SGN-12-1428Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 176486 Permit Number: SGN -7 -12 -1428
Scheduled Inspection Date: October 22, 2012
Inspector: Bruhn, Norman
Owner: ,
Job Address: 9820 NE 2 Avenue
Miami Shores, FL 33138-
Project <NONE>
Contractor: KLEAN POWER ELECTRIC INC
Permit Type: Sign
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number
Parcel Number 1132060132240
Building Department Comments
ILLUMINATED REVERSE CHANNEL LETTER
RELOCATION FROM EXISTING LOCATION 9806 NE 2
AVE TO NEW LOCATION 9802 NE 2 AVE.
Inspector Comments
PassedG! a ,c;t ,L-
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
October 19, 2012
For Inspections please call: (305)762 -4949
Page 14 of 45
Miami Shores Village
Building Department
?0050 N.E.2nd Avenue, Miami Shores, Florida 33138
./ Tel: (305) 795.2204 Fax: (305) 756.8972
1 L,,U X10 INSPECTION'S PHONE NUMBER: (305) 762.4949
UILDING
PERMIT APPLICATION
Perot Type: BUILDING
JOB ADDRESS: �� Ai t e4 AVQ 98OR
RECEIVED
JUL 272012
FBC 20 l®
Permit No.
Master Permit No. S6*1 I Z ' I Lae
ROOFING
City: Mi__a��mi.�$�,,,�,omc County: Miami Dade Zip; 31 R.
Folio/Parcel #: 1 , �0 `' 4 #
Is the Building liistoricalty Designated: Yes Flood Zone:
OWNER: Name (Fee Simple Titleholder): k4 vs., lrll l t /ti S fx. 6,103Phone#: -3 O5 - 6 e/ -863 S
Address: Zl Q a) s 4 rv, 3c2
City: ) 1ic A .,4-1 State: Ft", Zip: 331 u 1
Tenant/L.cssce Name: 14_ r/ %i 4V,Crie ✓ Prone #: 3 ea 5 - 351 -95SO
Email:
CONTRACTOR: Company Name: Elect n g r ee?cc tic--
Address: 660 1 5'N.+ g o e 5'4 AL,
City: A‘P _, G�yvc state: `F' - zip: l �31'i 3
Qualifier Name: 6,1\1 t ncy� � nw Q1 r1S -- -_ Phone#: 303 : L 1 -Is/ se/
305 669 -SI sy
State Certification or Registration #: -
Contact Phone#: 305 •66 - 'I y Email Add
DESIGNER: Architect/Engineer;�f _
Certificate of Competency #:
r s: e :rte. R" Y.Cry
thiVir u one: 305 ° 74 2 -75y9
Value of Work for this Permit: $ 1. 00 O Square/Linear Footage of Work:
)aNew 13Repait/Replae
re
Type of Work: LIAddnion
Description of Work:
XSVery {0
UAtteration
UIDemolitietn
Color thru tile:
*4r
Submittal Fee
Scanning Fee $
Notary $
Double Fee $
e314xagaas44sr r$ r***rte tr
r1
Permit Pee $
Radon Fee $
TraininglEducation Fee $
Structured Review $
Fees** iir4 R *+aura 5ei*010*x **** ******0GI***
CCF $ C O/CC $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DIPI;' 1 l '(Q f3
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Nante t if applicable)
Mortgage Lender's Address
City: State
Application is hereby made to obtain a permit to du the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a perrnit and that all work will he performed to nice thr xtundards of an laws trembling
construction in this jurisdiction. I undersamd that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS.
WELLS, POOLS, FURNACES. BOILERS. HEATERS. TANKS and AIR CONDMONERS,
OWNER'S AFFIDAVIT: 1 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 Applicanv As o condition to the issuance of a buthimg perm: with an estimated value exceeding $2500. the applicant must
promise in Rood ,faith that a copy of the notice of co, mencement! and construction hen /air brochure will be delivered to the person
whore property is subject to attachment. Also, o certified copy of du recorded notice of commencement roust be posted at the job she
Jot the first inspection which occurs seven (7) days after the building permit is issued. lea the absence of such posted notice, the
inspection will not be approved and a reinspection et, will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of 20 r7r by
who is prsona e or who has produced_____
As identification and who did take an oath.
NOTARY PUBLIC:
b),
The foregoing
Contractor
=nil was acknowledged before me this (49
6 6,1tAli
Sign:
Print: Di\ 0. pit
My Commission Expires: ORIT MIMOUN
Commission # DD 946625
6.,11111, My Commission Expires
: .
,ZeiF 0-00 December 14, 2013
***4*V
7/J- Plans Examiner
„ .
Stitirtural Review
rlIcvi5ed3/12.,2012)xitnt,.ed Olid IWO? xRzyili*Jefirii);200exkvv**d 3I151,
who has produced
OS id non and who did take an oath.
NOTARY PUB
Sign:
Print:
My Commis
0.•
:=41111":' COMMON' 42558°-
• • Expas:septembed3A14
awdedvaudgetwANY vats
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Date:
Date: 7/27 /,2
Permit #: �2 _ /442 ef
Planning & Zoning Critique Sheet
Ai,
Review Completed by: David A. Dacquisto
THE PLAYGROUND REVERSE CHANNEL LETTERS
Facade: 60 W
J41
x,,N■
South-West Elevation
Location: 9802 NE 2nd Ave, Miami Shores. FL 33138
17 H
Sign Dimentios: 15'- 06" x 4'-04" = 67 Sq. Ft
15'-- 06"
PtaG d
u 4'- 04
iK)Nt,311,1
RF,X17■
' F ,AFT-At
To:e, PAT ^`, ,
•-j t HeUE.
Mt-
A f3,4..A.,i.S
14.T NAt
17, WV,F,
FAT aL
hP- SL Nki
4 r:F.R k.T74
0
t TT .P
' AMP
01;
111tr- ;
Section Thru Reverse Channel Letter
TA1 "R &NCI'
(4
). VANtif
'RANFif ORMF AVFR
Pt12 6PY) 2
AMP DISCONNECT
ANC.E F ■-'1,7Ar.KFT
it.
‘r;a)
12/
ANGLE 2X1Xi" ATTACHED TO WALL
WITH a -" X2 -14" TAPCONS
AS REQUIRED ON CALCULATIONS
N.O.A. 07- 0315.03
I' ALUMINUM THRU BOLT
ANGLE 1- 114 "X1 - 114 "X118"
6063 T5 ALLOY
PLAYGROUND THEATER SIGN
EXISTING CMU WALL
T 9802 N.E. 2ND AVE.
w
.E.D. POWER SUPPLY
GROUT FILLED CELLS
(TYPICAL)
TYPICAL CROSS SECTION (N.T.S.)
NOTES:
1. ALL WORK TO BE DONE WITH THE CURRENT MINIMUM REQUIREMENTS OF THE FLORIDA
BUILDING CODE 2010 EDITION.
2. WIND CALCULATIONS PER ASCE 7 -10 AND FBC 2010
POSITIVE PRESSURE:
NEGATIVE PRESSURE:
46.08 PSF
49.96 PSF
3. ALL ELECTRICAL WORK, INCLUSIVE OF WIRING AND INSTALLATION SHALL BE DONE WITH
THE PROVISIONS OF THE CURRENT FBC 2010 AND NEC CODES.
4, PRIMARY ELECTRICAL SERVICE BY OTHERS
5. ALL BREAKERS AND TIMING DEVICES (IF ANY), SHALL BE IDENTIFIED AT TIME OF
INSTALLATION. SERVICE DISCONNECT AS PER N.E.G. 600-2
6. UNLESS OTHERWISE NOTED, ALL ALUMINUM MATERIALS TO BE 6063 -T5 ALLOY.
7. UNLESS OTHERWISE NOTED OF ANY), ALL STEEL TO BE ASTM A-36
8. WHEN ALUMINUM FRAMES ARE USED, ALL BOLTS AND ANCHORS TO BE EITHER
STAINLESS STEEL (304) AND/OR GALVANIZED. NO EXCEPTIONS TAKEN.
9. ALL WELDING (IF ANY), TO BE 00149 WITH FULL COMPUANCE WITH THE CURRENT A.W.S.
STANDARDS. ELECTRODE SIZES AS NOTED ON DRAWINGS .
10. USE E-5356 ELECTRODES FOR ALUMINUM FRAMES AND E7018 FOR STEEL FRAMES. ALL
WELDING TO BE DONE UNDER THE DIRECT SUPERVISION OF A A.W.S. CERTIFIED
WELDER.
11. FOR ADDITIONAL INFORMATION ON SIGN REQUIREMENTS, REFER TO FBC 2010- 423.10.6
Facade: 60' W
FLORIDA RIM VERN
17 11
TABIO ENGINEERING CORPORATION
CIVIL - STRUCTURAL ENGINEERING CA 09550
140 BUTTONWOOD DRIVE, KEY BISCAYNE, FLORIDA 33149
PHONE: 305 - 772 -7599 FAX: 305- 361 -9376
e -mail: tabioeng @aol.com
OESCRIFITION
PLAYGROUND THEATER
9802 N.E. 2ND AVENUE, MIAMI SHORES, FLORIDA33138
WALL SIGN - REVERSE CHANNEL LETTERS
;cud: AS NOTED
Dams 8Y M.S.
DATE
07/05/2012
CHECKED 8Y M.S.
mesa mutest
o' S -1
TABIO ENGINEERING CORPORATION
CA09550 140 BUTTONWOOD DRIVE, KEY BISCAYNE, FLORIDA 33149
PHONE: 305 - 772 -7599, FAX: 305 - 361 -9176 email: msalazar @tabioengineering.net
PLAYGROUND THEATER
9802 N.E. 2ND AVE
MIAMI SHORES, FLORIDA 33138
REVERSE CHANNEL LETTER SIGN
DESIGN BY : MAURICIO SALAZAR, P.E.
DATE : JULY 05, 2012
FLORIDA LICENSE #55757
Page 1 of 7
MECAWind Version 2.1.0.7 per ASCE 7 -10
Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com
Date : 7/5/2012 Project No. .
Company Name : TABIO ENGINEERING CORP. Designed By .
Address Description : THEATER PLAYGROUND
City Customer Name
State Proj Location MIAMI SHORES, FLORIDA
File Location: Z: \Lyla's Doc \EYE CATCHING SOLUTIONS \PLAYGROUND THEATER \WIND CALCS.wnd
Directional Procedure
All pressures shown are
Basic Wind Speed(V) _
Structural Category =
Natural Frequency =
Importance Factor =
Damping Ratio (beta) _
Alpha =
At =
Am =
Cc =
Epsilon
Slope of Roof
Ht: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Eave=
Bldg Length Along Ridge =
Simplified Diaphragrm Building (Ch 27 Part 2)
based upon ASD Design, with a Load Factor of .6
175.00 mph
II
N/A
1.00
0.01
9.50
0.11
0.15
0.20
0.20
0 : 12
29.00 ft
29.00 ft
3.00 ft
125.00 ft
Exposure Category
Flexible Structure =
Kd Directional Factor =
Zg
Bt
Bm
1
Zmin
Slope of Roof(Theta)
Type of Roof
Eht: Eave Height
Roof Area
C
No
1.00
= 900.00 ft
= 1.00
= 0.65
= 500.00 ft
= 15.00 ft
• .00 Deg
= Monoslope
= 29.00 ft
= 25750 ft ^2
Bldg Width Across Ridge=
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6 *Ht
lzm: Cc *(33 /Zm) ^0.167
Lzm: 1 *(Zm /33) ^Epsilon
Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5
Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm))
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
203.00 ft
= 0.85
= 17.40 ft
= 0.22
= 439.92 ft
= 0.84
= 0.84
0.84
Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/ -0.18
Topographic Adjustment
0.33 *z
Kzt (0.33 *z): Topographic factor at elevation 0.33 *z
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5
Net Wind Pressures on Walls (Table 27.6 -1)
Wall Pressures do not include effect of internal pressure
• 9.57
• 1.00
= 175.00 mph
MWFRS -Wall Pressures for Wind Normal to 203 ft wall
L/B
ph: Net Pressure at top of wall (windward + leeward)
p0: Net Pressure at bottom of wall (windward + leeward)
ps:
pl:
pwh:
pw0:
Side wall pressure acting uniformly outward = .54 * ph =
Leeward wall pressure acting uniformly outward = .38 * ph=
Windward wall pressure acting uniformly outward = ph -pl =
Windward wall pressure acting uniformly outward = p0 -pl =
0.62
41.72 psf
40.21 psf
22.53 psf
15.85 psf
25.86 psf
24.36 psf
Page 2 of 7
MWFRS -Wall Pressures for Wind Normal to 125 ft wall
L/B = 1.62
ph: Net Pressure at top of wall (windward + leeward) = 38.20 psf
p0: Net Pressure at bottom of wall (windward + leeward) = 36.95 psf
ps: Side wall pressure acting uniformly outward = .6 * ph = 23.01 psf
pl: Leeward wall pressure acting uniformly outward = .31 * ph= 11.89 psf
pwh: Windward wall pressure acting uniformly outward = ph -pl = 26.31 psf
pw0: Windward wall pressure acting uniformly outward = p0 -pl = 25.06 psf
See Fig 27.6 -2 for
Parapet wind Roof Pressures
pressures See Table 27.6 -2
Mean roof ht.
Wall Pressures
See Table 27.6 -1
Elevation
Wind
Plan
Net Wind Pressures on Roof (Table 27.6 -2):
Exposure Adjustment Factor = 1.000
Zone Load Casel Load Case2
psf psf
1 .00 .00
2 .00 .00
3 -41.39 .00
4 -36.88 .00
5 -30.27 .00
Note: A value of '0' indicates that the zone /load case is not applicable.
Page 3 of 7
hp
PP
1
Flat Roof
Parapet Wind Loads (Figure 27.6-2):
ph walt pres
from Table 27.6-1
at height h
Load Case 1:
Povh1: Overhang
Povh3: Overhang
Load Case 2:
Povh1: Overhang
Povh3: Overhang
h
Additional toad on MINFRS
from all parapets and .parapet striates
mean roof ht
2.25 times the pressure
determined from Table 27.64
for a height measured to the top
of the parapet 00
Roof Overhang Loads (Figure 27.6-3):
pressure for zone 1
pressure for zone 3
pressure for zone 1
pressure for zone 3
.00 psf
-31.04 psf
.00 psf
.00 psf
Page 4 of 7
Roo re from table
a or
"clod zte�
Parapet:
hp: Height to Top of Parapet = 32 ft
php: Wall Pressure for L/B = 1 at hp (Fig 27.6 -1) = 42.27
psf
pp: Parapet total pressure (Leeward + windward) - 2.25 *php = 95.11
psf
Page 5 of 7
MECAWind Version 2.1.0.7 ASCE 7 -10
Developed by MECA Enterprises, Inc. Copyright 2012 wwww.mecaenterprises.com
Date : 7/5/2012 Project No.
Company Name : TABIO ENGINEERING CORP. Designed By .
Address Description : THEATER PLAYGROUND
City Customer Name :
State Proj Location : MIAMI SHORES, FLORIDA
File Location: Z: \Lyla's Doc \EYE CATCHING SOLUTIONS \PLAYGROUND THEATER \WIND CALCS.wnd
Flat Roof
Interior Zones
-zone -Zara
End Zones
- 2 /Web -Zon
Corner Zones
-Zone 3
Wind Pressure on Components and Cladding (Ch 30 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Description
Width Span Area Zone Max P Min P
ft ft ft ^2 psf psf
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone 2H
Zone 3H
1.00 1.00 10.0 1 18.72 - 46.08.
1.00 1.00 10.0 2 18.72 -77.30
1.00 1.00 10.0 3 18.72 - 116.33
1.00 1.00 10.0 4 46.08 -49.96
1.00 1.00 10.0 5 46.08 -61.66
1.00 1.00 10.0 2H .00 -66.37
1.00 1.00 10.0 3H .00 - 109.30
Notes: 1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6 -3.
2) Max P & Min P = pnet30(from Fig.30.5 -1) * Lambda * Importance Factor * Kzt.
3) If Area <10 then Area =10 or Area >100 then Area =100 for Zones 1, 2, 3, 2H &
3H.
4) If Area<10 then Area =10 or Area >500 then Area =500 for Zones 4 & 5.
Parapets Components & Cladding (Ch 30 Part 4, Para 30.7.1.2)
Pressures taken from Table 30.7 -2 at top of Parapet and multiplied by Exposure
Adjustment Factor (EAF = 1.390), Topographic Factor (Kzt = 1.00) and Reduction Factor
(RF = 1.0). The effective area for the parapet is 10 sq ft [0.929 sq m] to be
Page 6 of 7
• • o
conservative, which makes the Reduction Factor 1.
Windward parapet
Lc d Case A
—11 4 pg.
—!
Wit►
—4 ►
—i pl
—►
J1
-4
-4
Leeward parapa1
Load Case B
Top of paapvt
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)
pl: Positive Wall Pressure on Front of Parapet (Zone 5)
= 61.15 psf
61.15 psf
p2: Negative Roof Pressure on Back of Parapet (Zone 2) _ - 140.37 psf
p2: Negative Roof Pressure on Back of Parapet (Zone 3) = - 191.33 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) = 61.15 psf
p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 61.15 psf
p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -61.15 psf
p4: Negative Wall Pressure on Back of Parapet (Zone 5) _ - 112.06 psf
Page 7 of 7