SGN-12-1251Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 175526 Permit Number: SGN -7 -12 -1251
Scheduled Inspection Date: October 22, 2012
Inspector: Bruhn, Norman
Owner: YEHEZBEL, HAIM
Job Address: 9806 NE 2 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: KLEAN POWER ELECTRIC INC
Permit Type: Sign
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number
Parcel Number 1132060132241
Building Department Comments
INSTALL REVERSE CHANNEL LETTER
Inspector Comments
Passed /0-4)7(,/-
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 8 of 45
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r2
Tel: (305)795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
RECEIVE__
--)1K6 - Aagfill--
UILDING
PERMIT APPLICATION
JUL 0 0 2012
FBC 2010
Permit No
Master Permit " 2 S
Permit Type: BUILDING ROOFING
JOB ADDRESS: /80( iq F 2'4 Nye
City: M 'Siym County: tgunalb_ 33,L3i
Folio/Parcelt
Is the Building Historically Designated: Yes Flood Zane:
Cenier
OWNER: Name (Fee Simple Titieholderkau ore.) Phone*:_321L10- (I -
City: State:
Tenant/Lessee Name: )1I Th Phone4/115/ - 9SS
Zip:
•
CONTRACTOR: Company Name: Q?Wt feeVIAC.. Phonett ,305 46 alsq
Address: _frAci_isL4..) 8s2_51,skAcji9
City: St., LAIN 11 sG,Yis State: 1 L
Qualifier Name: Ale i .4c) Mar09 Phonet -5c0.5 &t5L
State Certification or Registratinn C— 1 300?-06A Crtificate of Competency #:
Contact Photteit . Email Address:
DESIGNER: Architecangireer(1—c&O te. i7111,2„ - Q4ctv___Yhoneii- *5057112159
UDemolition
Tv: 33B,
Value of Work for this Permit: S
Type of Work: OAddition
Description of Work:
LIAlteration
Square/Linear Footage of Work:
eeifVev,
ORepair/Replace
Color thru
**OsPfP811.111.e*V7312*(1***10,0 10i*910***********Feesoitl ' 41*******44113***0*941,#******198sit*
CO/CC $
Submittal Fee Permit Fee $ 7f6F6Lesl CCF $
Radon Fee $ DBPR $ Bond $
Technology Fee $
Scanning Fee $
Notary S TrainIng/Educatlon Fee $
Double Fee $ Structural Review $
TOTAL FEE, NOW DUE
3 `i i 1O • Pj� ci
��Np�t�
q o t. 1: a %
9
& Z
(t j L
STRUCT
PL
EL
%, /il l
91-i,/
MC
BLDG
r,�Y
Bonding Company's Name (if applicabk)
Bonding Company's Address
City State
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 instaltations as indicated. 1 certify that no work or installation has
commenced prior u 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 he secured for ELECTRICAL WORK. PLUMBING. SIGNS,
WEI I'S, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC .....
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 Applicant: As a condition to the issuance of a building permit with an estimated value exceed* S2541, the applicant WW1
promise in good faith that u copy of the notice of iontmencement and construction lien law brochure i1l be delivered to the person
whose property is subject to attachment Also, a certified cop3 of the recorded notice of commencement must be posted at the job site
jar du, first inspection vijb OCCull seven 17, days after the building permit is issued. In the absence of such pasted notice, the
inspection will not be approved and a rein p vion fee nill be eltargeit
9
Signature
Owner or Agent
f.NV1,1
The foregoing instrument was acknowledged be. afore me this 01. The fore .oin , instrument was acknowledged before me this_
day of 200"-by _ 40.1 dvu y eapte- t. d ' .. _ , 201_7(,, by (C0- 1 Inno A AIONsl)
who is -n to me or who has produced who is person-; 1 known m me or who has
fication and who did take an oath.
Si
Contractor
As identification and who did take an oath
NOTARY PUBLIC:
Sign:
Print: 0 t
My Commission Expires:
%ItskO■A:C
NOTARY P
c‘,
Sign
Tea,,L.411444100215:At—,---
hint: cotow., bet11204
M y Cour i
rt assietipillEistS-.56000111,40talsettes
, 4
egli4iO4.1MpP4m104,44,4.3*MtBM431,0*Iti)4.44,54*k4"ist3440,0,P3**fsd,$)***tt*,Ses”Net.444.04.i.B104P4,*
(f4
APPROVED BY
ff-j/42— Plans Examiner
Structural Review
1Revi;A 34121201 2 Mewl Fed Mil ()Xi 11:Rewikrd NV 101213114 gRevited 3) 1 50)(1/
aro.
StelMt93,8,9 .1,41***
Clerk
Permit No: 12 -1251
Job Name:
July 17, 2012
Miami Shores Viiiage
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
1) Provide zoning approval.
2) The attachment detail conflicts for each plan page.
3) The plans must be detailed showing the quantity and spacing of anchors.
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
P-Ax 1 %v(t) 950
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® 7//L
Permit #: 12 °41 1/
Planning & Zoning Critique Sheet
&) 7A 7
Review Completed by: David A. Dacquisto
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Date:
Date:
Permit #: /2— 12S7
Planning & Zoning Critique Sheet
Review Completed by: David A. Dacquisto
MTC REVERSE CHANNEL LETTERS
acade 3O \N
--- East Elevation
Location: 9806 NE 2nd Ave, Miami Shores, FL 33138
N
Dimentios: 11'- 08" x 5'-00" = 58.3 Sq. Ft
46"
11'- 08"
miami theater cen er
EIGNO;NiX (I( IMPE
Nc '4 COPPER REGO IF;
F' rxit r M,TAI C(ONDOIT IN CiPOIINT)
RETURN PATH EXCEEDS 6 4..( 2 CONDUIT
NONME TAN: IC; AND;OR F I ■• CIR:3131.
RECEPTACLE USES CASKETS PAT WI__ IMPAIR
OuND PE I URN I xi .:(114
TiRECE METAL 10 ME-AL CONTACT
:111, fl.A f1RAE(0.
STAND OPE
I OPT IONAI
1.2T. WIDE ALUM
r _AI HAP VA' AS 'ENE
IN; SCR7W OR 10LT & NJT
to Ai 4 pi IX Lrk.
F )(CEP 1 1 RE Cr-, 'r
.1'410 AI LAM
REVER.SE CHANNEL ut I I ER
Le: .th'Ith ,!t1 ,,t11!1(31IN
1-2L. AMP LIEEXC(iNNEL:1
SWI DTA I'N 111I.16■
_1_
5'- 00"
ME IAL I PANSIIOPMER
ROX IC,AI VANI/I E.1)
TRANSFORMER ILED POWER SUPPLY
To PRVARY RV
Or HERS AS PFR (NEC 600-21)
1 2d AMP )(SCONNI C
SWITCH 1IN VIEW)
3
ANGLE P RACKET
dnye dins c red head ardhire
h.'" x
':2
Letter Depth 3
Section Thru Reverse Channel Letter
ANGLE 2X1XX" ATTACHED TO WALL
WITH 16" X2 -14" TAPCONS
AS REQUIRED ON CALCULATIONS
N.O.A. 07- 0315.03
EXISTING CMU WALL
T 9806 N.E. 2ND AVE.
" ALUMINUM THRU BOLT
ANGLE 1- 1/4 "X1 -1/4 "X118"
6063 T5 ALLOY
MTC SIGN
rY
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: 46.08 PSF
NEGATIVE PRESSURE 49.96 PSF
3. ALL ELECTRICAL WORK, INCLUSIVE OF VNRING 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.C. 600.2
6. UNLESS OTHERWISE NOTED, ALL ALUMINUM MATERIALS TO BE 6063.75 ALLOY.
7. UNLESS OTHERWISE NOTED (1F 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 DONE WITH FULL COMPLIANCE WITH THE CURRENT A.W.S.
STANDARDS. ELECTRODE SIZES AS NOTED ON DRAWINGS .
10. USE 6-5356 ELECTRODES FOR ALUMINUM FRAMES AND €7018 FOR STEEL FRAMES. ALL
WELDING TO BE DONE UNDER THE DIRECT SUPERVISION OF A R.W.S. CERTIFIED
WELDER.
11. FOR ADDITIONAL INFORMATION ON SIGN REQUIREMENTS, REFER TO FBC 2010.423.10.6
Facade '2 0 W
mt.& thester crate
2
,j
TABIO ENGINEERING CORPORATION
CIVIL - STRUCTURAL ENGINEERING CA 09550
140 BUJ rONWOOD DRIVE, KEY BISCAYNE, FLORIDA 33149
PHONE: 305 -772 -7599 FAX: 305 -361 -9376
e -mail: tabioeng @aol.com
TA6I ENG NEE
ORATION
RORId►REG. MOW
PROACT
MTC - MIAMI THEATER CENTER
9806 N.E. 2ND AVENUE, MIAMI SHORES, FLORIDA 33138
DISESCRIPTION
WALL SIGN - REVERSE CHANNEL LETTERS
SCALE AS NOTED
DRAWN M.S.
07/05/2012
can' M.S.
PUMA; MIAMI
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
MIAMI THEATER CENTER
9806 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
CAWind 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 : MIAMI THEATER CENTER
City Customer Name :
State Proj Location : MIAMI SHORES, FLORIDA
File Location: Z: \Lyla's Doc \EYE CATCHING SOLUTIONS \MTC \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= 3.00 ft
Bldg Length Along Ridge = 125.00 ft
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
Exposure Category
Flexible Structure =
Kd Directional Factor =
Zg
Bt
Bm
1
Zmi n
Slope of Roof(Theta)
Type of Roof =
Eht: Eave Height
Roof Area =
Bldg Width Across Ridge=
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
203.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gust1: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 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))
= 17.40 ft
= 0.22
= 439.92 ft
= 0.84
= 0.84
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 =
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
▪ 9.57
• 1.00
• 175.00 mph
Net Wind Pressures on Walls (Table 27.6 -1)
Wall Pressures do not include effect of internal pressure
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: Side wall pressure acting uniformly outward = .54 * ph =
pl: Leeward wall pressure acting uniformly outward = .38 * ph=
pwh: Windward wall pressure acting uniformly outward = ph -pl =
pw0: 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
L/B
ph: Net
p0: Net
ps:
pl:
pwh:
pw0:
Pressure
Pressure
for Wind Normal to 125 ft wall
at top of wall (windward + leeward)
at bottom of wall (windward + leeward)
Side wall pressure acting uniformly outward = .6 * ph =
Leeward wall pressure acting uniformly outward = .31 * ph=
Windward wall pressure acting uniformly outward = ph -pl =
Windward wall pressure acting uniformly outward = p0 -pl =
See Fig 27.6 -2 for
Parapet wind
,pressures
Roof Pressures
See Table 27.6 -2
Mean roof ht.
Wall Pressures
See Table 27.64
61evtion
Wired
—$11.
Plan
Net Wind Pressures on Roof (Table 27.6 -2):
Exposure Adjustment Factor
Zone
1
2
3
4
5
Load Casel Load Case2
psf psf
.00
.00
- 41.39
- 36.88
- 30.27
.00
.00
.00
.00
.00
1.62
38.20 psf
36.95 psf
23.01 psf
11.89 psf
26.31 psf
25.06 psf
1.000
Note: A value of '0' indicates that the zone /load case is not applicable.
Page 3 of 7
Flat Roof
Parapet Wind Loads (Figure 27.6 -2):
Additional toad on MWRS
----• from all parapets anti parapet surfaces
ph wall pressure
from Table 27.6-1
at height k
Load Case 1:
Povh1: Overhang
Povh3: Overhang
Load Case 2:
Povh1: Overhang
Povh3: Overhang
mean roof ht,
pE, _ 2.25 times the pressure
d terteii7••ted from Table 27.6 -1
for a height measured to the top
of the parapet (AO
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
RR F Ow. plc fare 1 €r t rabic
Zon4- d Or as apPlicrakile
lea Of' • -
Parapet:
hp: Height to Top of Parapet
php: Wall Pressure for L/B = 1 at hp (Fig 27.6 -1)
psf
pp: Parapet total pressure (Leeward + windward) - 2.25 *php
psf
= 32 ft
= 42.27
= 95.11
Page 5 of 7
MECAWind Version 2.1.0.7 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 : MIAMI THEATER CENTER
Customer Name :
Proj Location : MIAMI SHORES, FLORIDA
City•
State•
File Location: Z: \Lyla's Doc \EYE CATCHING SOLUTIONS \MTC \WIND CALCS.wnd
FIat Roof
Interior Zones
- MO -Zen
End Zones
Roofs -Z nalWah -Zan
II Corner Zones
ire - e3
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 1.00 1.00 10.0 1 18.72 -46.08
Zone 2 1.00 1.00 10.0 2 18.72 -77.30
Zone 3 1.00 1.00 10.0 3 18.72 - 116.33
Zone 4 1.00 1.00 10.0 4 46.08 -49.96
Zone 5 1.00 1.00 10.0 5 46.08 - 61.66
Zone 2H 1.00 1.00 10.0 2H .00 -66.37
Zone 3H 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
conservative, which makes the Reduction Factor 1.
Wiud.ward parapet
Load Case A
—lbw pa
'UM
Leeward parapet
Load Case B
Top of parapet
ap et
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)
p1: Positive Wall Pressure on Front of Parapet (Zone 5)
p2: Negative Roof Pressure on Back of Parapet (Zone 2)
p2: Negative Roof Pressure on Back of Parapet (Zone 3)
= 61.15 psf
61.15 psf
= - 140.37 psf
= - 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