota, Florida 34232
Ph -.(94-1)377-881,1 Fx: (941) 378-88'11
Email: inshannon c@crestfl.corn
Florida Certificate of Authorization No. 26100
SINGLE PUMP EQUIPMENT SCHEMATIC
r
SUCTION
` POOL SKIMAIER
17 SSUCTION
(N.T.S.)
J
ALL CORNERS
ARE 90' MIN.
W/ 2" R. MIN,
SURFACE SKIMMER
WITH VENTURI RETURN
(1 PER 800 S.F.)
NOTES:
1. THESE PLANS ARE APPLICABLE TO RESIDENTIAL SWIMMING POOLS OF LESS THAN 108,000 GALLONS
AND 150 G.P.M. PUMP RATE.
2. DESIGN CRITERIA: 2014 FLORIDA BUILDING CODE, ANSI/APSP-5, ANSI/APSP-7, & ANSI/APSP/ICC-15.
3. SAFETY BARRIERS FOR THE POOL SHALL BE PROVIDED IN ACCORDANCE WITH F.B.C. RESIDENTIAL
SECTION R4101.17 INCLUDING WINDOW AND DOOR ALARMS IF APPLICABLE.
4. ALL SUCTION OUTLET COVERS/GRATES AND FASTENERS SHALL COMPLY WITH LATEST ASME/ANSI
112.19.8.
5. DUAL MAIN SUCTION COVERS SHALL EACH BE RATED FOR 100% OF THE SYSTEM FLOW RATE AND MAY
BE FLOOR OR WALL MOUNTED. UTILIZE THE MANUFACTURER'S RECOMMENDED SUMP OR FIELD BUILT
SUMPS PER ASME/ANSI 112.19.8 -LATEST ED. (FIG. 2).
6. UNBLOCKABLE CHANNEL DRAINS MUST UTILIZE THE MANUFACTURER'S RECOMMENDED SUMP UNDER
THE COVER.
7. CONSTRUCT POOL ON EXISTING SOIL WITH A 550 P.S.F. MINIMUM BEARING CAPACITY. CONTACT THE
ENGINEER SHOULD ANY MARL, MUCK, ORGANIC OR UNSUITABLE MATERIAL BE ENCOUNTERED IN THE
POOL EXCAVATION FOR SOIL CORRECTION RECOMMENDATIONS.
8. THE LOCAL GROUND WATER TABLE SHALL BE MAINTAINED BELOW THE POOL STRUCTURE DURING
CONSTRUCTION AND ANY TIME THE POOL WATER IS EMPTY FOR MAINTENANCE.
9. ALL CONCRETE TO BE 2,500 PSI MIN, COMPRESSIVE STRENGTH AT 28 DAYS.
10. POOL PIPING SHALL BE SCH. 40 PVC NSF -PW APPROVED. ALL PIPING, VALVES, EQUIPMENT AND
MATERIALS USED SHALL CONFORM TO THE F.B.C., PLUMBING.
11. CHLORINATING AND/OR DISINFECTANT EQUIPMENT SHALL COMPLY WITH THE LATEST ANSI/NSF-50.
12. PUMPS SHALL BE 3 H.P. OR LESS AND COMPLY WITH ANSI/UL 1081. PUMPS EQUAL TO OR EXCEEDING 1
H.P. SHALL BE TWO SPEED MINIMUM WITH THE RECIRCULATION RATE MET A LOW SPEED OF AT LEAST
THAT OF THE MAXIMUM PUMP SPEED.
13. ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE 2014 FLORIDA
BUILDING CODE AND N.F.P.A. 70 ARTICLE 680 NATIONAL ELECTRIC CODE (LATEST EDITION). PROVIDE
BONDING OF ALL EQUIPMENT, HANDRAILS, LIGHTS AND METALLIC FIXTURES WITHIN 5' OF THE POOL
WATER.
14. HEAT PUMPS SHALL COMPLY WITH THE LATEST UL 559. ELECTRIC HEATERS SHALL COMPLY WITH UL
1261. ANY GAS PIPING SHALL COMPLY WITH F.B.C., FUEL GAS. GAS HEATERS SHALL COMPLY WITH
LATEST ANSI -Z21.56.
15. ONE MEANS OF EXIT FROM THE DEEP END CONSISTING OF A LADDER, BENCH, UNDERWATER SEAT OR
SWIMOUT SHALL BE PROVIDED IF WATER DEPTH 5' OR GREATER. PROVIDE TWO MEANS OF EXIT FOR
POOLS WIDER THAN 36'.
16. UNDERWATER SEATS, BENCHES, AND SWIMOUTS SHALL BE A MAXIMUM OF 20" BELOW THE WATERLINE.
17. THIS POOL DOES NOT PROVIDE A MINIMUM DIVING WATER ENVELOPE. NO DIVING EQUIPMENT IS
ALLOWED.
18. POOL PLUMBING PIPE SIZES SHALL BE PROVIDED AS LISTED BELOW BASED ON CONTRACTORS
CALCULATED MAXIMUM PUMP FLOW RATE:
PIPE SIZE CHART: (FOR F.B.C. ALLOWABLE VELOCITIES)
PUMP RETURN SUCTION BRANCH
RATE 10'/SEC. 8'/SEC. 6'/SEC.
(GPM)
20-62 2" 2" 211
63-83 211 2" 2%2"
84-89 2" 2%2"2Y211
90-104 2" 2%211 311
105-119 2% 2%2" 3"
120-138 2%2" 3" 3"
139-150 2%211 311
.... ... 4"
t
L/ '�TYP:.---------------------
I
m I
I
OPTIONAL MAIN DRAINS TO BE
DUAL- MAIN SUCTION OUTLETS
OR ONE CHANNEL DRAIN IF USED
Min. ( I
POOL SIZE AND SHAPE PER BRANCH PIPING FOR
OPTIONAL POOL DESIGNS DUAL DRAINS ONLY
I
STAIR ACCESS AT SHALLOW END
10" MIN. TREADS AND 12" I I
MAXIMUM UNIFORM RISERS I
Izl
OPTIONAL 4th WALL RETURN I 191
(WITH 1 PER 300 S,F. MIN.) I 01
z
10
PROVIDE LADDER, STEPS, BENCH
OR SWIMOUT FOR ENTRY/EXIT
WHEN 5' OR DEEPER I I
y y
TYPICAL PLUMBING? SCHEMATIC
(N.T.S.)
Date 8-27-2015
Project No. 50343
Michael L. Shannon, P.E.
License No. 67896
2 Z-1 - I.
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
I
DATE
RECORD COPY
1 - 1 8 2 5
...
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
s f
LICENSE"r0 PROCEED WITH THE WORK AND NOT ASG'AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THETECHNICAL
CSANFORD
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTERREQUIRING
I'
A CORRECTION OF ERRORS IN PLANS,z��
i I _.
CONSTRUCTION OR VIOLATIONS OF THIS CODE
i.. ti
l
, Ri .E1u't t,
i
Sheet
j
f �
for
i
SKIMMER DETAIL
(N.T.S.)
4" MIN.
WATER _
LEVEL —
.L
SA VI LIGHT
POLYMER WALL
PANEL
14"
1"0 PIPE CONDUIT TO
`DECK JUNCTION BOX
r/
SA VI LIGHT
\_ 2 "N SCH. 40 PO WER CORD
PVC SLEEVE
SP 10-22 WALL FITTING
INSTALLED INSIDE SLEEVE
SAVI LIGHT DETAIL
(N.T.S.)
PLAIN CONCRETE PAD
SIZED FOR EQUIPMENT
(2,500 P.S.I. S/2" Thick)
3 -WAY
CHLORINE FEEDER VALVE
OR GENERATOR -
PER CONTRACTOR POOL (TYP.)
0!, "
RETURN
CHECK VALVE OPTIONAL FLOOR
_ _ _ _ _� CLEANING, DECK JETS ORI ,' j
War o 060001 \ WATER FALL RETURN -
Iuuuuu o o o o uouuo�L (SUBMIT DETAILS TO
00000 OPTIONAL 0000U� BUILDING DEP!.)
.r—_—_____ .1
00000 HEATER 00006 U
lououu 00000_—
ouoou
Loon. � o 0 0 o OUOOU CARTRIDGE FILTER SIZED
FOR FILTRATION'FLOW RATE
AT 0.375 G.P.M./S. F. , -
.
PREPARED FOR.-
SHOWCASE
OR.SHOWCASE POOLS & SFAS
4404 N.W. 13th Street
Gainsville, Florida 32609
(352) 375-7800
TYPICAL WALL SECTION
PREPARED BY
CREST ENGINEERING
of Sarasota, LLC
3402 Magic Oak Lane, Sarasota, Florida 34232
Ph -.(94-1)377-881,1 Fx: (941) 378-88'11
Email: inshannon c@crestfl.corn
Florida Certificate of Authorization No. 26100
SINGLE PUMP EQUIPMENT SCHEMATIC
r
SUCTION
` POOL SKIMAIER
17 SSUCTION
(N.T.S.)
J
ALL CORNERS
ARE 90' MIN.
W/ 2" R. MIN,
SURFACE SKIMMER
WITH VENTURI RETURN
(1 PER 800 S.F.)
NOTES:
1. THESE PLANS ARE APPLICABLE TO RESIDENTIAL SWIMMING POOLS OF LESS THAN 108,000 GALLONS
AND 150 G.P.M. PUMP RATE.
2. DESIGN CRITERIA: 2014 FLORIDA BUILDING CODE, ANSI/APSP-5, ANSI/APSP-7, & ANSI/APSP/ICC-15.
3. SAFETY BARRIERS FOR THE POOL SHALL BE PROVIDED IN ACCORDANCE WITH F.B.C. RESIDENTIAL
SECTION R4101.17 INCLUDING WINDOW AND DOOR ALARMS IF APPLICABLE.
4. ALL SUCTION OUTLET COVERS/GRATES AND FASTENERS SHALL COMPLY WITH LATEST ASME/ANSI
112.19.8.
5. DUAL MAIN SUCTION COVERS SHALL EACH BE RATED FOR 100% OF THE SYSTEM FLOW RATE AND MAY
BE FLOOR OR WALL MOUNTED. UTILIZE THE MANUFACTURER'S RECOMMENDED SUMP OR FIELD BUILT
SUMPS PER ASME/ANSI 112.19.8 -LATEST ED. (FIG. 2).
6. UNBLOCKABLE CHANNEL DRAINS MUST UTILIZE THE MANUFACTURER'S RECOMMENDED SUMP UNDER
THE COVER.
7. CONSTRUCT POOL ON EXISTING SOIL WITH A 550 P.S.F. MINIMUM BEARING CAPACITY. CONTACT THE
ENGINEER SHOULD ANY MARL, MUCK, ORGANIC OR UNSUITABLE MATERIAL BE ENCOUNTERED IN THE
POOL EXCAVATION FOR SOIL CORRECTION RECOMMENDATIONS.
8. THE LOCAL GROUND WATER TABLE SHALL BE MAINTAINED BELOW THE POOL STRUCTURE DURING
CONSTRUCTION AND ANY TIME THE POOL WATER IS EMPTY FOR MAINTENANCE.
9. ALL CONCRETE TO BE 2,500 PSI MIN, COMPRESSIVE STRENGTH AT 28 DAYS.
10. POOL PIPING SHALL BE SCH. 40 PVC NSF -PW APPROVED. ALL PIPING, VALVES, EQUIPMENT AND
MATERIALS USED SHALL CONFORM TO THE F.B.C., PLUMBING.
11. CHLORINATING AND/OR DISINFECTANT EQUIPMENT SHALL COMPLY WITH THE LATEST ANSI/NSF-50.
12. PUMPS SHALL BE 3 H.P. OR LESS AND COMPLY WITH ANSI/UL 1081. PUMPS EQUAL TO OR EXCEEDING 1
H.P. SHALL BE TWO SPEED MINIMUM WITH THE RECIRCULATION RATE MET A LOW SPEED OF AT LEAST
THAT OF THE MAXIMUM PUMP SPEED.
13. ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE 2014 FLORIDA
BUILDING CODE AND N.F.P.A. 70 ARTICLE 680 NATIONAL ELECTRIC CODE (LATEST EDITION). PROVIDE
BONDING OF ALL EQUIPMENT, HANDRAILS, LIGHTS AND METALLIC FIXTURES WITHIN 5' OF THE POOL
WATER.
14. HEAT PUMPS SHALL COMPLY WITH THE LATEST UL 559. ELECTRIC HEATERS SHALL COMPLY WITH UL
1261. ANY GAS PIPING SHALL COMPLY WITH F.B.C., FUEL GAS. GAS HEATERS SHALL COMPLY WITH
LATEST ANSI -Z21.56.
15. ONE MEANS OF EXIT FROM THE DEEP END CONSISTING OF A LADDER, BENCH, UNDERWATER SEAT OR
SWIMOUT SHALL BE PROVIDED IF WATER DEPTH 5' OR GREATER. PROVIDE TWO MEANS OF EXIT FOR
POOLS WIDER THAN 36'.
16. UNDERWATER SEATS, BENCHES, AND SWIMOUTS SHALL BE A MAXIMUM OF 20" BELOW THE WATERLINE.
17. THIS POOL DOES NOT PROVIDE A MINIMUM DIVING WATER ENVELOPE. NO DIVING EQUIPMENT IS
ALLOWED.
18. POOL PLUMBING PIPE SIZES SHALL BE PROVIDED AS LISTED BELOW BASED ON CONTRACTORS
CALCULATED MAXIMUM PUMP FLOW RATE:
PIPE SIZE CHART: (FOR F.B.C. ALLOWABLE VELOCITIES)
PUMP RETURN SUCTION BRANCH
RATE 10'/SEC. 8'/SEC. 6'/SEC.
(GPM)
20-62 2" 2" 211
63-83 211 2" 2%2"
84-89 2" 2%2"2Y211
90-104 2" 2%211 311
105-119 2% 2%2" 3"
120-138 2%2" 3" 3"
139-150 2%211 311
.... ... 4"
t
L/ '�TYP:.---------------------
I
m I
I
OPTIONAL MAIN DRAINS TO BE
DUAL- MAIN SUCTION OUTLETS
OR ONE CHANNEL DRAIN IF USED
Min. ( I
POOL SIZE AND SHAPE PER BRANCH PIPING FOR
OPTIONAL POOL DESIGNS DUAL DRAINS ONLY
I
STAIR ACCESS AT SHALLOW END
10" MIN. TREADS AND 12" I I
MAXIMUM UNIFORM RISERS I
Izl
OPTIONAL 4th WALL RETURN I 191
(WITH 1 PER 300 S,F. MIN.) I 01
z
10
PROVIDE LADDER, STEPS, BENCH
OR SWIMOUT FOR ENTRY/EXIT
WHEN 5' OR DEEPER I I
y y
TYPICAL PLUMBING? SCHEMATIC
(N.T.S.)
Date 8-27-2015
Project No. 50343
Michael L. Shannon, P.E.
License No. 67896
2 Z-1 - I.
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
I
DATE
RECORD COPY
RESIDENTIAL VINYL LINER SWIMMING POOLS
of 1
1 - 1 8 2 5
a&NFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE"r0 PROCEED WITH THE WORK AND NOT ASG'AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THETECHNICAL
CSANFORD
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTERREQUIRING
A CORRECTION OF ERRORS IN PLANS,z��
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Sheet
STANDARD DETAIL
for
1
RESIDENTIAL VINYL LINER SWIMMING POOLS
of 1