WS06-2784Issue Date: 11/15/2006
Owner's Name: CARMEN GROSS
Permit Type: Windows /Shutters
Work Classification: Door Replacement
Job Address: 1051 92 Street NE
Miami Shores Village, FL
Additional Information
Building Department File Copy
Applicant Signature
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 05/14/2007
Contractor(s) Phone
MIAMI DADE OVERHEAD DOOR INC
Primary Contractor
Yes
Type of Work:
Additional Info:
No of Openings: 2
Classification: Residential
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 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Permit Status: APPROVED
Permit Number: WS -11 -06 -2784
Phone:
Parcel #: 1132050160010
Block: Lot:
Section: PB:
Total Square Feet: 0
Total Valuation: $ 1,200.00
Required Inspections
Fees Due Amount
CCF $1.20
Education Surcharge $0.40
Permit Fee $120.00
Scanning Fee $6.00
Technology Fee $3.00
Total: $130.60
Invoice Number
WS - 11 - 06 - 26735
Total:
C 1X25
Amt Due
$130.60
Amt Paid
NOV 2 7PAID
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
replace two garage door
30 1 8 ltl°1
Passed (
1:7;
Inspector Comments
Failed
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled
re-inspection fee is paid .
until
• • - 3 7 2 . 19
Inspection Date: 01/17/2007
Inspector: Grande, Claudio
Owner: GROSS, CARMEN
Job Address: 1051 92 Street NE
Project: <NONE>
Contractor: MIAMI DADE OVERHEAD DOOR INC
Building De artment Comments
Tuesday, January 16, 2007
Miami Shores Village, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Block:
Phone Number
Parcel Number 1132050160010
Lot:
Page 1 of 1
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle)
Owner's Name (Fee Simple Titleholder)
Owner's Address
City Miami Shores State
Tenant/Lessee Name
Job Address (where the work is being done)
City
FOLIO / PARCEL #
Miami Shores Village
Is Building Historically Designated YES
1051 N.E. 92 Street, Miami Shores, Fla. 33138
Contractor's Company Name Miami Dade Overhead Door Phone# 305 - 820 -3300
Contractor's Address
City Hialeah
Qualifier Name
Submittal Fee $
Notary $
Scanning $ 7 on
Bond $
Structural Review. $
7225 West 3 Court
Walter Dziedzic
State Certificate or Registration No. Certificate of Competency No. n 5 R S 0 0 6 2 0
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
1200.
Type of Work: ['Addition ['Alteration ['New
Describe Work: Rep1 are twn (2) Ca rage nnnrq
******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ / CCF $ )'20 CO /CC
Training/Education Fee $ (2 -AO
Radon $
Code Enforcement $
Miami Shores Village 111
Building Department ca
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
NOV 1 4 2006
BY: - - - V --- - - - - --
Electrical
Robert Gross
F1
NO
State F1 a .
DPBR $
Permit No. \ J\.
aster Permit No.
Plumbing Mechanical
1051 N.E. 92 Street
Double Fee $
Phone# 305 - 751 -6555
Zip 33138
Phone #
County Miami -Dade Zip
Zip 33014
Phone# 305 —R20 -1300
Phone #
Square / Linear Footage Of Work:
Repair/Replace
Technology Fee $
See Reverse side —>
Total Fee Now Due $ /13a6)()
S 06
Roofing
❑ Demolition
Zoning $
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
inspection will not be approved and a reinspection fee will be charged
Sign:
Print:
My Commission Expire
* * * * * * * * * * * * * * * * * * * *
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature
Owner or Agent
The foregoing instrument was ac owledged before me this l�
day of AI C(.1 , 20 CC, by ) -44 S
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Signatur
NOTARY PUBLIC:
Contractor /!
The foregoing insst ment was acknowledged before me thiS� 7�
day of / / ,Citi / " 1 Z 1'J 1L
who is personally known to me or who has produced t.,1)
as identification and who did take an oath.
L &/' /zlar/
rr�r
44 M Y COMMISSION # DD561769
. " / EXPIRES: July 07, 2010
'.., r C
Sign:
Print:
My Commission Expir
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * -
r tip"`'"': ;; LOURDES G. QUESADA
:.: MY COMMISSION # DD 381861
*fir P4R i*Bet a'0*20 WY' *
b; ' bonded Thru Notary Public Underwriters
Plans Examiner
. Engineer
Zoning
imam
M I A M I•DADE
NOV 1 4 200f
BUILDING CODE COMI'LIANC FIC
PRODUCT CONTROL DIVISION -
Clopay Building Products Co.
8585 Duke Blvd.
Mason, OH 45040
NOTICE OF ACCEPTANCE (NOA)
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has .:: v ed by Miami -Dade County Product Control Division and accepted by the Board
of Rules and Appeals, 414). -t� un Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not ration date stated below. The Miami -Dade County Product Control Division (In
Miami Dade County d/o +e i r s other than Miami Dade County) reserve the right to have this . product or
material tested for 4r a s. If this product or material fails to perform in the accepted manner, the
manufacturer will in r t e - ' �,_ s - c sting and the A1-li may immediately revoke, modify, or suspend the use of such
product or material ''�hn t :r: n iction. ORA reserves the right to revoke this acceptance, if it is determined by Miami-
Dade County Product tr tvi'n that is product or material fails to meet the requirements of the applicable building
code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83. S4A. 93, 94. H93 & H94 ", dated 11/18/96
with last revision on April 2003, sheets 1 of 1, prepared by Clopay l3uilding Products, signed and scaled by M.W.
Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the
applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,
use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales.
advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA
shall be cause for termination and removal of NOA.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum. of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year. the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
2S000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall he done in its
entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be
available for inspection at the job site at the request of the BuilrlinL! Official.
This NOA renews NOA # 01- 0326.01 consists of this .age • . y „ _., I document mentioned above.
The submitted documentation
SUBJECT TO COMPLIA E WITH ALL
STATF AND COUNTY RULES AND REGULATIONS
MIAMI -DADE COUNTY, FLORIDA
METRO - DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
06 "2'1 75 - 2901 FAX (305) 375 - 2908
NOA No 03- 0428.04
Expiration Date: August 21, 2008
Approval Date: June 5, 2003
Page 1
DOOR
HEIGHT
- L"
:RACKET PLAC M
NTS
6'0 TO
7'0
�I�(�
7'6" TO
l�)�
5
9'0'
ION'
6
..1
10'9 10
12'0'
7
flmit3r
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se=
tlS114
IISIMM•�Q1l17i
111 11111 11111 1111. 1111.
d0
I�.I
1 5
111311LL1111e/WIQ7IMINUJIMIIIIII
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.111 1111111111
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max11matrustram 34
?
EP 11
DOOR
NUMBER OF
HEIGHT
SECTIONS '
6'0 TO
7'0
4
7'6" TO
8'9
5
9'0'
ION'
6
..1
10'9 10
12'0'
7
M A X UUUM Mt1UM l I L -U
(EXTENDED HEIGHT MODELS H83, H94)
I!
1
I
I I
( T'j
1
I i
111 11111 11111 1111. 1111.
LI
I�.I
1 5
\
T
11
III!
.111 1111111111
1111 1111 FT1I I 111&
y111
a
n
11
In IBM
11
TIE
I
Gj LOCATION OF OPTIONAL VENTS L
MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH 9' 0'
1 1 1 1 1 1 e n., 11.1,u e n 0% al 11.1 n..e urc u ,u n c l., d
0.6 't6 'Vt9 'E9 slXaor/ 1H913H ONVOHVLS)
- a • IHn1iw Mnnn •xrw
It
I I
I I
If
•
I
LI
I�.I
1 5
11
III!
.111 1111111111
-- �..�.
a
11
In IBM
11
TIE
LOCATION OF OPTIONAL VENTS
mMAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH . 9' Cl"
MODELS 83, 84A. 93,_ 94. H83. H94
TABLE 1
END STILES ATTACHED TO DOOR SKIN wow PATENTED
TOG - - LOC SYSTEM (TOP. BOTTOM. & CENTER)
ONE INTERMEDIATE
ATTAC EDWITH TOG -L-1 C BETWEEN EACH
(TOP BTTO ) SS
AND URETHANE ADHESIVE (ALONG CENTER)
INSIDE FT NATION
• SECTION ARE EITHER 18 OR 2t' HIGH
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO ROOD JAMB WITH
(3) 5/16 ".1 - 5/8" WOOD LAG SCREW..
TRACK CONFIGURATION
2' CALV. STEEL TRACK,
TRACK THICKNESS: .060'
A
SEE END HINGE
DETAIL.
SEE INTERNED. HINGE
DETAIL.
TWO POIar LOCKING
INTO TRACK PER
SFBC /8 MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
GYP. 2- I/2 - .12 GA. GALV. STEEL TRACK BRACKET. PE /././//f ./
( TRACK BRACKETS R SIDE ( TO 8' MGHI. / (/
(6) TRACK BRACKETS PER SIDE (UP TO 12' HIGH). /A
END 1 j/ LOCK BOLT
( INTO ENGAGES
STILE
R VERTICAL
TRACK. ONE INTER.
LOCK ON STILE
EACH SIDE
OF DOOR. OUTSIDE
INSIDE SI IDE BOt T HANDLE
LOCK OPTION
/
- END STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG - -LOC SYSTEM (TOP. BOTTOM, .5 CENTER)
INSIDE FT FV�ION
OUTSInF KEYED !TICK
I OCK RAP. I TICKING
2.6 WOOD JAMB
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/15'.1 -5/8
WOOD LAG SCREW PER BRACKET.
?REPARATION OF JAMRS BY OTHERS
•
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
ENO
STILE
LOCK
BAR •
GUIDE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF OCOR.
- A
2 GALV. STEEL TRACK -�
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4 BOLT A NUT T D
TwO I /A' RIVETS.
JAMB CONFIGURAFIQLI
.M1.1 E.: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
INTER. STILE
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR
(SEE LOCK OPTIONS)
C3 - 04 -S .G
I> Ti9191 DCUK
SNAP LATCH ENGAGES ' YITKLI IrI Coning
ONTO VERTICAL TRUCK. 'Dir41o0
ONE SNAP LATCH ON -7
EACH SIDE OF DOOR.
OUTSIDE -! END
KEYED ,! STILE
HANDLE
INSIDE HANDLE
OUISIOE KFYFTT LOCK
SNAP IATCH I .K OPTION
24 GA. MIN. G- AO LAIN. GALV. STEEL
(MIN. YIELD STRENGTH: 28 KSI.
DRAWING OUALRY) WITH PRIMER AND
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
(A) /14.5 SHEET METAL SCREWS
0
00
O
(. ) 1/4'.3/4' SELF TAPPING SCREWS
T A GA. FNn HINGE
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
20 GA. GALV. STEEL INTER. STILE
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE W /(A)
EACH /14.5 /8" SHEET METAL SC
REWS. 7/16 PUSHNUT INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED DOOR OPERATION.
14 GA. GALV. STEEL END HINGE
FASTENED TO END STILES W /(•) EACH
\...
114.3/13"
/4' ,13/4' SELF TAPPING SCREW (4)
2' STEEL ROLLER.
CESIGN ENGINEER:
I /ARK W. WESTERFIELD
FLORIDA REGISTRATION No. 4B•95
MECHANICAL ENGINEERING
Fr, ' P T. , r:WED
. the Florida
18 GA. INTERMEDIATE HINGE
CI ®pay CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE BLVD.
MASON. OH 05000
Building Products (513) 770 - 4500
Company
•
INSTALLER RETAIL
MODEL MODEL DESCRIPTION
93, H93 83 2. GA. STEEL SKIN; 18 GA. STEEL END STILES
9. HRA B4A 24 GA. STEEL SKIN. 18 GA. PAINTED STFEI ENO ST)fs
•- ALL DOOR MODELS ARE RAISED PANEL EMBOSS
THE 2.5 VERTICAL WOOD JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2.6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
1 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE t /4'.t -3 /A EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN B" FROM BOTTOM
ANTI 16' O.C.. gE WI TH 3/8'.4 (1 -3/4' EMBED)
RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8'
FROM BOTTOM AND 24 O.C.
DESIGN LOADS: +42.0 PSF & - 48.0 PSF.
PLOT 1..2
1/18/9E
- 2 THICK
SECTION A -A
12 CA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
/14,15 /8 SHEET METAL
SCREWS,
SHIP LAP JOITITS.
14 GA. CALV, STEEL
END HINGE. EACH
FASTENED TO END
STILES W /(4) 114.5/8"
SHEET METAL SCREWS
k (4) 1/4' SELF
TAPPING SCREWS.
2- 1/4 - .20 GA. GALV. STEEL
U -BAR. TWO ti -BARS PER
SECTION. EXCEPT 3RD SECRON
WHICH HAS ONE U -BAR.
U -BARS MADE FROM BO 651
STEEL. EACH U -BAR ATTACHED
W /(2) 1/4',3/4' SELF
TAPPING SCREW PER STILE.
�- 13 GA. GALV. STEEL BOTTOM
BRACKET. ATTACHED W /(2)
/14.5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION
A VINYL WEATHERSTRIP.
0/130 w.m. 1 9 • 12'011
... DOOR MODELS:
83. 8.A. 93, 94. H93. H9.
101702 -2A
I +3