EL-14-1394 -473—
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-215004 Permit Number: EL-6-14-1394
Scheduled Inspection Date: February 19, 2015 Permit Type: Electrical - Residential
Inspector: Devaney, Michael
Inspection Type: Final
Owner: BUTLER,JACQUELINE Work Classification: Pool - Private
Job Address: 1461 NE 102 Street
Miami Shores, FL 33138-2621 Phone Number
Parcel Number 1132050240140
Project: <NONE>
Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Phone: 305/556-5759
Building Department Comments
NEW PERMIT TO FINISH POOL. THIS PERMIT TO Infractio Passed Comments
REPLACE PERMIT BPP11-1245 INSPECTOR COMMENTS False
FOR NEW POOL.
Inspector Comments._
Passed ' 5!L
i
X-
Failed
l�
Correction
Needed
Re-inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
February 18,2015 For Inspections please call: (305)762-4949 Page 2 of 30
Miami Shoes Village
Building Department JUN 30 014
10050 N.E.2nd Avaum,Miami stores,Florida 33238
Yak WS)79S-ewe Fa::(305)7%4972 - _1
INSPECTION LINE PHONE NUMBS(305)752-+49"
FBC 20 P
BUILDING masw p0=4 No. g P e - t q 1393
PERMIT APPLICATION slb Permit Na Z L- 7 9 — 139
BUILDING E ELECTRIC Q ROOFING ❑ REVISION 0 EXTENSION WENEWAL
[]PLUMBING M MECHANICAL 0PUBUC WORKS CHANGE OF ❑CANCELLATION ❑SHOP
CONTRACTOR DRAWINGS
Joe ADDRESS: 4461 NE 102 STREET
Cites Miami Shores County Kong Dade Zro•
FolioJPwot10: 1-3205-Q24-D14a the 800ftflikowicOy maedi Yes NO X
Occupancy Type: Load: Ca nvucfion Type Rood Zone: 8FE: FFE:
OWNER:Name(Fee suupie 1A(:C)UE!li�lE BUTLER Monet786-797-5527
Address:1461 NE 102 ST
MIAMI SHORES stm: FL bp; 33138
TenantJLessm Nam: p
Email:
CONTRACTOW.Company Name: `G°r
Address. ,'
City. • 1'}`I ✓�' LEStage: �- � —
Oualifrw Name: !' R A "::� i Q-�- Phoned:
state Cer flaWwn or Rin ih ILC- i 3 U V Z 11 9 of C.a r R
DESIGNER:ArcI*ect/En&wer Monet
Address: - Ste. Zip.
Vahre d work for tMs PernNb S M k&D Sq9w*Abww Fabtop of Wbrir
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Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of A permit and that ail 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 iMPROVEMEWS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINAN EY BEFORE RECORDING
CINE,CONSULT WITIi YOUR lEN�R OR AN A7TORN FO
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a buifding permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construcWn Hen low 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 buiVft permit is issued. in the absence of such posted notice, the
Inspection will not be approved and a reinspection fee wffl be charged..
Signature Signature 3-,c�• G
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was admouriedged before me this
day of -s�'�` .20_ ,by �Ly day of �7.,1--3',N ,20 LJ 1 by
who is RecmnaffiLknown to who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC- PUBLIC
Sign= Sign:
Print: Print , _ �'): al✓��(:
Seal: Sear
Notary Public State of Florida a IN
Notary Public State of RorMa
Luis Ariel Duarte ;y a Luis Ariel Duarte
i� My Commission EgE 183181 FMy commission EE 183181
s###s##tis• 3 !r ss s st###st#s##sssttstrs# (�Ir #l�i�lfii�strtss i �rtts#,kssts
APPROVED BY Plans Examiner
Zoning
Structural Review Clerk
(11evised02/24/2014)
` r LEGEND
aes A =Arc
s
g&� 9 $ ASP. Aphaft
P
8y BM =Bench Mark
or,g c '3b BRG =Bearing
0 2 a o Ce =Catch basin
NOTE: 8 i g =Concrete Block structure
Mean High Water Line(MHWL)provided by the Bureau of Survey E 8 S a a CH =chord
and Mapping of the Division of State Lands of the Florida o ` Chat—Chattahoochee
BOTTOM Department of Environmental Protection,based on the information a��r� � � =Center Line
WATER EIEV 10.67' at Tide Interpolation Point#133,elevation 0.17'NAVD88(1.72' E'g 0, CLF =Chain Link Fence
+aO9'AT NGVD29). v S a_ m CL =Clear
12•30 PMcork.=conaee
s oc$
12/t4/to WATERWAY $>B, a m
€ $ D =Datta
�+ 8" Da `o ♦ =Diaeter
(80'TOTAL R/M� U 3 g e-5 g Se g OH =Dns Hole
p C 8 0 18,- t o g DME =Drainage a Maintenance
o BOAT h DETAIL `s = a E.B. =Elecb c eo:
Fd NAIL 5' -ttoo LF'T 127.50'(M)(P) M d. NAIL (N•T.$•) 4 : a .co Enc. =Encroachment
— —----- E E a ov 8a gI F.F. =Fumah Floor
ICP BULK B g= g mF.H. =Fiala Hydrant
ON R � HEAD u e E 9 2 a 4 `8.S' F.LR. =Found Iron Relay
4°. R J.J5' AIEAH HIGH a��,�g S�$ 22�= FPL =Florida Power a Ught
.S c F.I.P. =Found Iron Pipe
0.10' EXISTING -*A TER LINE +a o9'WATER EI.E'K AT 3=Z E
CL. I GROUND +1.72' �12:JO PMI ON 12/14/10 T a°4.a`�E �� FD. =Fount
C.L.F. WALL I I _— —_ —_ .—_— m a.08 5 E$ -9€ L.P. _Mehaaurd
(>� WATERWAY a 8_ B 11 E d° M.F. =Metal Fence
w M H =Manhole
Loi 19 I 8'E o =Monument Line
nal C,7 +u 1„I=-"_l�lTl -rnrnr ii�l lf-fT� 1Trr=r a- S S r+ M
l III illi= II III III-I III II II � MCN =Monument
B�/7CK 1 I BL OCk 1 I --li III III 111.-111 III III..)L III III III•,{L1 1L II I rllI II I---'I=1 m 8 $g g' WA =NotA moble
Rf MA,NDE R o S` $mm- a PPB
c %5 I 10.61 a 6 1`-y !o F-SO2
wD =Nail a oiac
21.30' ij BOTTOM g t MS =Not to Scale
_; _ Cis =osaet
4a30' q ^ B ^= O.U.L=Overhead Utility Lines
[OT 20 $ RESIDENCE vi 24.00' off =Overhang
BLOCK ] 1 8
p UNDER DEMOLITION 8 t 2 PB =Plat Book
1461 a e `
M PC =Print of Curvature
N 21.45' LOT UNE n S 22 P.C.C.=Point of Compound
(IYAICAL N I $ v Cvrvatue
w 1.565' I This property described as: a ° $ POP =PermenenlContrdPoint
W co P.I. =Point d InteneNOn
!k
Z 0.05' PVA 2115 Lot 19 and the West 1/2 of Lot 18,Block 1, m E a E =Property Una
Z cL. 8'ILOOD Pte " D.Jo' REPLAT OF TRACT A OF $ g s a PL =Plantar
> I WALL FENCE V 21.15' cL• MIAMI SHORES BAY PARK ESTATES, m s A € a P.O.B.=Pelntd Beginning
0.35' ��� 2145' I 8 P.O.C.=Point ofCommencement
CL. 9.98' t6 N 3.25'6' according to the Plat thereof, a£ � P P. =Power Pole
rr�J
LE
16.25' M ( E'e g $ PAM,Parmanam Reference
�) g, \S as recorded in Plat Book 56,Page 86, Monument
o $ N \� 2.50' of the Public Records of Miami-Dade County,Florida. m 3 S P.R c.
R. 1 / =Curvature
YI ./. A�HALT I ... u I g E s PT =Point.1 Tang—y
h NDRI� N ASPHALT `v hallo 9j $ F (s a R =Radius
Z I /•�� ORlL£ ,/,R. 1/2'♦ I Zia £ R/R =Railroad
Jl alp IyMp$ ______ _ -0P C. CERTIFIED TO: v $e c s'8 E PSM =Professional Surveyor
�0p1 r 75 � �� � a Jacqueline C.Butler t g E g S tnv
Mapper_
CORNER 77b.50'(P) WOOD 127.50'M P S ZO7.1r(P) l a g g e e g war
8 b f e E By& -Sidewalk
o g 207.15'(Y) 5 42 B 14 Sac =section
vi P.P. 15'PARKM41 Y € b =
a 2a5 .9' 1461 N.E. 102nd Street,Miami Shores,FL 33138 .- a a °€= ITYP/ Typical
... m a -E ; T -Tangent
i. =ffi a Z I.I.E. -Ubsy Easement
N.E.102nd STREET o 2 E$ =g W.F. =Wood Fence
E E E x E W.M -Water Meter
Fd.NAIL FAQ 20'ASPF/ALT PAl•EMOVT R!o^ d NAIL "THIS SURVEY DECLARATION IS MADE ON THE FIELD °€3 6B o e$ W =Water valve
(50'TOTAL R"'V DATE INDICATED,TO THE OWNERS)LISTED.IT IS NOT "0 6 g 4 j=De ea spot
ogo
•(��'
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR a A El—lions Taken
S s �`Fss
SUBSEQUENT OWNERS." i a
N�. BOUNDARY SURVEY. Alvarez,Aiguesvives and Associates, Inc.
1 HEREBY CERTIFY:that this survey meets the
minimum technical standards as set forth by the Surveyors,Mappers and Land Planners
Bearing,if any,shown based on N/A (reference) N/A FLORIDA BO ESS L SURVEYORS
AND MAPPE S ina. er 5J-17 ride Administrative 5701 S.W.107th Avenue#204,Miami,FL 33173
REVISIONS: ��J ELEVATION NOTE: (IF APPLICABLE) Not bears
e as Code, urauan o Section .027 Florida Statutes. Phone 305.385.0385 Fax 305.385.0623
12/23/10 REVISED�/ FLOOD ZONE COMM.No. PANEL No. SUFFIX: P
L.F.Elev= 8.00 (lowest habitable floor elevation).
d bears the
AE 120652 0306 L signature and the =tom---� 305.298.2706 / L.B.No.6867
Elevation shown hereon refer to N.G.V.D.1929. original raised seal
Lowest adjacent grade elevation= 5.7 _ IVES 11/15/10 Field Date Scale: Drawn b D No.
F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. of Florida licensed Y
BM. ITB-26-RA(Miami-Dade) _Ebt,,= 17.23, surveyor and P FESS O SURVEYOR AND 11/14/10 1"=25' S.I. 10-18389
09111109 09111/09 +9.00 N.G.V.D. Gare Elev.= 5.01 -E Mapper. MAPPER No.4327. State of Florida.
A
Residential Swimming Pool for
PFEIFFER ENGINEERING,INC. Butler Residence
9375 S.W. 77th AVENUE 1461 N.E. 102 Street
SUITE 1026 Miami Shores,Florida
MIAMI,FLORIDA 33156
CONSTANT CALCULATIONS
Concrete Strength=3000 psi Steel Modulus=29,000,000 psi
Concrete Modulus,Ec= 3137190 psi v(allowable)=2V7F1
Ec=57277 *F1^.5 n=Es/Ec k=n/(n+(Fs/Fc)) j = 1.00-k/3
K=Fc*j*k/2 p=k*Fc/(2*Fs) p=k*Fc/(2*Fs) u=3V-F1
Fc= 1350 psi n=9.2 k=0.384 j =0.872 K=226
p=0.0130 u= 164 Fy=60000 psi Fs=20000 psi v(allow)= 110 psi
INPUT DATA
-------------------------------------------------------------------------------
Pool Depth=5 feet 6 inches
Critical Panel Area=61 square feet
Maximum Pile Spacing=7 feet 7 inches
Minimum Pile Spacing=5 feet 5 inches
Wall Thickness=6 inches
Drop Panel Area=9 square feet
Maximum Slab Cantilever=3 feet 2 inches
SLAB THICKNESS
--------------------------------------------------------------------------------
Slab Thickness,tl = 1.5 x t2
Slab Thickness t2(Drop Panel)=0.375 x L x cube root of 2000/171
tl =3.730 t2=2.487
Allow 3 inch cover to top and bottom steel in slab.Minimum Slab Thickness=8.49 inches
9 Inch slab required
Author utilizes a standard slab thickness of 10 inches unless it is
required to be greater by calculations.
Use 10 inch thick slab.
Drop panel thickness shall not be less than 3 inches
Try 6 inch thick panel
PANEL LOAD AND WALL LOAD
----------------------------------------------------------------------.-----------
W=Wdx62.4+t2x150/ 12
Slab load=499.4 pounds per square foot
Panel load=Slab load x Panel area
Panel Load=30463.4
Wall Load=3411.0
Deck Load=0
Contributing Wall Load=(Depth of water x wall thickness x 150#/sq. ft.x length)+any structural dec r/o
Contributing Wall Load=3411.0 pounds
Total Panel Load=33874.4
SHEAR CALCULATIONS
-------------------------------------------------------------------------------
Check shear at edges where slab and drop panel join:
Area of whole panel=61 square feet
Area of drop panel=9 square feet
Area around drop panel=52 square feet
Load on slab only=29379.8 pounds
Assume a depth to steel of 7 v=V/jdb where b=4 x 3 x 12= 144 inches
v=33.43 psi<Allowable shear(110 psi)
Shear at drop panel edge OKAY
Check punching shear at pile
Circumference of 14 inch pile=43.98 inches
* * _
Circumberence of failure— 14+ 12 tan 45/ 360/ 2 3.1416 75.158515
Total Pile Load=34549.4 pounds
Shear at pile fracture=58.5787954 psi
Pile shear is okay
MOMENT CALCULATIONS
Mo=0.09 x PI x L x F(L00-2C/3L)squared
Where L=length between piles f=factor not to be less than 1
C=Diameter of pile in feet and W=Panel load
F= 1.15 - 14/12/L=0.99608619
The author chooses not to apply any reduction factors in determining
the maximum panel moment
In addition,the author chooses not to determine moments in the minor
direction. The major moments will be applied in it's place
----------------------------------------------------------- ------------
Total Panel Moment=0.09 x Pl x L x 1.15=23899.4512
Moments as per code shall be proportioned as follows:
Maximum negative moment at 50 percent occuring in strip 1
Maximum positive moment at 20 percent occuring in strip 1
Maximum negative moment at 15 percent occuring in strip 2
Maximum positive moment at 15 percent occuring in strip 2
----------------------------__------------------------------------------------
MOMENT DISTRIBUTION
-Ml =0.50 x 23899.4512= 11949.7256 ft.-lbs.
+M1 =0.20 x 23899.4512=4779.89024 ft.-lbs.
-M2=0.15 x 23899.4512=3584.91768 ft.-lbs.
+M2=0.15 x 23 899.45 12=3584.91768 ft.-lbs.
CALULATE STRIP WIDTHS
Span 1 =7.58 feet
Span 2=5.42 feet
Because the author chooses to use the critical dimensions and apply
them in both directions,the minimum span shall be used.
Strip 1 =Span 2/2 and Strip 2=Span 2/4
STRIP 1 =32.52 INCHES
STRIP 2= 16.26 INCHES
CALCULATE STRIP STEEL AREA
-As1 = 1.175 INCHES
+Asl = 0.470 INCHES
-As2= 0.352 INCHES
+As2= 0.352 INCHES
BAR SPACING
Provide#5 bars at 8 inches TOP
Provide#4 bars at 10 inches BOTTOM
Provide#4 bars at 9 inches TOP
Provide#4 bars at 9 inches BOTTOM
--------------------------------------------------------------------------------
CANTILEVER SLAB CALCULATONS
Maximum Cantilever Moment=3709.80 foot-pounds '
Area of Steel Required= 0.365 inches '
Area Provided= 0.450
3��/i
UPLIFT CALCULATIONS
Uplift Moment=(Water Displacement-Slab Weight)x Max.Pile Span(squared)/8
Water Displacement=374APounds Slab Weight= 124.5 pounds Pile Span=7.58 feet
Uplift Moment=21537.5315 inch pounds
Uplift steel required= 0.09
Uplift steel provided= 0.45
WALL CALCULATIONS
--------------------------------------------------------------------------
Backfill Moment=0.5734 x 100 x(Wd cubed)
Backfill Moment= 12385 inch-pounds
Water Moment=2 x 62.4 x(Wd cubed)
Water Moment= 26957 inch-pounds
b=0.2867 x I x 100
b=29 psf
b�=0.2867 x(Wall Height+ 1)x 100
p"=200.69 psf
H=Wall Height* b+ 2
H= 689 Pounds
y=Wall Height* (V+2(b))/(3 * (b+p-))
y= 2.25 ft.
Wall Moment=H x y x 12
Wall Moment= 18626 inch-pounds
Live Moment=Wall Moment-Backfill Moment
Live Moment= 6240 inch-pounds
Ultimate Moment= 1.7 x Live Moment+ 1.4 x Dead Moment
Ultimate Moment= 1.7 x 6240+ 1.4 x 12385
Ultimate Moment= 27948 inch-pounds
Wall Steel Area per foot=Ultimate Moment/(0.9 * Fy* (Wall thickness/2))
Minimum Wall Steel Area per foot=0.17251867
Use#3 bars at 7 inches(0.18857143 inches
SKOR
I
g••• Miami Shores Village
=- —�� Building Department
OR1pA 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT#: I 1 L5 DATE:—
(NAME)
ATE: _(NAME)
❑ Contractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other) rz.t-"10
Address:
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to
Miami Shores Village Building Department to continue permitting process.
Acknowledged by:
(Signature)
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
BLUE WATER R
ECEIVE
POOLS OF SOUTH FLORIDA
" building your backyard paradise " 12 2012
February 28, 2012
Norman Bruhn, Building Official
City of Miami Shores
10050 N.E. 2nd Avenue
Miami Shores, Florida 33138
Re: Permits for: 1461 N.E. 102nd Street
Building: BPP-7-11-1245
Electrical: EL-7-11-1248
Plumbing: PL-7-11-1246
Mechanical: MC-7-11-1247
Dear Mr. Bruhn:
Since the above-captioned property is still undergoing construction and our permits will expire
on March 19'h, we would like to request V-day extension for all the above permits.
If you have any questions, please feel free to call me.
Thank you and have a great day.
Very truly yours,
BLUE WATER POOLS OF SO. FL.
By:
V zq z, Pre ident
FV/ga
SWIMMING POOL CONTRACTORS & CONSULTANTS
4811 NW 32 Avenue, Miami, FL 33142
Tel: 305-634-0956 - Fax: 305-634-0957 - E-Mail: bluewaterpools@gmail.com