WS-13-1604Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
.1013 ADDRESS: I (L?2 t y 100
Cit. ggMiami Sho County:
Folio/Parcel#: 6 1_(� I �� c) I
JUL 17
FBC 20 ) �
Permit No.
Master Permit No.
ROOFING
Is the Building Historically Designated: Yes NO ✓ Flood Zone: 0—_.__
OWNER: Name (Fee S' le Title
I� C�®UL.��
p rr �� grho U
Address- 0 Ud? � e i
City: lv' o 1-"p �e 1�C�iCi�� State: _ Fi— Zig `
TenantUssee Name: t
'� �'' Phone#:
Email: I" Q ®i®lJ I d en P. LA(a hcx;p _ cotter %
CONTRACTOR: Company
Address:
Cit: State: tip:
Qualifier Name: Phone#:
State C dficatiion or Registration #: Certificate of Competency#:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer.
Phone#:
Value of Work for this Permit: $ SquarelLiuear Footage of Work:
D�esarlp Work: O*�' n� i� OAlteratio ; ONew � air/Replace ClDeraolition
tlou of Wor _ I�- �� cl
Color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
ScaunlngFee$ Radon Fee $ DBPR $ Bond $
Notary $ TrainfugWAucadou Fee $ _ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ •
I -4 -
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day ofE�, 2oLl , bYL ) Q- (�UV L CL -3 , day of . 20 _, by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY Pi1BLI \``\,\X 0180
Sign: f li s
Print: - ca �l�s ��„Gd �O� : v
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: �� °!idX3��� �'%� c, My Commission Expires:
APPROVED BY A11AV A Plans Examiner. Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Reviwd 06/1OtM)(Revised 3/15/09)
I
NAME:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ADDRESS: t Cc I �,liJ I OG -,75-F,
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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 for a 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.CA 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.
Please read and initial each paragraph.
1. 1 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. L-0
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is mtpAlble for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, l am the responsible party of record on a permit I understand that I m tect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name 1 d 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
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also bu Id 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.
IrtiUal
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. 1 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
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 homeowners insurance may not provide average 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.
Inlfial
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.
Initial L
I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable
laws and requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applidable laws, ordinances, building codes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United Stag Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Ucensing Board at 850.487.1395 or http:/Mww.mvflor dalicense.com/dbarloro%fibfindex.htmi
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I 4L party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. 1 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
Ucensed 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 Ucensing 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 gwner and
returned 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 requirot when
z the permit is issued.
Was acknowledged before me this �day of ZO-L—, 20
By CEJ")
y who. was personally known to me or who has .
Produced there License orI
�wwoO _
ON . -
OWNER
Raton tm
CIMSTOPHER P. iQ LEY.
11098 WscaWBMftvarA Sur&205
Warat FL 33169
Insrunfft Prepay! ST.
CHROTOPMR P. t03LtYY. Bsivfm
19GS8 8iMPMSmd6wvL Suffte Zi15
Ariand. FL 33161
1`olo No. 11-3101-023-M20
IMMMMMIMMEMI
CFH 2iOlZRJD540010
OR Ik 29M Pts 3i3.' - 3734: (293s)
REMW 07J89/M 11:18:4
DM OW TAX IPM.00
KWV RWJM MM OF CMT
WAM-M COtMW* FLORMA
WARRANTY DEED
MUS OiTIIM URE. Mods tds 21 day of 54'+t 2013. tin.
ANDREW DEWEESE and YOMARI CRUZ, husband and vAft GRANTORS, and
LJSA GOULD£N. a shale vwuu, whose poi office address Is 162 NW 102 Strut Idfianfi
Shores. F.33950. GRANTEE,
fes. That sald GRANTORS, for and to considerafton of the sum of Ten and
001100 Dots. and ~good and Wuable emWemftns to said GRANTORS In hand paid by
sand GRANTEE. toMOWWWredis herebyadmwMedged, hame raftd,hwS=isdwWsoldto
the said GRANTEE, and GRANTEes hens and assigns forever, She foQotvmg dmalbed Isnd.
s EquuJ and bang in Mumod County, Florida bmt
Lot 10andit Wed%of Lot 11. B 3ckZ cfSONMAR PARKADDMON,aa aft
to ft Plat therm as re=ded in Ptat Boor 24, Page 71, of Ste Pubrc Records of
tUSa &Dade Cordy, Florida.
SUBJECT TO' A zmmg autd/or mmabledom and prohit tm tm d by
Y. Condtf =. Restrkdons [irons.
easern�, snd odwr inafts appearing on rewrds, if arty; L�Tdy of
record, f forthe yaw 2013 and submqua tyears.
and said GRANTORS dohw8byfui[ywanan ft1Wetosaidland,andwfddBndfhesamea9abM
Ste [awful dakm aiaU gim sonsvdummainw.
IN WITNESS VAIER�, GRANTORS h mis hamft set fhw hands and seats ft day
and yeartestabofaewriftm
deuvemd Inas presmm
STATE OF FLORIDA
COUNTY OF elm -DARE )
I HEREBYCERTIFYfltatonthrs day', beforerms, an offioerdutyaufharrred In l to Sh teand
�grartueSlcsdR�
aw Amw
Book28715/Page3733 CFN#20130540010 Page 1 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tei: (305) 795.2204
Fax: (305) 756.8972
Permit No: WS13-1604
Job Name:
July 29/2013 Page 1 of 1
Building Critique Sheet
1. Provide a survey showing the garage door with dimension and NOA#
Mehdi Ashraf
Building Official
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.
STOPPED REVIEW
OR PK 25715 PG 3734
LAST PAGE
MIAMI SHORES VILLAGE
Building Department
10050 NE 2 Ave, Mlami Sures Fl, 33138
Tet: 305-79-2204- Fax 305 -756 -OM
Pem* No. REQG5-134122
Certificate of Re -Occupancy
Address: 162 NE 102 Street
Cdj►. Miarni Shores Vilkge
Sime: Florida
ZW 33138
This cer iticate vers that Me reference property has been inspected by Miami Shores
Village and has been delermIned to presently comply with schedule of regulations of
Mani Shares land and DevelopTwd Code MrMkftg solely to the maty nWd that
each cne4awmy dweffft is used and u*mded to be used for a oneiarrrily dwelling
puMm only; however, thft ceri fie does not Come any FS pre n or
w arrarity as 10 the o mmoon of the dwelling or other stnxwres on the prises
described herein, or any aspect of such condition, and interested persaM are advised
and gaged to make them own kmpecd= of the premier In order to deteamime the
condom thereof.
CBO
Thr 7to
Book287151Page3734 CFN#20130540010 Page 2 of 2
County :
Wind Speed
Risk Category
Exposure Category ;
I. Client
2. Project Name:
3. Project Address:
4. Building Height:
WIND STANDARD; ASCE 7-10. FBC 2010 EDITION
GARAGE DOORS ONLY
B � (See Figure 1 above)
W
MAXIMUM DESIGN LOADS FOR BUILDINGS EOi1AL OR I,Mq TITAN 2S UVVT
M EAN
FOR B.ULIDING WITH ROOF SLOPE> 10 DEGREE
FOR BULIDING WITH ROOF SLOPE < 10 DEGREE
ROOF
DOOR WIDTH
DOOR WIDTH
HT,
8 FT.
9 FT.
1 12 FT.
16 FT.
18 FT.K40.3
FT.
9 FT.
12 FT.
16 FT.
(FT)
PSF(+)
PSF(-)
PSF(+) PSF -
PSF(+) PSF(-
PSF(+)
PSF(-
PSF(+) PSF(-) LSF(-) PSF(+) PSF(-
PSF(+) PSF(-
PSF(+) PSI-'(-) PSF()
PSF(•)
15
43.
56.
42.9
55.5
41.2
52.1
39.5
48.6
38.8
47.2
51.9
39.3
50.6
37.8
47.5
36.2
44.5
35.6
43.2
16
44.0
57.4
43.3
56.0
41.6
52.6
39.9
49.1
39.1
47.7
52.4
39.7
51.1
38.1
48.0
36.6
44.9
35.9
43.6
17
44.4
58.0
43.7
56.6
42.0
53.1
40.2
49.6
39.5
48.1
52.9
40.1
51.6
38.5
48.5
36.9
45.3
36.3
44.0
I8
44.9
58.5
44.1
57.1
42.4
53.6
40.6
50.0
39.9
48.6
53.4
40.5
52.1
38.9
48.9
37.3
45.8
36.6
44.5
19
45.3
59.1
44.6
57.6
42.8
54.1
41.0
50.5
40.3
49.1
41.5
53.9
40.8
52.6
39.2
49.4
37.6
46.2
37.0
44.9
20
45.7
59.7
45.0
58.2
43.2
54.6
41.4
51.0
40.7
49.5
41.9
54.4
41.2
53.1
1 39.6
49.9
38.0
46.6
37.3
45.3
21
46.1
60.2
45.4
58.7
43.6
55.1
41.8
51.5
41.0
50.0
42.3
54.9
41.6
53.6
40.0
50.3
38.3
47.1
37.7
45.7
22
46.6
60.8
45.8
59.3
44.0
55.6
42.2
51.9
41.4
50.4
42.7
55.4
42.0
54.1
40.3
50.8
38.7
47.5
38.0
46.1
23
47.0
61.3
46.2
159.8
144.4
56.1
42.5
52.4
41.8
50.9
43.0
55.9
42.4
54.6
40.7
51.2
39.0
47.9
38.4
46.6
24
47.4
61.9
46.6
60.3
44.8
56.6
4.2.9
52.9
42.2
51.3
43.4
56.4
42.7
55.1
41.1
51.71
39.4
48.3
38.7
47.0
25
47.$
62.4
47.1
60.9
45.2
57.1
43.3
53.3
42.5
51.8
43.8
56.9
43.1
55.6
41.4
52.2
39.7
48.8
39.0
47.4
Notes :-
h = Eave height for roof slope < 10 degree.
Table above shows maximum design load for shown building height in end zone.
For any other conditions/zones, design loads to be evaluated on project basis
t,ITY - 7j,,
- kilarri Shores villageC p
CA.FPPOVEDBY
DATE
6 sea-.
i
DEPr�
I-
0 I,c PMCE Vvl M ALL FEDERAL
i
3
JUL 17 2013
MIAMI- DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniamidade. o�v/pera/
DAB Door Company, Inc.
12195 NW 98th Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA -Product Control Section 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
Section (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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section 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: 9% 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/13/2011, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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.
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 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 # 11-0119.21 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.
NOA No. 12-0110.06
Expiration Date: August 9, 2016
/ Approval Date: March 1, 2012
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
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 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NDA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 03-0210.04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
*e7,p, V17_ _
C4rios M. Ifirera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E-1
DAB Door Comnany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29%2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast I80 -C 1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under NDA # 05-4228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 15 5 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated
11/29/2004 signed and sealed by I, Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9,.,kq%
Approval Date: March 1, 2012
E -2
7-
0 i
Ts of
2 SECTIONS 21' .158 DIA GALV. AIRCRAFT TYPE O \
3 SEC110NS 21" W/MIKE 5 0�-34FETY RESS FACTOR -
0
1 SECTION 21' 3" II 0.7'
STEEL PLATE LT O IT
2 SECTIONS 21" WITH (2) #14 X 5/8" SMS
BRACKET BRACKET
STD. UFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8' X 3-1/8' X .010"
STEEL. PLATE
CENTER STILE- WITH (4) #14 X 3/4" SDS
OUTSIDE
HANDLE -END STILE
LOC( BAR GUIDES
INSTALLED ON END S71LE
WITH (4) #14 X 5/8" SMS
a 4 .18T
-.6W LOCK BAR
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO ENO STILE WITH OPTIONAL ODOR VIEWER
(8) 014 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE
CENTER STILE,
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
2
Q �$F
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IAL FLUSH FACE U 0 Z
GRAIN DESIGN w 0 N n
R of
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURE RATING + 50.0 PSF
- 60.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE_ IMPACT
ENGAGES IN TRACK GENERAL NOTES
ON EACH SIDE OF DOOR 'o i
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Ergs ZV-10 "AD � PROM=REVISED
OUTSIDE KEYED LOG K REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING CNp a aoWyblg wkb dwFtoMds
HIGH VELOCITY HURRICANE ZONE. R�1. PE g 7Q582 BOdtft 00da
LOCK BAR LOCKING SHOWN 2- 8
ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. .CAN. 3538 ,4� o O.pL .. k
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.011 BY
drawing no
`t Q11 Cw+trd m
4. ANCHORING THESE DETAILS ARE NOT OR 1 NG PART OOF(THISSAPPROVAL.OTHER THAN THOSE SHOWN IN Qy O� Z. %A L. 1—fig_1
5. A LOAD DURA17ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. J
sheet 7 of 5 )
A
SIR u�N IN
4
�
W
V �I■✓�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
2
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O 0 3
IAL FLUSH FACE U 0 Z
GRAIN DESIGN w 0 N n
R of
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURE RATING + 50.0 PSF
- 60.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE_ IMPACT
ENGAGES IN TRACK GENERAL NOTES
ON EACH SIDE OF DOOR 'o i
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Ergs ZV-10 "AD � PROM=REVISED
OUTSIDE KEYED LOG K REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING CNp a aoWyblg wkb dwFtoMds
HIGH VELOCITY HURRICANE ZONE. R�1. PE g 7Q582 BOdtft 00da
LOCK BAR LOCKING SHOWN 2- 8
ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. .CAN. 3538 ,4� o O.pL .. k
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.011 BY
drawing no
`t Q11 Cw+trd m
4. ANCHORING THESE DETAILS ARE NOT OR 1 NG PART OOF(THISSAPPROVAL.OTHER THAN THOSE SHOWN IN Qy O� Z. %A L. 1—fig_1
5. A LOAD DURA17ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. J
sheet 7 of 5 )
.024' STL PANEL
OUTSIDE OF DOOR
r
I
STEEL TRACK BRACKET' FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER
TO MASONRY SEE NOTE ON SHEET 4
#14 X 5/8' SMS 3/4" X 2- X 2-1/2' X 18 GA STEEL
6 PER HINGE END STILE. CONNECT TO PANELS WITH
SOUTHERNPINE 1/2' X 1-3/4" X .0.59' FORMED STEEL FLAPS AND 3/16' ALUM RNETS
0.55 S.G. < ED GLUED TO PANEL AND SECURED O SEE DETAIL ABOVE
O5T.! END STILE WITH 3/16" POP RiVEfS 0 12" O.C.
1-7/8' X 2-5/8' X .045° STEEL
CENTER STILE. GLUED AND RIVETED
O PANEL W/ (4) 3/18RIVETS
1 1/2' MIN. I POP RIVETS
4/
HINGE
B' S.M.S.
1.9" X 2.19" X 3.3' X .102"
KETS
SEE
STEEL
T3AFOR SP CWS -
e 7-1/2' X .050" GAIN. w I U
STEE2-1/8" X 1" X .078" CENTER HINGE
FASTENED TO
V TRACK STEEL PLLAATEES CK 7/16 PUSHNUT SECTION B -B
W/ 1/4-20 X 5/8' TRUSS HD. INSTALLED ON ROLLER SHAFT
$LOTTED M.S. & LOCK NUT
INTERIOR SIDE
24 GA S
3/16" ALU
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
0 4" O.C.
0
O N
O
aw
Ow
a. o
08
gOWR 8
0'a
O
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LENDSTILE
O �
ANCHORS: 0
M
A) 3/8" DLA POWER -BOLT BY 'POWERS' Lu
2' MIN. EMBED INTO CONCRETE
1-7/8" MIN. EDGE DISTANCE 6 = a
~ N m
B) ,j/�' DIA HLG SLEEVE B1' ''811.11'ZTI' OD Lail
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q�Q I/1 rn p I
1-5/8" MIN. EDGE DISTANCE MTO CONCRETE Z
4" MIN. EDGE DISTANCE INTO FILLED BLOCK 16 O Z
CONCRETE f'c = 3000 PSI MIN. ul Q
EDGE
DISTANCE -^j C-90 GROUT FILLED BLOCK im 2000 P51 MM. I N
oI >
7-1/2' X 3' X .071' 1 \
END ROLLER HINGE
1.82" DIA X .50'
NYLON/STEEL ROLLERS
W/ .44 DIA X 4-1/4' STEM
c R F F
ANCHOR TYPE A OR 8 16
2101q, I3
(1) PER BRACKET c S 4
SEE SHEET 3 FOR BRACKET SPACING u
SS BOLT & NUT
JAVAD PROEMITREvim 4
CMLPE- 705
aFogePTY�Bwi&drPtwids
:AN. 353892
Prudaa Caned drawing no.l
01-09
RIVETS 5/16" X 1-5/8' LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104" 5/16' SLEEVE ANCHORS
,GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY
TOP ROLLER BRACKET (DOUBLE) 3 PER BRACKET
FASTENED W/ (6) ✓a' 14 X 5/8" S.M.S. -
SLIDETFASTENED TO BRACKET SLE / " /4" X 13 GA, STEEL PLATES
2-t 2 x a-1
W/ 5/16-18 X 3/4' HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANCLE
J SCREWS &NUTS FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT &NUTS
HORIZONTAL REWFORC04 M
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH ---
(2) 3/76` POP RIVETS 2' X 5-1/2' X .t04'
GALV. STEL
FASTENED W/ (4} g t4 % 5/8" S.td.S
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2' X1-3/4- X .059' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16` POP RIVETS
5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DTA X 4-1/4" STEM
OPTIONAL INSULATIONS:
EPS -EXPANDED POLYSTYRENE
DENSITY 1.05 PCF
N.OA ®07-1107.08
OR
-ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA #07-0301.10
OR
DENSITY - 0.92 PCF
N.O.A. #07-1016.07
14 GA GAIN. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/e' SMS
MIN. 024' ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSf
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA GALV. STEEL
BOTTOM)o)BR X 3/FA SMESD
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
pilimeOrk-eMITRIUM R
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EgEEDING 8 FT. IN HEIGHT-
A.—
EIGHT
u p f,
11
a — J
RIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12 _
14 GA. GALY. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO TRACK
BRAC
. SECTION HEIGHTS
WITH TWO WELDS AT 1-1-1APART
/2
A!
AT 3
FIRST AT ' O.C.
�Y
` �I
REST AT 9' O.C.
HEIGHT
CONNECTED TO FLAG BRACKET ANGLEN
Bt
W/ 3/8-18 X 3/4' BOLT & NUT
AND SPRING SHAFT GUIDE WITH
0
TO
BUT & NUT
Z "
w
(2) 1/4-20 X 5/8"
Q
W-0"
18" 1B" 18' 18' N/A
1"
11-3/4"
CL
CL
34"
45"
�o �
67" -
0
VERTICAL TRACK
7 n
2-1/8" X 1' X .080'
SECTION A -A
0 C `i
Q' 6 � 2 0
OU<
0 'a
34'
J 17 J
Q 'w
PLACEMENTS
DOOR
. SECTION HEIGHTS
BRA
HEIGHT
IST 2ND 3RD 4TH STH
Bt
B2
63
84
B5
86
B7 68
W-0"
18" 1B" 18' 18' N/A
1"
11-3/4"
23"
34"
45"
67" -
6'-
21" 18" " N A
1"
11-3/4"
23"
34'
45"
nog
m
_
67' -
T-0"
T-6"
2t" 21' 21" 21" N/A
111 18 18" 18
1"
1"
ft -3/4"
11-3/4"
23"
23"
34"
34"
45"
45"
515
87" -
67" 78-1/4"
W-0" 21" 18" 21"
1"
11-3/4"
23"
34e_
-43'
67" 78-1/4"
—SECUUNS AKL NUMUEKEU SIAKHNU Al 1"h UUIIUM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
2.19" % 3.3" % .090"
TRACH BRACKETS
5' HIGH
;TED TO TRACK WITH
4" BQLTS 8 a
aj
VERTICAL LIFE HIGH LIFE
CHR.
FLA. PE fl 70592
CAN. B
I ..
9 01
x I
0 8
O 4 M
Lu 4�
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L8 Q Z= b
U)
raMng no.
01-09
0
m
��
L„Fr LOW HEADROOM
rn
nog
m
o W
o
4
DOUBLE TRACK
0
PRODUCT REVISED
I
e
10- 0161
I`
raMng no.
01-09
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEGUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4' ULTRACON BY 'ELCO' WITH SPACING OF
20" O.C. INTO BLOCK WALL, WRH 2-1/4" MIN.
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-3,
2-1/2" MIN. EDGE DISTANU. —
1/4" TAPP�BY 'POWERS' WITH SPACING OF
14" O.C. INTO BLOCK WALL. WITH 1-1/2" MIN. EMBED
18 O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY %W WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2" MIN. EMBED
2" MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF
17" O.C. INTO BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4" MIN, EDGE DIST.
18' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR &8 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S L BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
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FLA, PE S 70392
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— —_ _ANCHOR SPACING --
-
p
a
ANCHORS STRUCTURE EMBED SPACIN__6
EDGE DIST.
,.,1
W
;S/8* HLC SLEEVE BY 'HILA CONC. 1-1/4-
B" 1-5 B
_
3/8' HLC SLEEVE BY 'HILIT FILLED BLOCK t-1/4"
8" 4'
U'
Q
5/18' X t-5/8"
3 8" DYNA8OLT BY nw GONG. 1-1 2
-ITW'
B" 2"
Z
LAG SCREWS
STEEL STRUCTURE BY OTHERS
3 8' DYNABOLT BY FILLED BLOCK 1-1 2
'POWERS'
8"_ 3-3 4
1-7/8"
AT 12' O.C.
-- MUST SUPPORT THE LOADS IMPOSED
3 8 POWER -BOLT BY - _ CONC. 2'
-
cA 0
BY DOOR SYSTEM
3 8 SLEEVE_ALL BY SBdPS0N5 CONC. 1-1/2"
CONCRETE Yc - 3000 PSI MIN.
8' 7-7 8
-i
Q
O
to
O 3 C7
S/18" DIA BOLTS
C-90 GROUT FILLED BLOCK I'm - 2100 PSI MIN.
U
•e> ' -.
WITH WASHER & NUT
.
N
b- _
AT 12" O.C. MAX.
EDGE DIST.
mT�
N
fA
Q S
i 4' X 2-1 2 X 14 GA
CO1-NY. STEEL ANGLE
12 GA GALV. STEEL
FLAT BRACKETS t3' LONG
c
Yt
�
AT 12" O.C. IN DOOR -PING.
AT 18" O.C. ABOVE
o
CONNECTED TO CONT. ANGLE
g.
W/ (3) SPOT WELDS AT EACH
SIDE 2-1/8" X 1" X 14 GA. GAL STEEL TRACK
z 22
H
c� i
FASTENED TO TRACK PLATES
M.S. &XLOCK TRUSS HD.
SLOTTED 1!
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the Flo"
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hawing no.
01-09
DOOR PANEL
24 GA (.024) STEEL MIN.
7/16" DIA. WASHER
88 X 3/4' SMS
\.-® 3/8" FROM ENDS
AND 7' O.C. MAX.
7/18` DIA. WASHER
DOOR PANEL
24 GA. (.024) STEET MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
(1
250
`v
g
r
TTr
it
® 3/8- FROM ENDS
t
AND r O.C. MAX.
t
(4) 88 X 3/4" SMS
IIIA
1, � \��
.® 1-3/8" FROM ENDS
j
jll; t
AND 6-1/2" O.C. MAX.
/
jiii
1.144
a
a LL
21 3/4'
MAX.
I.
111j
.800
vo a
to, > t7
IL a
wow. WIDTH
!!1!
175 X .062 DEEP
GROOVE
W
11 i1
11ii
!i!1
INTERIOR FRAME
PVC ONE PIECE INJECTION
m o a
3 �.
18 1/8"
_ MAX
1/4" POLYCARBONATE LEXAN
RIGID
Q lu
{L 2
BY SAM INNOVATIVE PLASTICS
I 1 j
NOA B08-0305.02.
�
1111
a �
O
-
W
�
I'I
fi 1,
ILII
1111
I
I
Iltl
1111
till
1111
175 X.062 DEEP
j j I j
-GROOVE
1
! I ! t
'4) 88 X 3/4" SMS
-3/e" FROM ENDS
I
..
AND 6-1/2" D.C. MAX.
LLL
88 X 3/4' SMS
\.-® 3/8" FROM ENDS
AND 7' O.C. MAX.
7/18` DIA. WASHER
DOOR PANEL
24 GA. (.024) STEET MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
r.500
250
`v
g
r
O W
1.765
1.725
Q 4 0
N
1.144
a
a LL
21 3/4'
MAX.
—I
I
.776- M �
.800
vo a
to, > t7
IL a
wow. WIDTH
o a
0 � �
W
* EXTERIOR FRAME
PVC PIECE
INTERIOR FRAME
PVC ONE PIECE INJECTION
m o a
3 �.
18 1/8"
_ MAX
RIGID ONE INJECTION
RIGID
Q lu
{L 2
eg
11
Lr
1111
K �
� � M
W Q
�, ZHNN
_ L -o 3o W
0 03� �
U Z
L n
to 01
N J
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
88 X 3/4' SMS C
® 3/8" FROM ENDS] �`� 175 X .062 DEEP
AND 4-1/2' O.C. MAX. GROOVE
I
I V-
- --Z k
DOOR PANEL v - - EXTERIOR
24 GA. (.024) STEEL MIN. 75/78" MIN.
D.L. OPG.
Gl-a* BRE .
WINDOW WIDTH--- --
Mgr. JAVAD AHMAD PRODU 1T1wvtSw 4
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ZAET
FLA. PEE SaUdWaCAN.doAorylmpN/%0 ib o$S0 sl61
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drawing no.
01-09
sneet 5 of $
DATE
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N.W. 70 STREET
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No. 13-0000684-1
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PAX 9OMPLIANCE WITH ALL FEDERAL
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