BPP-05-19-1105, 1234 NE 94th St (2)Pp
Miami Shores Village
,62o19
Building Department.__ �^
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
BUILDING Master Permit No
PERMIT APPLICATION Sub Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING N REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: , SA -
City:
Miami Shores
County: Miami Dade Zip: 33 ) -3 a
Folio/Parcel#: 11 ' J ` O Q` -1 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type:
lt Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Lploo 6�� Phone#:
Ad
City: 1 State:Zip: �7 J
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Ty-&i2j- l ` o�
Address:
�26 5 5 ),�_ :1&,)1Y%Q--
Q
City: l�M`' State:
Qualifier Name: L' (_V)(40 (Q YY)IDCCk,�
State Certification or Registration #: 6_VC i
Phone#: OS 4 L� - 1 �s C1
Zip: -5 I
one#:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 0 - OLD Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 2fiN ' S� �i/� "� P�Q I ��;1�bV1 ► �"
� � 4 f
SOfaf color of colorl►ru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ TJ Q
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
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 the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
insaection will not be aooroved and a reinsaection fee will be charged.
Signature If I'm IT" IIL-
OWNER or AGENT
The foregoing instrument was acknowledged before me this
LAI., day of k 20 CI by
MCA 606&L (�� who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sig :
Print: .1%,;"_._ ANA 111PIATH I IT
Seal:
Sig nature nQ,n� J OJ c� - S
ONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20 f ' by
n� who is personally known to
►V1
me or who has produced �._��. �fJ_ as
identification and who did take an oath.
NOTARY PUBLIC:
Sig%
Print:
MY COMMISSION I GG 345033 i Seal:
EXPIRES: April 23, 2023 {!
ouded TW NoWv PtMUndVmft$
MY CGM."1SSION # GG 345033
EYFIRES:k rit 23, 2023
Bonded Tlw Nobvy Pudic UndetNWS
APPROVED BY Plans Examiner Zoning
49 Structural Review Clerk
(Revised02/24/2014)/ V
COPING
NGVD
8.67'
F.C.E
POOL
WALLS//SINGLE
MAT #4 @ 6" O.C. NGVD
EACH WAY 8.60'
8" T.O.B
STD HOOK-
24" MIN SPLICE
HELICAL
POOL SECTION B.
(DIVING EQUIPMENT PROHIBITED)
N.T.S.
COPING
STD HOOK it .
WATER LINE
R
MAIN DRAIN
SEE DETAIL
10'-2"
WATER LINE
POOL BOTTOM NGVD
/DOUBLE MAT #4 @ 6" 8.60'
TOP & BOTTOM T.O.B
24" MIN SPLICE U a
M T
HELICAL P
POOL SECTION A
(DIVING EQUIPMENT PROHIBITED)
N.T.S.
POOL BOTTOM
/DOUBLE MAT #4 @ 6"
TOP & BOTTOM
N
T
e
ch
HELICAL
POOL STEPS
SINGLE MAT #4
6" O.C. EACH WAY
9" MI
cc c
U STD
M HELICAL PILE
24" MIN SPLICE
-0"-2'
POOL
Y -
WALLS//SINGLE �-------- � - �-
MAT #4 @ 6" O.C.
EACH WAY
STD HOOK
.24" MIN SPLICE
VO MOP"
= � DATE: 09/06/19 SHEET 7:
S DTI ..
L 0V'� 6�
aG
1r,,o
Fernando Morales, P.E.
5201 S.W. 182 Place
Miami, Florida 33185
786-380-9739
License #51441
COPING
POOL
WALLSHSINGLE
MAT #4 @ 6" O.C.
EACH WAY
A MINIMUM SLOPE FOR DECKING OF % INCH PER OPTIONAL: Where provided, the vacuum or pressure cleaner fitting(s) shall
LINEAR FOOT SHALL BE PROVIDED EXCEPT FOR WOOD UNDERWATER BENCHES, SWIMOUTS
DECKING, PER ANSI/NSPI-5 2003 SECTION 7.2.2.1 AND SUNSHELVES TO BE VISUALLY be located in an accessible position(s) at least 6 inches and not
SET APART FROM POOL FINISH WITH A greater than 12 inches below the minimum operating water level
TILE EDGE OF A CONTRASTING COLOR. or as an attachment to the skimmer(s).
NGVD
8.67'
F.C.E
NGVD
8.60'
T.O.B
STEEL TEX FORM
(OR EQUIVALENT)
DOWN TO SOIL LINE
COPING
No. 4 BARS 8" O.C. EACH WAY THROUGHOUT
FOR COVE AREAS DEEPER THAN 8' ADD No. 3
BARS AT 8" O.C. EACH WAY BOTTOM & T UP
ON WALLS. (STEEL TO BE AT CENTER OF CONCRETE)
ANTI -VORTEX MAIN DRAIN
MIN. W SECURE WITH
2 STAINLESS STEEL SCREWS
12"
P.V.C. TO PUMP
PERFORATED WELL / d/
POINT IN 314" ROCK BED J
TYPICAL WALL SECTION AND WELL POINT
N.T.S.
r 8"t I
WA
8" 1 POOL
WATERLINE WALL
TILE
COPING DETAIL
N.T.S.
\
'\\ '0'6 Q m o',,
N S
�14i' 5 4 -
g AT O eft k
10 A�-
Fernando Morales, P.E.
5201 S.W. 162 Place
Miami, Florida 33185
788-380-9739
License #51441
FRONT ACCESS SKIMMER DETAIL
PER ANSI/NSPI-2003 6.2.2:
ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM
HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHICH
MAY VARY IN HEIGHT, BUT SHALL NOT EXCEED 12".
MIN. 240 SQ.IN.
SURFACE AREA ON
11" TOP STEP
10" SUNSHELF
1011 2,$„
4'-7" 10"
4'
I•
14" fi
TYP.
10" 10""
CENTERLINE OF STEPS
N.T.S.
SCALE:
1 /8" = 1'
c
(2) #5 HOOKS WELDED TO
TOP OF PLATE
WELDED -CAP PLATE
W/SLEEVE
10" x 10" x 1 /2"
STEEL PLATE
NSI 2.875 X 0.276, 12"
3" SCH 40 GALV SLEEVE
CONNECTOR
lei CONNECTION BOLTS
4 - GRADE 8 H.D.G.
8„ � 3/4" Dia.
PILING NOTES:
1. HELICAL PILES TO BE INSTALLED BY A LICENSED INSTALLER.
2. REFER TO ATTACHED SOIL REPORT FOR SOIL ANALYSIS. POOL BEAM 14" Dia.
3. HELICAL PILES PART NSI 2.875 X 0.276,12" 14" TO BE INSTALLED PER
PLAN. PILES ARE SCREWED INTO THE GROUND AND WILL FOLLOW THE
LOAD LIMITS SET FORTH FROM ATLAS -HELICAL PRODUCTS REPORT t 1
STATING THAT THIS PILE HAS A COMPRESSION LOAD LIMIT OF 25 Kps,
AND ULTIMATE TENSION STRENGTH OF 7 KIPS. AND A USEABLE POOL FLOORA 6" O.C. "HELIX PLATES
TORSIONAL STRENGTH OF 5555.5 FT. -LB. EACH WAY
4. PILING PLACEMENT AND QUANTITY SHOULD BE REVIEWED BY IN WALLS
GEOTECHNICAL ENGINEER AND PILING CONTRACTOR PRIOR TO
INSTALLATION. 12.11 12" Dia.
TOP & BOTTOM MAT
OF #4 @ 6" O.C. EACH
WAY
12.875 X 0.276, 12" 14"
HELICAL PILES ATTACHING
TO POOL FLOOR DETAIL
N.T.S.
Fernando Morales, P.E.
5201 S.W. 162 Place
Miami, Florida 33185
786-380-9739
License #51441
12.50 TONS
(COMPRESSION)
3.50 TONS (TENSION)
TYPICAL CROSS-SECTION DETAIL OF
A HELICAL NEW CONSTRUCTION
PIER