828 NE 99 St (10)POOL DATA & EQUIPMENT
SIZE & DEPTH
30` X 15` / 3` -6" TO 5` -6"
CAP. POOL / SPA
15,325 GALS.
PERIMETER / AREA
107 LN.FT. / 504 SQ.FT.
PUMP *
2,0 HP., 230 V, 1 PHASE
FILTER *
CARTRIDGE 175 sq.ft.
TILE
6" THRUOUT
TYPE OF DECK
CONCRETE
EXIT RAILINGS
N/A
COPING
CONC. BRICK BULLNOSE
POOL TURNOVER
6.0 HRS.
SPA TURNOVER
N/A
42."
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POOL SITE PLAN
JOB ADDRESS:
828 NE. 97 STREET
MIAMI SHORES, FL.
LEGAL DESCRIPTION
YI/P SAW
75•o 2
1/1 T T
This property described as:
Lot 11, and the East 25 feet of
Lot 12, Block 74
MIAMI SHORES SECTION NO. 3,
according_to__the ..Plat__ _
thereof, as recorded in
Plat Book 10, Page 37
of the Public Records of
Miami-Dade County, Florida.
SC : 1" = 10' -0"
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LOCATION PLAN
4t.
- �. 17 5'(M)
• 1 415 'I4
NOTE: BARRIER
PROVIDE SAFETY POOL COVER TO COMPLY WITH
SECTION 424.2.17 OF THE FLORIDA BUILDING
CODE OR WITH BARRIER REQUIREMENTS OF SEC.
8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE
SOIL STATEMENT
BY VISUAL INSPECTION SOIL CONDITIONS APPEARS
TO BE CLEAN SAND AND ROCK WITH A MINIMUN SOIL
BEARING CAPACITY OF 2,000 PSF.
IF CONDITIONS VARY THE ARCHITECT OR ENGINEER SHALL
BE NOTIFY IMMEDIATELY AND ALL WORK SHALL STOP.
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To ''X2" k PI ue.
1# 5 4 , 60 m T(p,
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pooL
PEEP
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POOL PIPING PLAN sC:1 /4" = 1' -On
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PEEP
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POOL LAYOUT PLAN SC: 1/4"= 1,
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gal 61F•
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, 325 GALS RECIRCULA IN 6.0 HRS.
2.0 HP. PUMP 1 PHASE, 230 V 60 GPM
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I DATE
10/13/Z004
JOB NO M -04 -124 l
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p.o. box 526865,
(305) 362-9554
MIAMI, FL 33152
ARCHITECT: joRGE E. TRILLES
P.O. BOX 526865
FLOTATION ANALYSIS
WATER LEVEL ELEVATION
8.52
POOL DEPTH
5.50
LOW POINT POOL
3.02
FLOOD CRITERIA
5.00
F.C. DEPTH LEVEL
1.98
LESS HYDROVERTICAL
-2.00
HYDROSTATIC UPLIFT
-0.02
WALL THICKNESS
TOP
BOTT.
PLACED CONCRETE
N/A
N/A
GUNITE
5"
7"
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
N/A
-UNITE
7"
w
L.E.VZ
24 --0' MAX.
4 pt
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s4,X
1,
G.. 0-16.
� � R V tie
2 I / P. ol - L t - r
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9s - EJ, .wAY
PUMP PIPING DIAGRAM
11
4
SLAB EDGE DETAIL
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SC: 1 -1/2" = 1' -0"
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ELECTRICAL_ D TAGR AM
ELECTRICAL NOTES:
1. ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE
WITH NEC - NFPA -70 -1996 -680
2. PROVIDE GROUND WIRE SYSTEMS LOOP WITH # 8
COOPER WIRE FOR PC)OL DECK WIRE MESH AND POOL
STRUCTURAL STEEL
3. GROUND ALL BOXES, LITES, MOTORS, LADDERS ETC.
WITH # 8 COPPER WIRE, SEPARATELY POOL PIJMP MOTOR
TO BE LOCATED ABOVE GROUND WITH # 8 GROUND WIRE.
2,, %,/ ck:)4
41 /A <,
7
2 #12 CU. TO 20 AMP, 2 POLE BREAKER (PUMP)
2 #12 CU. TO 20 AMP, 1 POLE BREAKER ( LITES)
1 #8 CU. BOND, 1" COND. TO EXISTING 150 AMP
MAIN HOUSE PANEL
,,>K4 1 ►-1
FOOL.
f3E��
PROVIDE DIF;ERENT
COLOR TILE NON-BLIP
AT UIMOUT E065
MAX 0 04E. To
vE►JT TEE Go NN -T
NO MID
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MAIN DRAIIJ
i 5
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3 -o MIN.
Z 1� i
I' -8"
MAIN DRAIN DETAIL
;III=
SWIMOUT DETAIL
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POOL EQUIPMENT SLAB SC: 1 /2" = 1' -0"
•
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0
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POOL TYP. SECTION sc :1/4" = 1' -0"
SUCTION
L!N1
STEPS DETAIL
(A) RISER HEIGHT MUST BE UNIFORM
(B) t 2" FROM THE: UNi4ORM RISER HEIGHT
(C) CONTRASTING TILES At faOGE:
POOL BOTTOM
c- . E'PE SL.o e, 711
wl - 40 3 , 6 I,o
w,dY
12" 12' 18"
5
MAIN DRAIN WITH
ANTI -VORTIIX (3RATR
16 BG11.IN MINIMUM
("PIN ARRA
0
MAIN DRAIN DETAIL
SKIMMER DETAIL
c N,1
/ pc L
PEG
6" (MIN) CONCRITIS ALL
AROUND DRAIN BUMP
GENERAL NOTES:
VARIES (BEE PLAN)
TYP. WALL SECTION
1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 PSI. AT 23 DAYS.
2. ALL REINFORCED STEEL TO CONFORM TO ASTM 615 GRADE 60.
3, ALL PO01. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO
BE SCHEDULE 80 PVC.
4, FILTER BACKWASH SHALL COMPLY WITH CHAPTER 4 SECTION 424 FLORIDA BUILDING CODE.
5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF BOILS EXCEPT CLEAN SAND OR ROCK
WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY
ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRITY AND THE AREA SHALL BE
BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" THICK LAYERS WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED THE POOL
SHALL BE REDESIGNED FOR PILING.
6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUSIONS TO PROTECT
EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD
IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR THE SAFETY OF
EXISTING STRUCTURE.
7. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN
EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL
SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY.
CONTRACTOR AND /OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM
CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL
REGULATORY AGENCY IN GENERAL HOLD A DISTANCE OF 1 5 FEET FROM OVERHEAD
ELECTRIC UNES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES.
9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER
PRODUCTS SAFETY COMMISSION, W.D.C.
10. MINIMUM 4' -0" HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS.
11. WHRE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE
SHALL BE EMPLOYED. THE WALL SHALL BE IN GOOD CONDITION NOT PERMITTING ANY
SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL.
IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED
OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERY
OWNER WHEN EXCAVATING FOR THE POOL. THE SEAWALL TIEBACKS SHALL NOT BE CUT.
WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION NOTIFY THE ENGINEER FOR
INSTRUCTIONS.
12. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING
SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE
OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL
BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS
BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER.
13. WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE
TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS.
14. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON
THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO
PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
15. THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE
FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THJE
DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF,
THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ALL
APPLICABLE LOCAL CODES AND REGULATIONS.
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Location and legal description of lot to be built on:
Lot 1 .a k.A - n `` Block `I
Street and Number where work is to be done
Disapproved Date
(Signed)
MIAMI SHORES VILLAGE
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
State work to be done and purpose of building (by floors)
Maximum live load to be borne by each floor
Remarks (Signed)
Building Inspector
a v, o,. -ate ,ras PEC - r,oN oEZ=. E• E!J.
Subdivision___ IA a fl? _t _l _l_I:,
(� �, Date
Owner's Name and Address Q M C t o s' S- '-U - ' 1 - fi - - � - ■ "_ _z -- N o Street
Registered Architect and /or Engineer
Name and address of licensed contractor - l - >!�____,�_ <_-
At, �D r +1LC_Q.tl_ s Q -
(.\
and for no other purpose.
o New Building Remodeling ___ Addition Repai No. of S ones TT
To be constructed of �` 3
• ,. s Kind of foundation_ \ —t-6.A.. Roof C Bring_ 1 .4_.� , "` �!_! 4 ")
� -O '
Estimated Total cost of improvements $ 1__ Amount of Permit $ 1 •.'J
4L�. •
Zone cubage required �- rJ (t - Plan Cubage_______ 4_ __
Distance to next nearest building it0 Size of Building Lot l
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractor on work to be performed under this
permit, as are licensed by Miami Shores Village. A • -- \' (
STATE OF FLORIDA,
COUNTY OF DADE. SS.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No. Date Read, Sworn to and Subscribed before me.
Notary Public, State of Florida,
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved
. Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
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1712 S. W. 1st Street
Miami 35,, Florida
Telephones: 9-350$ 06 -4092
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1 HEBE8Y that the atjacbet e reprezeats
a suw0'i : made , under nit djrection acrd is: true' and ..
correct t0 tb• best of ;; k wj an4 teUe
There, are., no �X/(s�17_ °e except as show*.
IM.
According to the Plat thereof as recorded
Public Records of Dade County; Florida.
For . t .gLJt_k ti3lu1i..D
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