WS-09-1983Project Address
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Submittal Fee
Submittal Reversal Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$110.00
$6.00
$50.00
($50.00)
$0.80
$117.60
Address
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Parcel Number
833 96 Street
Miami Shores, FL 33138-
1132060142800
Block: Lot:
ALVARO MORALES
Phone
ALVARO MORALES
FL
(786)236 -5975
\fir " .af5eaY:u;tta,Yl�i' .4 , ' - r >N�bY.r�
Type of Work: GARAGE DOOR
No of Openings: 1
Additional Info: IMAPCT
Classification: Residential
Invoice #
WS•12 -09 -36537
WS -12 -09 -36537
Total Amt Paid Amt Due
$ 117.60 $ 67.60
$ 117.60 $ 117.60 $ 0.00
Applicant
Cell
For Inspections please call:
(305)762 -4949
Available Inspections:
Inspection Type:
1
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.
December 09, 2009
Date
December 09, 2009 1
BUILDING
PERMIT APPLICATION
FBC 20 en
Permit Type
ROOFING
Owner's Name (Fee imple Titleholder) Alu -pxo A. Phone # 78G 23‘ 541
Owner's Address 833 1.9 q f• STr
City st►ones State P - t
Tenant/Lessee Name
Email Pi(04o1 -
Job Address (where the work is being done)
Is Building Historically Designated YES
Contractor's Company Name o w v, e 1
Contractor's Address
833 N E" qfc. 8Ti r •
833 ME 9G STr-
'ContactPhone 7gG - 216 $415 E -mail
Double Fee $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Violation date:
Perm, ..,.11\6 .� ICI
Master Permit No.
Zip 33138
Phone #
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
City ;, Ino r es State Ftov+ a A Zip 33 13 8
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
�t tO9tOnvte►
Architect/Engineer's Name (if applicable) Phone #
Structural Review. $ Total Fee Now Due $
Z i p _3 3 13 8
NO Flood Zone
Phone# 7 • 3rD S415
See Reverse side -+
tii) , V.424- m".2.1 C c A v++ o
Value of Work For this Permit $ SD. 00 Square / Linear Footage Of Work:
Type of Work: ['Addition ['Alteration
Describe Work:
[New ❑ Repair/Replace ❑ Demolition
DEC 0 3 F
„
.. a .. * * * ** - , ******* * * * * * * * * * * * * * * * * * * * * * * * * * * e�** *, * * * * * * ** ** * * * * * * * * * * * * * * * * * **
. ]�� (�
Submittal Fee $ • Permit Fee $ t � , + V V CCF $ V • (Q CO /CC $
Notary $ Training/Education Fee $ 040 Technology Fee $ 0
Scanning $ CQ + &J Radon $ DPBR $ Bond $
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..
Signature 'J `
The for in instrument was ackn s wledged before a this The foregoing instrument was acknowledged before me this
day of _, by 1✓ + 1 ( of ,
who is ► : rsonally known to " r who has produced 1 who is personally known to me or'who has produced
cation and who did take an oath. as identification and who did take an oath.
NOT Y PUBLIC:
Print:.
My Commission Expires:
(Revised 07 /I0 /07)(Revised 06/10/2009)
s
-- sr" ) ... -so . ?I. /
Owner or Agent Contractor
tio
cfot,
APPROVED BY i,�y :,,/.°� 7;C: Plans Examiner Zoning
Engineer
Signature
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
2L02 checked
OWNER BUILDER DISCLOSURE STATEMENT
NAME: At.a,0 O@oVales DATE: as -oa- Zoos .
ADDRESS: RI; PE ' ‘ by. v ;1 ; shove e , r- L . 1'3
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
•
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial it/ C.
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial c-
3. I understand that as an owner builder, I am the responsible party of record on a permit. 1 understand that 1 may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on
permits and contracts.
Initial /La-
4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease, which violates the exemption.
Initial +.tc-
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial 0jLC
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initial L
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial C-
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by at applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http://vvww.mvtloridalicense.comidbor/Droicilbiindex.html
Initial ,4 tC
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial 4 4 4 -C-
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible, for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this a
By Alvaro J • dbni.t.t.S w ho was rsonall known to me or who has
Pe Y
Produced there License or 1 50
OWNER
Initial 4
Initial .4a
Initial *IC
day of OQ.0 , 20_
2' • • Odentification.
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NOTARY
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9
•
Florida Building Code Garage Door Windload Design Pressures Report # DPR- 091119 -A -01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami -Dade County.
Address: Alvaro Morales
833 NE 96 ST
Miami Shores, FL 33138, Miami -Dade County
Garage Opening Size: 8' 0" x 7' 0"
Mean'Roof Height: Less than 15' Roof Slope: Not provided :(use greater than 10 degrees)
Measured Minimum Building Dimension: 63' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 6' 3"
Positive Design Load: +41.3 PSF Negative Design Load: -45.2 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated Toads:
Clopay 11aptlel 84A/93/94W9, 8'0" x 7'0 ", Approval # 08- 0724.04, Dwg # 101706, Windload Capacity: +62/ -72 PSF.
•• •
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11/20/2009
As 4,7
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� difirdbove area are based upon the measurements listed above for "enclosed" buildings, and
• d r oe ing installed meets the requirements of Section 1626 of the 2007 Florida Building Code for
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final determiner of the suitability of the garage door connections for the particular building or home at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
S ott Ha ilto ''.E.
Flo ': ' .E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
APPROVED
?ONIN , DEPT
DI. DG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAI.
STA TP onuNTY Paul �5 Anil
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by.the
Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Division that this 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 Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Steel Sectional Garage Door up to 9' wide w/ Optional Impact Resistant Lites
'aPKOVAI.DQCUMENT: Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist.
Liter "; sheet 1 pf 1, fated 11/18/96, with last revision 7, dated 07/2008, prepared by Clopay Building Products
' Cueuil ny, sib and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notre 5f 84ceptance member and expiration date by the Miami -Dade County Product Control Division.
• MISSILE 1MPAGT RATING: Large and Small Missile Impact Resistant
:LAMMING: Ea1i 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.
' 12I '$WAL'oftbic 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.
� TERMINATI(IN of this NOA will occur after the expiration date or if there has been a revision or change in the
male& s, use, and/or manufacture of product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertsing orany other purposes shall automatically terminate this NOA. Failure to comply with any section of
tliaA 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 Dada 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 34900 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 displayed in advertising literature. If any portion of the NOA is displayed, then it shall be 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 Building OfficiaL
This NOA revises NOA # 03 - 0520.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 372 -6339
www.miamidade.gov/bnldingcode
NOA No 08- 0724.04
Expiration Date: September 25, 2013
Approval Date: August 28, 2008
Page 1
•
Clopav Budding Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. . DRAWINGS
1. Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact
Resist. Lites ", sheet 1 of 1, dated 11/18/96, with last revision 7, dated 07/2008,
prepared by Clopay Building Products Company, signed and sealed by Scott
Hamilton, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94
•
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of Clopay 9'x 8', 24 ga.
• •••• steel garage door Model 94W9. with windows, prepared by American Test Lab, Inc., •
• • • • Te$t Report No ATLNC 0610.01 -08, dated 07/16/08, signed and sealed by David W.
• • • • • • • • • Jol2nson, P.E.
• • • • 2. •Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
• • • • . • p ared by Stork Materials Technology, Test Report No. 3016044 - 63365, dated
• •
• • • • • .1 • •01, 6 signed by John D. Lee, P.E.
•• • ••••
• • • • •
• • •• ••••
C• CAEiTIONS
• • 1. • • 'lab anchor calculations, complying with FBC -2004, prepared Clopay Building
• • • •rgducts Company, dated 07/22/08, signed and sealed by Scott Hamilton, P.E.
•
• •
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E -1
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 08-0724.04
Expiration Date: September 25, 2013
Approval Date: August 28, 2008
•
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Clopay Building Products Company
• •. • ••••••
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CER 1
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04 /06, signed by Rafael E.
Droz -Seda, P.E.
2. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC
Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/06, signed by
Joseph L. Dolcbari, P.E.
F. STATEMENTS
1. Statement letter of conformance issued by Clopay Building Products Company, dated
07/18/08, signed and sealed by Scott Hamilton, P.E. •
•••• 2. Statement letter of no financial interest issued by Clopay Building Products Company, • • • • • • • • pate 07/18/08, signed and . sealed by Scott Hamilton, P.E.
• •
• • • •
• •
•: •' 1. : • 11Totice of Acceptance No. 03- 0520.03, issued to Clopay Building Products Company,
• • • • • • +approved on 09/04/03 and expiring on 09/25/08. •
E -2
• Carlos M. [Jtrera, P.E.
Product Control Examiner
NOA No 08-0724.04
Expiration Date: September 25, 2013
Approval Date: August 28,2008
._
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•
CLOPAY MODELS 84A. 9 94. 98: IDEAL MODELS 4RST. 4F: HQf
ID OA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WON ATFMEO 700 -1-LOC SYSTEM `a AT TIP
& (0) ALONG =WOE EDGE OF 21" SECTIONS) AND SEPARATE IR 0A. CAM INNER DOUBLE END 071100 0.
ONE IN000800A 6En1E
TE STILE ER EACH EMBOSS LOCATION ARMS 700 -L -IOC SYSTEM (TOP & 601) AP0) URETHANE ADHESIVE (ALONG CE NTER
( MAX SI 60 NO CHES �IFS.® •
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TRACK CONFIGURATION
pooRS UP TO ;'0" HI0H
HORIZONTAL TRACK SUPPORT BY
wort INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
10"
13 GA GALV. STEEL FLAG BRACKET.
76" (7 & 8'0" H DOORS ONLY)
2' LAW. STEEL TRACK.
TRACK THICKNESS: 0.03',
1YP. 2- 1/2'012 0A UAW. STEEL TRICK BRACKETS
• IRO
(B TRACK BRRS PER 610E FOS 000 UP TO 2'0' ).
(7 TRAg( MOTS PER 800 F08 DOORS 2'3' 10 B'0' mom).
Don TRACK BRACKET ATTACHED TO GOOR JAL0 OOH (1)
5/18' X 1 -8 8' LAO SCREW.
TRACK A1TAC TO EACH RA= HRH 1/4"X8/8'
24' BOLT A NIO, op 1040 1/4' RIVETS.
-1/2"
1'Y!yti
S I
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ONE ROW of IMPACT - RESISTANT GLAZING IN EWER 705 00C1ION (SHOWN) DR NEXT -TO-T j0 TOP• • • • • • •
SECTION (NTT SHOWN).
GLAZING I INACTON 1 ma • 00 .i.0* 8U*2t ' • • • • • •
1 .814 APPR0VEO O02 PLASTIC N ACCORDANCE • • 8* • • • • • •
SEE SECTION B -R FOR ASSEMBLY D • , S TION• B • Q L 0 � / •
LOCK POSITION (BOTH (BOTH SIDES). SEE
LAYOUT OF EACH LOCK FOR DETAILS.
(4) 01405/6' SHEET
METAL SCREWS
OPTIONAL DECORATIVE
SNAP -84 000007.
(2) 1/4 "63/4" SELF
TAPPING SCREWS MF11
14 DA Fun HINOF 1R GA, INTFR1ATF HINGE
VIEZY A'' VIEW
- TRACK CONFIGURATION ABOVE THE DOOR OPENING
DOES 1407 AFFECT THE WINO LOAD RATING.
0.188
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IMPACT RESISTANT
ONE -PIECE 0550 ON
ROMEO GE LIMAN
SL52432T FRONT
FRAME & 0182075.
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6L FR 80 E
BIOR4uRn. 8!1501[ •GIANT
(80001 811®. 006 AND /8A1G).
POLYSTYRENE 6078 104
FASTENED 70 FRAME WITH
(10 5X3 PPAN HERO
2 1/2 12 GA. GAIN. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMS
WITH 5/1811 -0 /5` LAO SCREWS
2 GALV. STEEL TRACK FASTENED 10
12 OA COW. STEEL TRACK BRACKETS.
TRACK ATTACHED TO EACH BRACKET
WITH ONE 1/4708/8' SOLT & NUT.
OR TWO 1/4" RNE15.
12 "1-1
,b L
3 -1/2"
H0R2
TRACK CONFIRM/WON
...RS UP 70 18'0" HIGH
DOOR C UNTE UNTER R BALANCE
13 0A. GALV. STEEL FLAG BRACKET.
TRACK C(NFHIURADnN
r 0µM. Stan. mac.
TRACK
71200052 0083'.
INSTAi SUN)
REQUIRED ON
DOORS OVER
8' HUSH •
B M A . 2- 0/x112 17/6 OqV. 804:. TRACK
0401 TRACX BRACIET AITA0408 TO DOOR
JN18 501 (1) 6/10' X 1 -8/8' LAO
TRACE SCREW.
AT1AC160 To EACH BRACKET WITH
4 • �e/ 8007 & NIB. OR TWO 1/4'
12 " -1
P ,'�'
PAWN
LAMM Mini
E7.
SHUN
ICLAI
Lam
1M.
Hi 1 L N1
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF ODOR.
END
STILE
INSIDE HANDLE
0111(1070 . KEYED LOCK
SNAP LATCH LOCK OPTION
6
WINN
® u1®payl
Building Products
Company
01110.-x, U 1011*.
INTER. / LOCK TEAR LOCK OPTION
STILE
1Naf0F a1 I1F BOLT
LOCK OPTION
STILE
LOCH
BAR
GUIDE
LOCK BAR
ENGAGES
TRACK ON
EACH SIDE
OF DOOR.
SURE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON EACH
EDE OF DOOR.
24 GA. (.0230" MIN. THICK) DES STEEL
EX7ER0 SKIN WITH 0 -40 GALVANIZING.
• BAKED -ON PRIMER AND A RAKED -0N
• POLY15IEN PANTED TOP COAT APPLIED TO
ROTH SIDES OF STEEL SKIN. (ASTM Na 0653).
OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT)
16 GA MN. GALV. STEEL. END STILE
18 OA. GALV. STEEL ODU8LE END STILE
20 G8. 041.0. STEEL ORER. STILE. (I) INTER.
STILE AMMO EACH EMBOSS.
15 04, 0A1V. STEEL CENTER 10180
FASTENED TO LATER. STILES W /(4) EACH
01440/6" SHEET METAL SCREWS.
7/18' PUSHMIT FASIWER INSTALLED
ON R OLLER 800051MLICFEO
DOOR OPERATION.
MU ER
14 a GALV: pp STEEL ROLLER HINGES FASTENED TO ENO STILES
T� ROLLER METAL SCREWS AND (2) 0/4" SELF
2' STEEL LANG STEM ROLLER.
AMR CONFIGURATION '.
,JAMB TO SUPPORTING STRUCTURF ATTACHMFNT
HOT TO BE DUO FOR *TTAC14GNl 01 TRACK
CLOPAY 8R4DING PRODUCTS COMPANY
0888 DUKE BLVD.
MASON. 011 48040
(813) 770 - 4600
Mato O.
q1. IMi laeflm.
7 0/1 4Dn VFM 5177. ADO D -RD
T 1/0 t T 11-401 MIN 5(40 G -RD
a 4/9!01 one FYIFADIFD OrlVNt AMINO
R /00000 RPVIONI LOCK NOV
B 0/2004 MOM °MONO IMO • INGRFASF MOON I ILIAD
7/a
ROAM MAN NT, MIN MD 400F0 411*
mum fa.
2' THICK
SECTION A -A
) 12 OA. ITALY. STEEL TOP
ROLLER BRACKET
2 -1/2' X 2- 3/8'x.
EACH BRACKET ATTACHED
W /(4) 004NS /8
METAL 5CREW3. " SHEET
SHIP LAP MINIS.
14 GA. GALV. STEEL
ENO HINGE. EACH
FASTENED TO ENO
STILES W /(4) 01405/8"
SHEET METAL SCREWS
& (2) 1/4" SELF
TAPPING SCREWS.
ONE 4" TALL, 16 GA
C- CHANNEL PER 00004
SECTION. ATTACHED WITH
TAP PING S CREW P R
CENTER AND ENO STILE
LOCATION.
1 -1/4" WIDE X 16 CAL GALV.
STRAP. (3) MN. PER scam
(SEE INSIDE
STRAP ATTACHED WITH ) (3) EACH
1/013/4" SELF TAPPING
SCREWS (TWO TO DOOR, ONE TO
C- CHANNEL).
13 GA GALV. STEEL BOTTOM
BRACKET ATTACHED WITH (2)
14X0 B" SHEET METAL
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
Th. two FR011 T COOS IS TRANSFERRED TD THE 108110 N0 THIN FROM THE 1RA0K TD THE Sib aam=.v. SYP (0.000 11 OR 8E1T0) JAMDO RD LOAD
FROM THE ODOR IS TRASEIFEITRES 10 1X0 ODRGONdt OOP) JAHR.
R. AU. OA FASIO®0 WY Si (8U1 ARE 000 R0*MRED FO RC) COUNTOISIOIX TO PRDO0Z A PUSH 00101050 SWAM
1. A 1 SIRE88 20100460 FOR two LOAD 000 SE 10E0 DI 110 Ctt00A1WR oP ALLO.A818 MMES FOR ANC/100 ANG' FAasTaas PDK 5100. =ewe Toro
ILI rig 1 08 808 WALL RE MAIM SOLO ET NOT LESS OG0 (51 L4 (OPENINGS UP TO AVM DR (3) LS muss 0 LIPID 18 PRESSURE
TOMO STA (0 / BOO 07 A STBWS GRADE mow. NOT 1.588 THAN 1200 mow. EXTREME PM SS Ramos 6 SOIL TOLLS TO TIE INAIS.
BE FROIA rooms DI GC I I OR RFTE
DI . I R w f n . moo mug BNML 80 NMNDREO 10 ORWIT RLORORCEO KO= 5741 cONCIG19 =AWL BLOCS WALL CREW SHALL 8E POLL[ HUH TO ;DOTING PER BAL OR CONCRETE IOCSMLLE A00 CO IB �CD. *0 10 BE BY 100 0 040 RH CONONUOUS NM THE OS ARCHITECT 01 P
7x6 JAMB TO SUPPORTING STRUCTURE ATTACJRMFNT --
. .) ,1(60 (4.0 .°N CEN(E8 80*600E.
/. ] SCOTT AMILTON, P.E.
a f/V FLORIDA H P.E No. 53280 DESIGN LOADS +BZ.O PSF &. -72.0 PST.
.. afro WAIL .O sum 14114111 mm 11.
WAN- 2F14.7 W 9 ` e'01V N 180'0
xm
11/10/60 y : -CAR STEEL PAN CARADE DOOR
OPT. R4PACE Rom Ma
_
wool NAMY.
101700 MD
7
Inspection Number: INSP- 135520 Permit Number: WS -12 -09 -1983
Scheduled Inspection Date: February 22, 2010
Inspector: Bruhn, Norman
Owner: MORALES, ALVARO
Job Address: 833 NE 96 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
GARAGE DOOR REPLACEMENT
PasseW1d 9,),A_
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
please make it in the morning, home owner is there until 1 pm
�G
February 19, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132060142800
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