HomeMy WebLinkAbout625 Sarita St (4)RECEIVED
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 fY�tY1�i ;�C�, - t'1� _ Square Footage:
•.•••........ •..••••....••••.••...-1..••.••.•••. ................. .•.•.••.••••.••••..•.•••••...................
••.••••••••
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Permit'1'ype: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Allan ❑ 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 Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential ❑ Commercial ❑
Commercial ❑ Industrial ❑ Occupancy Use Group(s):
# of Stories: # of Dwelling Units: Flood :Gone: _______ (FIEMA form required)
............................4.0.............0...... .. ......... ...........
................... .. .............. ff.\...... •
,
'P-* �ij 0 2�nV)e L F
Property Owner: 1), l) (•A
�GQ, ���y1 �(✓�
t 1 e OPV \\('R �
Contractor: r
Address' C -�)Dln
< ''s'C .
Address: J �-
�ti1ngxr-,Qr Ci__
Phone: E-mail:
�r ,
Phone: __)_6IL%<<_ State License Number: 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-) Cd
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 WESSON
MY COMMISSION # DD 589685
',V-A--",--- EXPEES: August 28, 2010
Dondsd rhru Notary Public Underwriters
Contractor/Agent is Persona ly Known to Me or
Produced 10
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NO STEEL_ REQUIRED)
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q ,, ,� APPROX. GALLONS
(NOTE: A5 PER N.E.C. AND LOCAL GOOFS)
LENGTH x WIDTH x AVERAGE
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BOTTOM DRAIN 1.
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DEPTH x
(2 -REQUIRED) Ds+Dd
(APPRX. GAL. = LW ( 2 ) �.S
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TYPICAL WIRING DIAGRAM
SWIM -OUT SECTION
-
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SGAL_E = N/A.
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TYPICALP Loo
00 SHELL
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SCALE N/A
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FILTER PUMP
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SUCTION
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TO POOL SIDE
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PRESSURE
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SIDE
WAT
COPING,
LINE O
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DISTANCE LESS
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OR STEP
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MAIN
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SFE NOTE (A4B) EXISTING
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SKIMMER DRAIN
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STRUCTURE :
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. WATER
LEVEL
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ca
ADJUSTABLE
VALVE
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ZI m m
F rnE 4 F. toU 0-0- 0
a
MIN.
TREAD
NO LIMITATIONS ON.
DEPTH TO FLOOR
1. O.BE .
BONDING GRID MATERIAL T *3 OR LARGER REBAR
TIED IN PLACE A MINIMUM OF 12 O.C_ OR 6x6x10 W.W.M.
TYPICAL PLUMBING DIAGRAM
S T EPS SECTION _ SCALE N/A
:ADDITIONAL REQUIREMENTS
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'-611,
GROUND CLEARANCE.
N 1<
THEN A LETTER FROM MOLYET ENGINEERING
LLC, 109,0 1-. INDUSTRIAL DRIVE SUITE W,
�
3. "BONDING GRID TO BE 13ONDED TO MS GROUND WIRE.
W
I�
SECURE INS:_CT SCREEN (3/8" OPENING)
L i ry� �*-� Q Q
PERMIT # V -� 1 a TO OPEN END OF VENT WITH
STAINLESS STEEL CLAMP
ORANGE CITY, FLORIDA 32763 P.E. 041509
/' IS U
REQUIRED.
4. PER NEC680.26(C)
J
DATEG�SA1.111FORD
./���"DOUBLE 90 TEE PVC ARRANGEMENT
B. ONLY APPLIES TO I STORY STRUCTURES.
z
STRUCTURES IN EXCESS OF 1 STORY REQUIRE
I AL BONDING GRID
w
PATI T ALL EXPOSED PVC PIPING
T ' �• A LETTER FROM MOLYET ENGINEERING
SGAL E : N/A
_ WITH AN UV -INHIBITOR PAINT
LLC, 10900E INDUSTRIAL DRIVE SUITE W,
„
LABEL VENT: POOL SAFETY
3 �
ORANGE CITY, FLORIDA 2"163 P.E. 41509.
(n ..
DEVICE (DO NOT DANDLE)" x
AMERICAN NATIONAL STANDARDS INSTITUTE
�
DETAIL NOTES
ANSI/NSPI - 3 1999 PERMANENTLY INSTALLED
RESIDENTIAL SPAS
(2) MAIN DRAIN OUTLETS WITH APPROVED
SHORINGx REQUIRED P03T EXCAVATION
. .
ANIT VORTEX. DRAIN COVER
PRIOR TO APPLICATION OF SHOTCRETE/GUNITE_
THE CONTRACTOR MUST PLACE ALL STEEL IN
ANSI/NS I - 5-03 STANDARD FOR S
P ND RD R RE IDENTIAL
In O
1 1/2" (MIN.) PVC PIPING EXTEN61ON "
- / ,__ 11/2 (MIN.) F'VG PIPING EXTENDED
-POOL Si-. L. _.
TO (2 AIN. N UTI
11
THE POOL WALL AT ND MORE THAN 6 INCHES ''
_. ,> ._ .. _ ,..
_ __ _-a '
.. /-�
I
INC OU SWIMMING
N Z
-T•,. _�
DF!, a... . •, _,;
«) _, TO (2) DraAIN OU I LE I
c SHAPE AND , ..
ROT ,-•'. =_ f
Url c.>=N I >=, ih 5OTP i :� �T,OtvS IN T i +E - u•
� �, -• .^ :•
..O �1..
d
a
UNLESS SECOND DRAIN DESIGN VARIE. , 4i
CRITICAL AREA. THIS STEEL SHALL EXT END -
18 INTO COVE/BOTTOM. THE POOL SHELL
Q
15 LOCATED IN DIFFERENT �/
WALL SHA! L BF CONST�UGTED AT 6 TH1cKNE55.
AMERICAN NATIONAL STANDARDS INSTITUTE
PHYSICAL PLANE
'I
STEEL MAT AND SHELL'WALL. SHALL BE EXTENDED 211x4" 241' D.C. +
AM S
AMERICAN SOCIETY OF MECHANICAL ENGINEER
MIN.
ALONG THE CRITICAL AREA AND TO A POINT '
WHICH 15 GREATER THAN THE MINIMUM REQUIRED
DISTANCE AS DETERMINED BY THE l ON I + 1 RULE.
2005 ''NATIONAL ELECTRICAL CODE
c/
1 6 MIN,
la al I "1 BATTEN
of
BOARD
rJ
2004 FLORIDA RESIDENTIAL CODE
q
J �
PLYWOOD
SECTION R4101.6
OR STEELTEX
0
_ X
STAKES SOIL
APPLICABLE CODES AND ORDINANCES
..
^^
n u n O d 30'-O" MAX '4 16'-011 MIN. UNDERWATER
LOCATE 1 1/2"XI 1/2"XI 1/2 PVC TEE
POOL
_ EXCAVATION.
_
�5
WITHIN 311 OF MAIN DRAIN POT--�_� LENGTH OF ATMOSPHERIC VENT PIPING
DO NOT CONNECT PIPE EXCEPTi
I. I
SHELL NOTE.,...
S
POOL MUST MEET CODE SETBACK REQUIREMENTS.
Z1.
_o
WHERE INDICATED WITH 'IT"' 1 1/2 PVi C PIPING EXTENDED .
TO
2. COMPACTION TEST IS, NOT REQUIRED. EXCEPT WHEN POOL
L) . .
11 RESPFi.TIVE PUMP
AND L CONNECTORS -
THIS FORMING METHOD _o
-
ONLY APPLIES WHEN �
IS PLACED ON FILL. (COMPACTION SHALL B S5ro O F
O
Z
2
SHORING 15 REQUIRED .
SOIL DENSITY)
U
FOR ANGLE OF REPOSE
rNOM1NAL)
3. REINFORCING STEEL BARS - ASTM 4 A305 -50T
- c
VIOLATION
.415-58T
O N
-
4 ALL REINFORCING ` BARS,
R B R , PODL METAL DECK .EQUIPMENT
TO BE GROUNDED.
o U.
-
CI) 0- J
I,
DUAL MAIN DRAIN ATMOSPHERIC VENT(PREF�hRED GOOD FOR POOL/SPA
TYPICAL WALE: AND FLOOR WITHIN ANGLE OF REPOSE -
5. WALLS 4 FLOOR - PNEUMATICALLY PLACED O MACHIN E
SCALE: 1/2° =1_o,l
SCALE: N/A
MIXED CONCRETE. (GRADE A, 2500 P.5.1. 28 DAYS
ENGINEER NOTES:
r .,.
,
'.
'i WALLS -4 FLOOR: ! II THICK (MIN.
1. GONG. FILL ALL BLOCK CELLS
_. .
'.,
_
A = 8"' NOM, FOR BOND BEAM OR JUNCTION
II
6. 3 1/2 TNICfC CONCRETE DECKING AROUNL7 POOL TO BE
ICerMy Thatihlaw ftayktied these
Plans And Thoy Con:orm To:
2. GONG. TO 8E 3000. P.S.I. g 28 DAYS
to" NOM. FOR BASKET WEAVE BOX
REINFORCED WITH 6x6 WELDED WIRE MESH AND/OR
Ch*.r 18 of
F y
-m-
:.,
GONG, FILLED H -BLOCK WALL SYTI=M
M5 ,'APOVE 3. FOOTING AND WALL HEIGHT MAY BE STEPPED TO ADJUST FOR
I'
A
_ z
CANTILEVER DECK,,
II
FIBER. MESH AND/OR #3 REBAR (MIN.) AT 24 D.C.,
Chaplar R301 of tha 21M4 Fludda
Rnsdanlilcadn
Dasig"cdlada:
W/ (1) CONT.
GRADE WHERE WALL.HEIGHT OR FOOTING ELEVATION 15
�,
TILE F
• S
EE PUMP FILTER. DATA SHEET FOR HYDRAULIC REQ.
BaaicwindSpaed 12gmpn
II STEPPED CONT. HORIz. REINF. MUST BE.STEPPED.
10 HOOK EA_ WAY EA:
_
WATER -
�EVEL -
.�
S: ANY VARIATION OF STANDARD POOL CRITERIA MUST BE
ulama Factor 3
BuIIdF,yCakyory
FULL HEIGHT VERT. RINF_
4. WEIGHT OF A55UMED SOIL BACKFILL 1S 100 PCF AND EQUIVALENT
ACCOMPANIED BY LETTER FROM A LIC G
R R EN ED ENGINEER.
Wnd Egowra B
11 FLUID PRESSURE 1S 45 PCF. THERE IS NO .SURCHARGE AND '
4 CONC. PAF,)
!
Z I GRADE
.
9. CONSTRUCTION MUS
N T ADHERE TO FLORIDA RESIDENTIAL
ImamalPaswraGwflkJw,t IPU.,, .
KW �QW onit6cwddilly
w II N W MAXIMUM SOIL BEARING PRESSURE IS 1500 PSF.
. -..- - - - _ _ ,. /6 X6 10. .1`1. _. •�' "�. ';, '. ..
------
,. +.
1 (2)'M3 CONT.
_
-.
CODE SECTG(ON R4101.i REGARDING BARRIER. REQ.
DorJpn Proaauro +25.81-:34.7
Garay, Deur
I �1 I STUCCO 5 VERTICAL #5 BAR REINF_ C.C.'SPACING:
O
r, I (3O � MIN. LAP)
.
ad n
D g Proaauro
1�
I x
8 8 CONI EDGE q VENFFR WALL I IE1GHr SPACING of VERT. R>r1NF.
.,
i
10, ALL POOLS EXCEEDING 8' OF DEPTH WILL: REQUIRE
No Q1tKr Ca ffi e, ono
- - - - - -. - - _ IL - W/ f ll "5 CONT, (H) , . (SEE NOTE 1)
z
SUPPLEMENTAL ENGINEERING
Aro Vntndalmpfiad
,r
. I I �• 11 n 11, . ..I ,. 3'-'t'I. '- 54 a.G.
-- S x£� x16 C.M.U. ,WALL 41-0" 48" O.G.
...' n..
3 1/2 CONCRETE SLAB
- ., _ _
_
- I
-
Blytl A M,dynl F.E/'
Moiyol Engincarr,17 LLC -.
1050 E. Indus Dr., slg w
FILLED W/ CONIC. j .'. , _.
4 -8 . 481 O.C.
II II
'. II II _
W/ 6"x6" 10/10 WWM AND/7R
- - '
...
I PLUMBING. LINES
- ..
_ -
ir% OV V�..J.� BOARDS Ok � St�o4� {-29.
:Drorryn Gly, F 2783 _
CE pU41�Aulho"t�000.9?.g5
:
1 1 � 5 -4 40 O.C.
FIBERMESH (OPT.)
*- I
,.H0
`�'
G
DURO-WALL NORIZ. REINF, 6 -O 40 O.G.
•
ORS. JOINT - I I � II 11
1 6-8 32 O.C. '
GRADE VARIES
111 I
Q
0 0 0 OAMC)ALTERNATE:
2. �U-
APPLIES
U S TO O�� O ��pp SPAS
1 � � � POOL �U���J�AO
vqI Nroulefiaisad
oa brd SQWd kt Btw Ina
�
�
CONG. FOOTING SIZE AND REINFORCEMENT
'FOOTING
o
LIGHT
U-
WALL FOOTING WALL CONTINUOUS
_ z
=
13. 'SYSTEM IS DESIGNED AND TESTED AT roO GAL./MIN.,
z I I I HEIGHT WIDTH DEPTH LOCATION 5 REBARS
I
_4 3/4 CONDUIT
DATE:
N I (HJ (W) (D) (R)
5 BAR W/25 LAP R
FS"
I
6 FEET PER SECOND.
March 21, '2001
II
4 101 HOOK IN FTG. (R� BI -411 20 8 6 2
i .� K I --_ II c
Il II
24 .811 6" 2
lU "5 STEEL BAR OR (2J
3 STEEL BARS GOVT.
"
03 REBAR s 12.' O.G. EA. WAY
INTERIOR (LAP 3O O MIN.) TYP. FOR
14. THESE PLANS MAY BE USED FOR MASTER FILE PURPOSES.
DRAWN 5Y:
T.S.B.
= I I GONG. FOOTING . 41-8" 24° 1011 b" 3
I I ----_ I
COATING WALLS AND FLOOR,
15. THIS DESIGN HAS BEEN TESTED TO BE IN COMPLIANCE
Il:bl AM
N -� II
5 -4 24" : 10" 6 3
-,--- � - n n I,
61-01128 12 8 3
1
WITH FLORIDA RESIDENTIAL, CODE SECTION 84101.6.6.3
11.2.4
SoFtPia" Li,.e
_
( : „ „ „ '. ....-
6 -8 28. 12 8 3
- - - '..
/ -
II
MAXIMUM VACUUM DOES NOT EXCEED 4 1/2 OF MERCURY
- Swimmir,� Pool
NOTE. 1. ALTERNATE VFR. REINF. BARS MAY BE TERMINATED AT TWO-THIRDS
i•
AND IS RELEASED IN LESS THAN 3 SECONDS,
ALL REINFORCING STEEL (2/3) of WALL HEIGHT.
(W) •i
�- - -
l� THIS ENGINEERING EXPIRES ON �.4�� OR UNITL
TO SE' MM. GRADE ro0 WIDTH
SHEET No:
8. CONC, FILLED CELLS AND. REINF. IN WALL SYSTEM ABOVE SLAC=
SUPERCEEDED BY NEW CODE, WHICHEVER OCCURS 'FIRST.
AND STEM WALL MAY• VARY FROM STEMWALL REINF.
Pm1
TALL STEM WALL ui:TAIL 40 AND OVER }
SCALE- 1/Z _ l o
:
TURNED EDGE. tl 1 1.
SCALE- i/2 a , -0
SECTION DETAIL scALE: ,/2
GENERAL NOTES
-