EL-16-822 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-255682 Permit Number: EL-3-16-822
Scheduled Inspection Date: April 01,2016 Permit Type: Electrical - Residential
Inspector: Devaney, Michael Inspection Type: Final
Owner: FERNANDEZ, STEPHANIE Work Classification: Temp for Test
Job Address:1148 NE 105 Street
Miami Shores, FL Phone Number
Parcel Number 1122320280140
Project: <NONE>
Contractor: CONTRACTORS ELECTRICAL SERVICES Phone: (786)252-1284
Building Department Comments
TEMP FOR TEST Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
March 31,2016 For Inspections please call: (305)762-4949 Page 17 of 32
Miami Shores VillagePerm#/
10050 N.E.2nd Avenue NE �n� h�G8ft0f7�
Miami Shores,FL 33138-0000
� '�
ti- � ., .m. :°:, t Permit�tu�AppRC3Vi � '?F
Phone: (305)795-2204
F�aRt�� Expiration: 09/27/2 16
W�
Gate.3111
Project Address Parcel Number Applicant
1148 NE 105 Street 1122320280140
Miami Shores, FL stock: Lot: STEPHANE FERNANDEZ
Owner Information Address Phone Celt
STEPHANE FERNANDEZ 1148 NE 105 Street
MIAMI SHORES FL 33138-
1148 NE 105 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 3,000.00
CONTRACTORS ELECTRICAL SERVI( (786)252-1284
Total Sq Feet: 0
Type of Work:TEMP FOR TEST Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Final
Scanning:1 Review Electrical
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# EL-3-16-59180
$2.00 03/31/2016 Credit Card $66.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 03/28/2016 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee-Additions/Alterations $100.00
Scanning Fee $3.00
Technology Fee $2.40
Total: $116.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFF A T: Ice ' at al foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructiond z o e I'au orize the above-named contractor to do the work stated.
March 31, 2016
Aut orized Si a ure:Owner / Applicant / Contractor / Agent Date
Building D partment Copy
March 31,2016 1
��°��-'�� � Miami Shores Village RECF. "
•� � g
Building Department R 2 s 2016
10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(30S)762-4949 l�
FBC 20
BUILDING Master Permit No. 9(2- - B5- J333
PERMIT APPLICATION Sub Permit No. 9-1�-
❑BUILDING -ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
[--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
��//
" CONTRACTOR DRAWINGS
JOB ADDRESS: /l" N ®®6 `®✓T* j' .
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Title/holder)): AW
Address:. !6 � �c ` n'i �y •
City: !�leigll d?.pir'ey State:. IX Zip: -3-3/37
Tenant/Lessee Name: Phone#:
Email:
C
CONTRACTOR:Company Name: rr 1(1 Phone#: �
Address: 9- �
City: State:—Eu Zip: 33
Qualifier Name: Phone#: 396 TZ-��} ) �
State Certification or Registration#: �C j 3t�( '. Certificate of Competency M
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee$ GO 'r—k2s Permit Fee$ /04>,4cq&"- CCF$ M 910 CO/CC$ 0
Scanning Fee$ CA Radon Fee$ C1u DBPR$ Notary$
Technology Fee$ Q- `"A 0 Training/Education Fee$ 0 • G 0 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ (66 - 8a
(Revised02/24/2014)
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. 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 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 building permit is issued. in the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Oor AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
2—G day of 20 by day of -;3-2k ,20 . ' ,by
�.Po(�I� .who is personally known to J-Qtduho is per onally known to
me or who has produce L-��.r 1.� C me or who has produced w 'as
identification and who did take an oath. identification and who did take an oath.
NOTARY PU C: NOTAR P Q IDAL S RUIZ
MY M SIO 16554
Sign: Sign: S State Insurance
Print: Print:
Seal: aogPyg Notary Pu10IVF State of� OM@ Seal:
,0
Sindia Alvarez
o my commis�a"FF WIM
��oe Expires Ogtg3/2®10
APPROVED BY ��BX,� Plans Examiner Zoning
Structural Review Clerk
(ReAsed02/24/2014)
0
5�pc ua Miami Shores Village
Building Department
"o' null" 10050 N.E.2nd Avenue
"- Miami Shores, Florida 33138
Tel: (305) 795.2204
F RiDA Fax: (305) 756.8972
AFFIDAVIT FOR 30 DAY TEMPORARY-ELECTRIC SERVICE
NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY
TERMINATION UNLESS APPLICATION IS RENEWED.
It is understood that the temporary-electrical approval by the Miami Shores Village, Building Department given
in connection with the building being constructed under:
Building Permit N: ka ^ 3 Electrical Permit N:
At Address: Miami Shores, FL
For Owners: , and is being given only for
construction purpose or for testing the following equipment in said
structure:
The owner does herby agree to assume the responsibility of maintaining the installation in such manner that
there is no hazard to life or property. Such approval is in no event to be considered a RELEASE of said
structure for the purpose of use and occupancy, and no occupancy shall be granted or permitted until further
inspections have been called for and approved by the inspection divisions concerned, and/or a Certificate of
Occupancy or Completion is obtained.
The undersigned also understands that the temporary electric approval is subject to rescission and
ncellation and electric power can be cut off at the discretion of the building official and will be disconcerted of
ie building concerned is occupied before final inspections are approved and/or obtained a Certificate of
Occupancy or Completion. Note: Failure to comply with the provisions of this affidavit will result In your
being unable to obtain future Temporary for Test permits.
I, , being first duly sworn, depose and say that I am the owner of the
above described property, and that I agree that the structure covered in this agreement shall not be occupied
until the building contractor has obtained approval of final inspections and/or obtained a Certificate of
Occupancy of Completion. Note: Failure to comply with the provisions of this afPid it will result in your
being unable t obt a Temporary for Test permits.
IX Zo 1Y°�my Notary Public State of
Sig u e of :4 Sindia Alvarez a re No
oQ My Commission FF 156750
being d xpires09/03/2018
1, a Ele trical ontractor for
the above-des ed p p rty a at the electrical installations as now ty hazard
if tempor rvice ' conn a .' s
Y
:°f �#FFI88684
Sign o le ntractor Si G tst$tatemsurance
being first duly sworn, depose and say that I am the Building Contractor
of the above described property and that I will not permit occupancy of this building until final inspections have
been called for by the contractors and sub-contractors concerned and final approval by the inspection division
obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy
until s inal in c 'ons obtained and/or a Certificate of Occupancy or C pletion is issued.
gnature of uilding Contractor Signature of t p�B4 Notary Public State of Florida
Sindia Alvarez
y� c� My Commission FF 156750
'�Fo �o� Expires 09103/2018
Signature of Inspector Signature of N
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KWIK Bolt 3 Expansion Anchor 3.3.6
Table 6-Carbon Steel KWIK Bolt 3 Allowable Loads In Normal-Weight Concrete'
Anchor Embedment f =2000 psi(13.8 MPa) f'o=3000 psi(20.7 MPa) f'�=4000 psi(27.6 MPa) f'�=6000 psi(41.4 MPa)
Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear
in. (mm) in. (mm) Ib (kN) ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kM Ib
1-1/8 (29) 300 365 430 ( Ib (kN)
{1.3) (1.6) 5500
(1.9) (2.4)
1/4 2 (51) 635 530 715 530 800 530
(6.4) 530
(2.8) (2-4) (3.2) (2.4) (3.6) (2•4) 845 (2.4)
3 (76) 755 795 840 (3.8)
(3.4) (3.5) (3-7)
1-5/8 (41) 730 1135 910 1275 1095 1090
(3.2) (5.0) (4.0) (5.7) (4.9) (4.8)
3/8 2-1/2 (64) 1260 1555 1850 1315 2060 1315
(9.5) (5.6) 1315
(6.9) 1315 (8.2) (5.8)
3-1/2 {89) 1580 (5.8) 1770 (5.8) 1965 (9.2) (5.8)
2150
0)
(7.9) (8.7) (9.6)
2-1/4 (57) 1235 o,1865 '1430 2300 a1Q20 2405 1975
(5.5) (8.3) (6.4) (10.2) (7.2) (10.7) (8.8)
1/2 3-1/2 (89) 1930 2185 2440 3240 2415
(12.7) (8.6) 2415 (9.7) 2415
(10.9) 2415 (14.4) (10.7)
4-3/4 (121) 2135 (10.7) 2355 (10.7) 2575 (10.7) 3620
(9-5) (10.5) (11.5) (16.1)
2 3/4 (70) 1920 270 2065 3410 2210 3785 2830
(8.5) (12.2) (9.2) (15.2) (9.8) (16.8) (12.6)
3020
(1 96) 4 (102) {1 $) 3910 (13.4) 3910 3385 4770 3910
(15.1) 3910 (21.2) (17.4)
3285
5-1/2 (140) 3285 (17.4) 3695 (17.4) 4100 (17.4) 5325 •• 0
(16.4) (18.2) • (23.77 •
2120 4090 2425 4900 2730 •• • •• •••
3-114 (83) 5310•• • .3785 • 5310 ••
(9.4
3/4 3240 (18.2) 4260 (21.8) 5285 (23.s)e•• • {16.8)•: • (23.6)•• •o•
4-3/4 (121) 4260 5285 "�' ' 6155 •
(19.1) :ode*:
4535 5340 {18.9) 5340 (23.5) 5496::: • (27.1-4,4- 6225 0
6-1/2 {165}
4535 (23.8) 5860 (23.8) 7185 (24.4 7005 27. • 00
(20.2) (26.1) (32) •r�• (31.44 •�( �•� ••�
3330 7070 4050 7600 0
4-1/2 (1 i 4} 4670 8140 •• • 5070 „•
(14.8} (31.4) (18.0) (33.$), (20.8} (36.2) • (22.E: • •• :•
6000 "
6 4930 7070._ • •
(25.4) (152) (21.9) 9200 (26.7) 9200 31.4 9200 • 840 920)• •
( ) (37.4 • (40.9
9 (229) 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 0
(29.7) (34.1) (38.6) {47.
1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation.
Hilt],Inc.(US)1.800.879-8000 1 www.us.hilti.com 1 on espanol 1_80D-879_5000 I Hilo(Canada)Corp.1-800-363-4458 1 www.hiItLea I An
MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2015 com
Date 9/8/2015 Project No. 1514203-01
Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E.
Address 7850 NW 146th Street Description Wind Pressures
City Miami Lakes Customer Name 1148 ne 105th Street
State Florida Proj Location Miami Shores, Florida
File Location: C:\Program Files (x86)\MECAWind\1514203-Ol.wnd
L
fv'
Ro Of not f I I
shown
`�. 4 t
-r-
a `�jr ? 7 I :5
11'.11 {41 Gable Roof @ <==7
`--1 a
a
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of . 6
Width of Pressure Coefficient Zone "a" = 5 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
--------------------------------------------------------------------------
UPLIFT 2.00 10.00 33.3 1 0.25 -0.95 16.00 -38.80
UPLIFT 2.00 10.00 33.3 2 0.91 -1.43 37.42 -55.53
UPLIFT 2.00 10.00 33.3 3 0.25 -1.43 16.00 -55.53
Khcc:Comp. & Clad. Table 6-3 Case 1 �••��• 0.8�*6.6 ••���•
Qhcc: .00256*V^2*Khcc*Kht*Kd 34.41 psf
..•.•• •
Parapets Components & Cladding (Ch 30 Part 4, Para-•YCrP7 .1%_.3 . 600
•
.....
Pressures taken from Table 30.7-2 at top of Parapet and multiplied*tV Uposure;••• 6666••
Adjustment Factor (EAF =1.282), Topographic Factor (Kzt = 1.00) ant•Rt11uctioli•1r2Lctor 6666••
(RF = 1.0) . The effective area for the parapet is 10 sq ft [0.929.*M41a: to be • •�
conservative, which makes the Reduction Factor 1. • • • 6 6609:6
•66666
k)a UA-
• • • •66666
Wit,1waid Ivia-ap t Lmwaird pirdpcL
Load Case A Lead C-,*L
P4
�i
hV
rfr,
10
Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to
back.
p1: Positive Wall Pressure on Front of Parapet (Zone 4) = 54.35 psf
pl: Positive Wall Pressure on Front of Parapet (Zone 5) = 49.77 psf
p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -91.23 psf
p2: Negative Roof Pressure on Back of Parapet (Zone 3) = -137.29 psf
Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the
front.
p3: Positive Wall Pressure on Back of Parapet (Zone 4) = 49.77 psf
p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 49.77 psf . •
• • 0000 0000.•
• • •
p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -51?970psf 0••� •
p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -92!?!3Opsf •••• 0000:.
000000 • . 0
0000.•
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IECAWind Version. 2 . 1 . 0 . 6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2015 cer,
Date 9/8/2015 Project No. : 1514203-01
Company Name Edward A. Landers, P.E. Designed By : Edward A. landers, P.E.
Address 7850 NW 146th Street Description : Wind Pressures
City Miami Lakes Customer Name : 1148 ne 105th Street
State Florida Proj Location : Miami Shores, Florida
File Location: C:\Program Files (x86)\MECAWind\1514203-0l.wnd
Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of . 6
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Damping Ratio (beta) = 0.01
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 BM = 0. 65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin = 15.00 ft
Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.19 Deg
Ht: Mean Roof Ht = 16.00 ft Type of Roof = Gabled
RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 16.00 ft
OH: Roof Overhang at Eave= .00 ft Roof Area = 664.00 ft^
2
Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 70.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc* (33/Zm) ^0.167 = 0.23
Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft
Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.90
Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/ (1+1.7*3.4*lzm) ) = 0.87
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
0000
Table 26.11-1 Internal Pressure Coefficients for Buildings, :;Cpf• 0000•• 0000••
GCPi Internal Pressure Coefficient 04= */-0.x.800•0 •�
Topographic Adjustment 000000 • . .
0000 • • • •
0.33*z • •0000•
0"0 5,**2"00 ••...
Kzt (0.33*z) : Topographic factor at elevation 0.33*z 00•-.00 1.44.0 00000•
Vtopo: Adjust V per Para 27.5.2: V * [Kzt (0.33*z) ]^0.5000=00 1750.•Q4 mph 0.00.0
. 0
•
Net Wind Pressures on Walls (Table 27.6-1Z0.•00• • 0•
Wall Pressures do not include effect of internal 8resrsure �••••• • 0
• • • 000000
M'NTFRS--KTall Pressures for Wird Normal to 70 ft wall 00 • •0 000
L/B = 0 01 •
ph: Net Pressure at top of wall (windward + leeward) = 38.92 psf
p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf
ps: Side wall pressure acting uniformly outward = .54 * ph = 21.02 psf
pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.79 psf
pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.13 psf
pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.91 psf
1,0U RS-Wall Pressures for Wind Normal to 50 ft wall
L/B = 1.40
ph: Net Pressure at top of wall (windward + leeward) = 36.89 psf
pO: Net Pressure at bottom of wall (windward + leeward) = 36.69 psf
ps: Side wall pressure acting uniformly outward = .58 * ph = 21.40 psf
pl: Leeward wall pressure acting uniformly outward = .34 * ph= 12.40 psf
pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.50 psf
pwO: Windward wall pressure acting uniformly outward = p0-pl = 24 .29 psf
See Fid 27.6-2 for
Parapet wind Roof Pressures
pressures See Table 27,6-2
h1ean roof ht.
Pn _ 9
Wall Pressures Wind
See Tat)le 27.6.1 h
Plan
i
P�
Flelatoon
Net Wind Pressures on Roof (Table 27.6-2) :
Exposure Adjustment Factor = 1.000
Zone Load Casel Load Case2
Psf psf •.a.
•
1 .00 .00 •• • + ..
2 .00 .00 ••••.• 0000 000.0.
3 -36.50 .00 Osseo. . .
4 -32.57 .00 •••. . ! :""'
!
5 -26.70 .00 '..�.' e•o.•• •.•••
••••ss sees Goose'
Note: A value of 10' indicates that the zone/load case is nq 'alice. �•se��
+s.s.e `
• • • a .6000•
• • s s
r - a-
Mkd
Gabled Roof
Parapet Wind Loads (Figure 27.6-2) :
r--------------- : ,iciiric�nal lc�a.icrn "�Qt'i°1tS
+
i + from all panipets aad parapet surface
r +
r +
r r
+ ' rncan roof hi.
r +
t r
r e
r �
�r.
pn, wall pressure
Tsom Table 27.6-1
3t
bei!Lt .
�z
Re - 2.25 brie,, rhe pre silre.
lotrriniud f'wu Tahlc -276-1
far a heiphr mewsurei to thc top
rf`ihe parapel!:ia,..i
Parapet:
hp: Height to Top of Parapet = 19.5 ft
php: Wall Pressure for L/B = 1 at hp (Fig 27. 6-1) = 39.70
psf
pp: Parapet total pressure (Leeward + windward) — 2.25*php = 89.32
psf
sees
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sees.. sees sees.•
•
sees•. •
•sees:
sees a sees.
sees•. sees
e . sees.
.• .• 0000 .ee.e.
• e...e.
so 0
. . e.e•..
e. •