625 Sarita St 07-2984 PoolRECEIVED
CITY OF SANFORD PERMrr APPLICATION AU G 16 2007
Application # :---' - "' Submittal Date: _'7m�0 _
CS
Job Address: �C> C.C�� 1 G. cf -i`' " Value of Work $
Parcel ID: 01 -00 •3O -,6c}d - 1000 - D1 Ll0 zoning: Historic District:
Description of Work: 3W t fYNtY1�i aC�, - t'1� _ Square Footage:
•.•••........ •..••••....••••.••...-1..••.••.•••........••'.•••••.•.•.•.••.••••.••••..•.•••••••.••..........••••••.••••••••
I
Permit'1'ype: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alllrrn ❑ Pool Sign ❑
Electrical: New Service — # of AMPS
Mechanical: Residential ❑ Non -Residential ❑
Plumbing/ New Commercial: # or Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy'Cype: Residential
fa
Construction Type:
Addition/Alteration ❑ , Change of Service 11 Temporary Pole ❑
Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential ❑ Commercial C]
Commercial ❑ Industrial ❑ Occupancy Use Group(s):
# of Stories: # of Dwelling Units: Flood :Gone: _______ (FIEMA form required)
............................ 4. 0............. 0...... .. ......... ...........
................... .. .............. ff.\...... •
`PMy-t �ij 0 2�nV)e L F
Property Owner: 1), (AA
�GQ, ���y1 �(✓�
t 1 e O�V \\('R �
Contractor: r
Address' C -�)Dln
< ''s'C .
Address: J �-
�ti1ngxr-,Qr Ci__
Phone: E-mail:
Phone: % � IL%<<_ State License Number:
�r ,
e� �c- U CIOA2
Bonding Company: N I !�)
Mortgage Lender: iQ
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Address:
Phone: Fax:
Phone:
Fax:
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, REAI'ERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing intornation 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE TIES
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WfITI YOUR LENDER OR AN ATTORNEY BEFORE RECORDINO 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 tederat agcncics,
Ac •eptance of per i c for t I will noCfy the owner of the property, 6f e ifquire nods oITIVda Lien Law, 7l3. 6
e5ig�na ut re of Owner/A * to Signature of Contractor/Agent Date
Pc (•r lAe_ CUFF �.c-�� 0(T('rL-) d
Print Owner/Agent's Nam Print ContractodAgent's Name
== 0.z � � 1o� �---� I ,� � c� I � to
APPROVALS: ZONING: �/ !0 U� UTIL:
Special Conditions:
Rev 07.07
FD:
ti�iY e JES5ICA WI:SSON
MY COMMISSION # DD 589685
V•. 4,° EXPEES: August 28, 2010
Dondsd rhru Notary Public Underwriters
Contractor/Agent is Persona ly Known to Me or
Produced 10
a
ENG: BLDG:
c7'*
� 11S
f
SWITCH
l-)=NCrtTN fU
' (OPTIONAL) 1=1BFR.
ILLUMINATOR vtT1(;E
U
- fitDECK a o
F/I „ F, O
1 CONDUIT z `4 SKIMMER STEPS •� g a
wo M
TIMER a� a � . w
MAINSI-IEI� - �
LICaH o W¢ w
SWIM -OUT (NON-STRUCTURAL.
O N o 0
CD
NO STEED REQURRI=D) �• . t-- m � ,�; d °�
73
M
LIGHT
PUMP 0. Q
11? ' •'
q APPROX. GA.L.ONS
(NOTE: AS PER N.E.C. AND LOCAL CODES) I-ENGTH x WIDTH x AVERAGE
r=
-
BOTTOM DRAIN
- DEPTH x �.�.-
(2-REQUIRED) Ds+Dd
(APPRX. GAL.. = . LW ( 2 ) �. ®® a _ C'
- rCxs °ec
TYPICAL WIRING DIAGRAM SWIM SECTION
P L
SCALE - N/,4 v y " Q
p
TYPICALP L�oo =ILI
-u
POOL SHELL
\ .'MAX:
\ SCAL-E N/A
\ 7 N C 'p.
FILTER PUMP
SUCTION
- - - - �'
TO POOL SIDE o
cc 0
PRESSURE. DECK,
WAT LINE O DISTANCE LE55 I s
SIDE COPING, 1z. Q
OR STEP z a= �, a L W� V-
lu
THAN I ON I + V,� ��_Elu
SURFACE ac - za 2
MAIN IZ - .�E NOTE 1A45J EXISTINGmg
` w W -ow ai rn f0 v g
Q11
-q W STRUCTURE 2
SKIMMER DRAIN 9 w v
WATER a°a"iow
z LEVEL o
ry�cq x- a
Q =w�o mama',.
ADJUSTABLE mCM
VALVE to IT _ F a E a U o r0 - `o
MIN.
NO LIMITATIONS ON. a-�
TREAD
DEPTH TO FLOOR
i 1. O.BE .
BONDING GRID MATI=RIAL T '�3 OR LARGER REBAR
TIED IN PLACE A MINIMUM OF 12 O.G_ OR 6x6x10 W.W.M.
TYPICAL PLUMBING DIAGRAM S T EPS SECTION :ADDITIONAL REQUIREMENTS
SGAL.E N/A PLACED A MINIMUM OF 3'-0" FROM WATERS EDGE. �
A. IF DISTANCE FROM EDGE OF POOL TO 2. 5ONDING GRID TO SUPPORTED ON CHAIRS W/I 1/2" MIN. (a
EXISTING STRUCTURE 15 LESS THAN 3'-6", GROUND CLEARANCE.
THEN A LETTER FROM MOLYET ENGINEERING
W
LLC, lObO 1-. INDUSTRIAL DRIVE SUITE W, 3. "BONDING GRID TO BE'BONDED TO MS GROUND WIRE. 0
FN1< SECURE INS:_CT SCREEN (3/8" OPENING) ORANGE CITY, FLORIDA 32763 P.E. 041509
L i ry� �*-� Q Q
PERMIT # V �� 1 a 7O OPEN END OF VENT WITH /' IS U 4. PER NEC650.26(C)
J
REQ IRED
C11Y OFSANFORD
DATE
G� STAINLESS STEEL CLAMP
DOUBLE 90 TEE PVC ARRANGEMENT B. ONLY APPLIES TO I STORY STRUCTURES.
� STRUCTURES IN EXCESS OF 1 STORY REQUIRE I AL BONDING GRID SGAL_E : N/A la-�
PAI T ALL EXPOSED PVC PIPING � T ' A LETTER FROM MOLYET ENGINEERING
_ WITH AN UV -INHIBITOR PAINT LLC, IOroO I- INDUSTRIAL DRIVE SUITE W,
„ 3 U) ..
LABEL' VENT: POOL SAFETY ORANGE CITY, FLORIDA 2"163 P.E. 4150S.
DEVICE (DO NOT HANDLE) x AMERICAN NATIONAL STANDARDS INSTITUTE
DETAIL NOTES ANSI/NSPI 3 1999 PERMANENTLY INSTALLED
IN
RESIDENTIAL SPAS
(2) MAIN DRAIN OUTLETS WITH APPROVED SHORING REQUIRED POST EXCAVATION . .
ANIT VORTEX. DRAIN COVER PRIOR TO APPLICATION OF SHOTCRETE/GUNITE_
THE CONTRACTOR MUST PLACE 4LL STEEL IN ANSI/NS I 5-03 STANDARD FOR S In O
P ND RD R RESIDENTIAL
1 1/2" (MIN.) PVC PIPING: EXTEN51ON n N Z
/ 11/2 (MIN.) F'VG PIPING: EXTENDED THE POOL WALL AT NO MORE THAN 6 INCHES '' /-�
TO /-, n� n >a IT1 _T., POOL 51-. LSWIMMING0 ..
TO (2) DraAIN OU t 1_F_ l Url C.>=N I >_, _ ilr l i :: �T,OtvS IN T i +E -
IN .� OU
(SHAPE AND , .. � �, - .^ ,• .. , :. _
u•
a CRITICAL AREA. THIS STEEL SHALL EXTEND. - d.
DE51GN VARIE. , Q
UNLE55 SECOND DRAIN4i 18 INTO COVE/BOTTOM. THE POOL SHELL
WALL SHALL BE CONSTRUCTED AT 6 THICKNESS. AMERICAN NATIONAL STANDARDS INSTITUTE '
IS LOCATED IN DIFFERENT �/ �� .
PHYSICAL PLANE STEEL MAT AND SHELL'WALL•. SHALL BE EXTENDED 2"x4" 24" D.C. + AM S
AMERICAN SOCIETY OF MECHANICAL. ENGINEERS
MIN.
ALONG THE CRITICAL AREA AND TO A POINT '
WHICH 15 GREATER THAN THE MINIMUM REQUIRED
t
DISTANCE AS DETERMINED BY THE l ON I + 1 RULE. 2005 NATIONAL ELECTRICAL CODE c/
1 6 MIN. I. o .I I "1 BATTEN
BOARD rJ
2004 FLORIDA RESIDENTIAL CODE q
J C
PLYWOOD SECTION R4101.rD
OR STEELTEX
® ..
'STAKES 501E
APPLICABLE CODES AND ORDIN ANCES
„ „ O 30'-0" MAX '4 16'-O" MIN. IINDERWATER POOL
LOCATE 1 1/2"A 1/2 xl 1/2 PVC'TEE
LENGTH OF ATMOSPHERIC VENT PIPING- EXCAVATION.
WITHIN 3" OF MAIN DRAIN
i. POOL MUST MEET CODE SETBACK REQUIREMENTS. Z o
Do NOT CONNECT PIPE EXCEPT SHELL NOTE 0
WHERE' INDICATED WITH 'IT"' 1 1/2 PVi C PIPING EXTENDED . 2. COMPACTION TEST IS NOT REQUIRED. EXCEPT WHEN POOL L)
I. „ TO RESPFi.TIVE PUMP -
AND L CONNECTORS _ THIS FORMING METHOD _ o
- - .IS PLACED ON FILL. (COMPACTION SHALL B S5rr, O O
ONLY APPLIES WHEN
� F Z
SHORING 15 REQUIRED SOIL DENSITY ,, O Q)
FOR ANGLE OF REPOSE
rNoM1NAi_� 3. REINFORCING STEEL BARS - �4STM .A15-58T A305-58T -
U c
VIOLATION O N
- 4 ALL REINFORCING BARS, OO � M C O 0.
R R , P L METAL DECK EQUIPMENT -
s. TO BE GROUNDED. -I
5. WALLS 4 FLOOR PNEUMATICAL Y ACED O C
DUAL MAIN DRAIN ATMOSPHERIC VENT(PREF�h RED GOOD FOR POOL/SPA ScAL_E. 1/2" = TYPICAL WALE: AND. FLOOR WITHIN ANG O E S L PL R MA HIT�IE
) ANGLE F REPOSE O. S, E CAL_E N/A
MIXED CONCRETE. (GRADE A, 2500 P.5.1_ 28 DAYS
ENGINEER NOTES: II
WALLS 4 FLOOR:` ro THICK (MIN.)
. _ .. . 1 certify Thar i Maw ftaHeHed these
1. GONG. FILL ALL BLOCK CELLS
' A = 8" NOM. FOR BOND BEAM DR JUNCTION � n Pian:.tndmerrontwrnT":
_ Chapter 1s of tha 2004
6. 3 1/2 THICfC CONCRETE DECKING AROUNL7 POOL TO BE
to" NOM. FOR BASKET WEAVE BOX FlnrideBuddiin cad.
z. SONG. TO BE 3000. P.3.1. g za DAYS
REINFORCED WITH lox& WELDED WIRE MESH AND/OR
g
-m-
. I - , 1 r . Chaplar R301 of tha 2tM1 Florida
CONC. FILLED H-BLOCK -WALL SYTEM A fi R.sid.niinlcad.
3. FOOTING AND WALL HEIGHT MAY BE STEPPED TO ADJUST FOR I. z F1BER. MESH AND/OR #3 REBAR (MIN. AT 24 O.C. Design cdtar a:
W/ (1) M5 CONT. , ABOVE CANTILEVER DECK,,
GRADE WHERE WALL.HEIGHT OR FOOTING ELEVATION 15 F S' Ba.lawindSpead 120nVh
TILE _ .� EE PUMP FILTER. DATA SHEET FOR HYDRAULIC REQ.
STEPPED CONT. HORIZ. REINF. MUST BE STEPPED. WATER _ Wind�mpon&r,Faux 1
10 HOOK EA_ WAY w EA: EV L
L E S: ANY VARIATION OF STANDARD POOL CRITERIA MUST BE Building CeNgary
FULL HEIGHT .VERT. RFINF_
4: WEIGHT OF A55UMED SOIL B.4CKFILI- IS 100 PCP AND EQUIVALENT ACCOMPANIED BY LETTERFROM A LIG G In Egawra B
R EN ED ENGINEER. Int.malPaswraCwflkJw,1 rF o.,E .
rt FLUID PRESSURE 1S 45 PCF. THERE IS NO .SURCHARGE AND
4 _CONIC. PAp z I GRADE �. CONSTRUCTION MUST canrnarontaacladdhg
W ,I N W _ MAXIMUM SOIL BEARING PRESSURE IS 1500 PSF. N T ADHERE TO 'FLORIDA RESIDENTIAL
-- - - - - = _ /6 x6 10. W.W.M. ._' '�. ;, � I (2) M3 CONT.. B.rJgnPr.awr. «zs.eti34.7
Garaya Dour
_ CODE SECTG(ON R4101.1 REGARDING BARRIER-REQ. n
STUCCO 5 VERTICAL #5 BAR REINF_ C.C.'SPACING:
I x O - r, I (30� MIN. LAP)
B 0 Pr.aauro
1 1 CONC. EDGE II VENEER WALL HEIGHT SPACING OF VERT. REINF. : i 10, ALL POOLS EXCEEDING 8' OF DEPTH WILL' REQUIRE Na CtltKr Ca ffi e, ona
I1 I W/ I ll 5 CONT, (H) .BEE NOTE 1) _ z !tro Vntnd a lmpfxrd
SUPPLEMENTAL ENGINEERING.
- - - - --F - - - - - - - -L - _
3'-4" 54" O.G.
�. Ir �t tl I � /
.- � Bdy�t Eng�r�.rr, LLC..
-- a xY xl6 C.M.U. WALL 4'- tt 4 n 3 I/2" CONCRETE SLAB = 105 E. mdn. or., st w
a a a G co I tAar,gn C F 2783
FILLED W/ CONIC. j -all n W/ 6"x6" 10/10 WWM AND/.7R PLUMBING LINES _ PEaa1 3
1 1 I 4 a 4a O.C. I 1 L O D BOARDS 0 ndmam000saF,
. HO DUVHG BOARDS OR S UDE9.
5'-4" 40" O.C. FIBERMESH lCF'TJ +- I '
7�
Dole
V Nraat a Reisad
NORIZ. REINF,
+--, I 6 O 40 O.G. GRADE VARIES � I qI
.. . ! - � .. .a lord S;bnml kt Brw Ink
APPLIES O o0 O AND )
� I I I I _ � ALTERNATE: cRS. JOINT -2. �� ���� ����� ��� SPAS
� I � 6-8' 32 O.C.00. Q
t-
Q OCONG. FOOTING SIZE AND REINFORCEMENT 00 U
Y LIGHT
WALL 'FOOTING FOOTING WALL CONTINUOUS =
_ z 13. 'SYSTEM IS DESIGNED AND TESTED AT ra0 G.AL./MIN.,
z I I I HEIGHT WIDTH DEPTH LOCATION 5 REBARS _4 3/4 CONDUIT DATE:
N t I (H) (W) (D) O FS
5 BAR W/25 LAP n n R I " I rp FEET PER SECOND. March 21, '2001
cv I I Q 1/1 4 10' HOOK IN FTC. (R� 3-4 20 8 6 2 *3 RE g 12. O.G. EA.
'WAY PRAWN BY:
!� I it c
24 g" 6" 2 lU "5 STEEL BAR OR (2) (LAP 30 O MIN.) TYP. FOR 14. THESE PLANS MAY BE USED FOR MASTER FILE PURPOSES_
4O
rl 1 INTERIOR T.S.B.
3 STEEL BARS CONT,
= I I CONC. FOOTING 4'-S" 24" loll loll 3 COATING WALLS AND FLOOR, .
�----- I t� n _ 15. THIS DESIGN HAS BEEN .TESTED' TO BE IN COMPLIANCE. tl:al AM
5 -4 24" : loll 6 3 I B.2.4
„ n n „ WITH FLOfizIDA RESIDENTIAL CODE SECTION R4101.6.6.3 SoFtPlan Lil.e
.6 0 28 12 S 3
Q - . . i n „ „ n II - Swimmir,� Pool
u> . 6 -S 2a. la 8 3 : /
MAXIMUM VACUUM DOES NOT. EXCEED 4 1/2 OF MERCURY
Q
NOTE. -1. ALTERNATE VER. REINF. BARS MAY BE TERMINATED AT TWO-THIRDS r AND IS RELEASED IN LESS THAN 3 SECONDS,
ALL. REINFORCING STEEL_. (2/3) of w.aL.L HEIGHT. �
(W) -
•, OR UNITL.
18 THIS ENGINEERING EXPIRES ONE SHEET No:
TO SE' MM. GRADE ro0 , WiDTH
a. CONC. FILLED CELLS AND. REINF. IN WALL SYSTEM ABOVE SLABB
SUPERCEEDED BY NEW CODE; WHICHEVER OCCURS 'FIRST.
AND STEM WALL MAY• VARY FROM STEMWALL REINF.
PWI
J
TALL STEM WALL G►�TAIL 40 AND OVER " r TURNED EDGE. tl r tf SECTION DETAIL II = It
C , } SCAL_E= 1/Z _ , -0 5GA1,E: I/Z a , -0 scAl_E: ,/z o GENERAL NOTE