WS-14-2100 '►
B ILDING
Miami Shores Village L
Building Department JAN 0.7 2M4
90050 N.E.2nd Avenue, Miami Shores, Florida 33138o
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
Permit No.
PERMIT APPLICATION
Permit Type: BUILDING
Master Permit No. W, ,5 ) q " 2 1 -
ROOFING
JOB ADDRESS: IQ k INS SA.
City: Miami Shores County: Miami Dade Zip:
Foho/Parcel#: 3 C
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): t % Keo f ® tof is r)Q S Phone#:(_] -a
Address: 3W ® AJW) c:;Q- 61/9r
City: V -k\ Ck'Vy\'_ t State: ELI* Zip: 3/2 7
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: o'r a ae=�n no 9— Phone#:::905-8o'0-7920
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: _ � � - 47 Email Address: (Loa L) B B 3 Q_, (ja bay .. 6 a
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $ � -a E 0 Square/Linear Footage of Work: i a Qw °' ( -7
Type of Work: DAddition DAlteration ONew 2tepair/Replace ODemolition
Description of Work:
Color thru tile:
Submittal Fee $ Permit Fee $
CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
i
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of com nF--w
ust be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. th of such posted notice, the
inspection will\ot be approved and a reinspection fee will be charged.
r or Agent
The foregoing instrum nt w acknowledged before me this 7
day of V , 20 /, by S 1h9yX B ('d ymt c �,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: .
Print:
My Commissio =X
pF
�ak�kk��kk�kk�
APPROVED BY
E* q��Flonda
bei Mus etier
My Commission £E 182`' 4
Expires 03/2512t'16
r77
7'n on/
Contractor
The foing instrument was acknowledged before me this
day of , 20 A by�SOt--
who is personally own to me or who has produced
NOT
Sign:.
Print:
My C1
� aje ap ag ap ag ag ag ak a$ a$ ata ak ak a$ a$ ag a$ rie a$ ak ak ak aP
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
identification and who did take an oath.
My Commission EE 182564
Expires 03/25/2016
Zoning
Clerk
�''� JBGARAG OP ID: A
'4� CERTIFICATE OF LIABILITY INSURANCE DATE(AfM/DD/1/yYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endnnaRmant►cl
PRODUCER Phone: 305-238-1
Morris & Reynolds Inc.
14821 South Dixie Highway Fax: 305-255-9
Miami FL 33176
Maria k. de Is Huerta, CIC
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
INSURER A: National Trust Insurance Co. 20141
INSURED DAB Door Company, Inc. &
wvnPOLICY
INSURER a: FCCI Commercial Insurance Co. 33472
JS Garage Doors, Inc. &
—POLICY EXP
LIMITS
Cyclone Rolling Door Mfg Inc.
GENERAL LUUIILRY
INSURER C :
12195 Northwest 98 Avenue
INSURER D:
Hialeah Gardens, FL 33018
EACH OCCURRENCE $ 1,000,000
INSURER E :
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE FRI OCCUR
X
INSURER F:
COVERAGES CERTIFICATE NtIMMRER-
RPM4tlnN NulU1RFR-
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
TYPE OF INSURANCE
Jim
wvnPOLICY
NUMBER
POLICY IEFF—
—POLICY EXP
LIMITS
GENERAL LUUIILRY
EACH OCCURRENCE $ 1,000,000
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE FRI OCCUR
X
GLOO140622
09/01/2013
09/01/2014
DAWAGE TO I. ES occurrence) $ 100,will
MED EXP (Any one Person) $ 5,00
PERSONAL & ADV INJURY $ 1,000,00
GENERAL AGGREGATE $ 2,000,00
GEN'L AGGREGATE LIMIT APPLIES PER
PRODUCTS - COMP/OP AGG E 2,000,0
POLICY X JECTPRO- LOC
Em Ben. $ 1,000,00
AUTOMOBILE
LIABILITYCOI
BI SINGLIMIT1,000,00
Ea a ad nt
B
X
ANY AUTO
CA00216622
09101/2013
09/01/2014
BODILY INJURY (Per Parson) $
X
ALL AUTOS OWNED SCHEDULED
HIRED AUTOS X gpO,gWI�ED
BODILY INJURY (Per accident) $
P ER GE $
HCPD $ 75,00
X
HCPD $i,000 DED
�(
UMBRELLA LIAR
X
OCCUR
EACH OCCURRENCE $ 1,000,00
AGGREGATE $ 1'000,0
A
EXCESS Lug
CLAIMS -MADE
UMB00147722
09/01/2013
09/01/2014
DED I X I RETENTION$ 0.000
$
WORKERS COMPENSATION
WCSTATU- OTH-
AND EMPLOYERS' LIABILITYER
ANY PROPRIETORIPARTNERIEXECUTIVE Y / N
OFFICERA EMBER EXCLUDED?
NIA
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYEE $
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS bellow
E.L. DISEASE - POLICY LIMIT I $
B
COMPUTER POLICY
CM00070152
09/01/2013
09101/2014
HARDWARE 266,3711
MEDIA 25,00
DESCRIPTION OF OPERATIONS ► LOCATIONS ► VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
Certificate Holder is listed as Additional Insured on the General Liability
Insurance when required by written contract for operations being performed
by the insured.
City of Miami Shores
Building & Zoning Dept.
10050 NE 2nd Avenue
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
6ZA-- ��
®1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
Municipal Contractor's Tax Receipt
Miami—Dade County, State of Florida
THIS IS NOT A BILL — DO NOT PAY
CC NO: 000018962
BUSINESS NAMEILOCATION
RECEIPT NO.
EXPIRES
B GARAGE DOORS INC
12195 NW 98 AVE
NEW BUSINESS
SEPTEMBER 30' 2014
7434929
HIALEAH GARDENS, FL 33018
Must be displayed at place of business
Pursuant to County Code
Chapter 8A — Art. 9 & 10
OWNER
J B GARAGE DOORS INC
TYPE OF BUSINESS PAYMENT RECEIVEO
SPECIALTY BUILDING CONTRACTOR
BY TAX COLLECTOR
175.00 08/12/2013
AW02-13-000155
MIIAMMMADE For mors Information, Visit www.mla gidade.govAoxcogecter
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Construction Trades Qualifying Board
i BUSINESS CERTIFICATE OF COMPETENCY
000018962
J B GARAGE DOORS INC
} D.B.A.:
3 �RGER JOSEPH CHARLES
certified under the provisions of Chapter 10 of Miami -Dade County
ALID FOR CONTRACTING UNTIL09/30/2014
ul; VA
e DRIVER LICENSE CLASS E
B626-483-85-211-0 .,
JOSEM CHARLES
BERGER
8808 SW S7 ST
p COOPER CITY. FL 33328.6714
Doe 06-11.1988 SEX
*SUM. 10-19-2006
Emwe 0841-2013;
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140 W. FLAGLER ST.
MIAMI-DADE COUMT - SiATIr OF FLdEifipi4
FIRST-CLASS
Int FLOOR
WARD. FL 33130
EXPUM SUM 30.2f3
BE CISPLAV Ai• PLACE OF
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PAID
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TO CODH SA - A61T. S & 10
PERS NOF. 2.3
263083-9
THIS P a NOTA DILL - Be KW fs%w
OUSIRM NARIE / LOCATION
J B GARAGE DOORS INC
12195 N 9833018 HIALEAH�GARDENS
OWNER
J B GARAGE DOORS INC
ftc- TYPO of Su,sinam
iA
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0010335001
000108.00
RENEWAL
RECEiPTNO. 275909-1
ING/PROCESSING EMPLOYEE/S
24
DO NOT FORWARD
J B GARAGE DOORS INC
JOE BERGER
12195 VE
HIALEAH NW
ARD98 ENS FL 33018
I.,11 ... 11.11 ...... fill t rt +
10 1 NE �\ 0 511-7.
JAN 012014
c, <
(5, �X 'D j
PERMIT �, ILI
-=2-
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT fO CCNIPLIANCE WITH All EDERAL
STATE ANL) C;( l.jN',Y rR l S AND REGULATIONS
12/06/2013 09:57 3053629272 HURRICANE MASTER PAGE 01/01
ALmFAROOQ CORPORATION
�. CONSULTING ENGINEERS &PRODUCT DEVELOPMENT
WIND LOAD TAKES FOR COMPONENTS & CLADAA�LG
W><ND STANDARD: ASCE 7.10. FBC 2010 BA_1[TION
GARAGE DOORS ONLY
County -, Miami Dade
Wind Speed: 175 MPH
Risk Category: R
Exposure Category: C
1. Client
2. Project Name:
3. Project Address:
4. Building Height;
0--66Rmge%o(zs
�o r s G -GC
s�-
NrAw dow F6 331�J
CITY i STATE
1.8 (See Figure 1 above) 5. Door size::;"qT,
(Residential Projects Only)
MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN45-F.CET., '
,AN
FOR BULIDING WITH ROOF SLOPE y 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,
8 FT.
9 FT.
12 FT.
16 F7r.
18 FT.
F
PSF +
PSK-)
PSF{+
ASF(-) I
P5F t
P3F(.)
P$F(t)
PSP(-)
PSF(+) P3F{-
PSF +
PSF(+) Z'SF(-
PSF(+) PSF -
PSF +
P3F •
PSF(+)
]'SF(-)
15
38.1
49.7
37.5
48.5
36.0
45.5
34.5
42.5
33.9
41.3
34.9
34.4
44.3
33.0
41.6
31,7
38.9
31.1
37.5
16
38.6
50.3
38.0
49,1
3b.4
46.1
34.9
43.0
343
41.8
35.3
r46.5
34.8
44.8
33.4
42.1
32.0
39.3
31.5
38.2
17
39.0
50,9
38.4
49-7136.9
46.6F36.545.0
34.7
42.3
35.8
35,2
45.3
33.8.
42.6
32.4
39.8
31.9
A.7
18
39.5
51.5
38.8
50.2
37.3
47.
35.1
42.8
36.2
35.6
45.8
34:2
43.0
32.8
40.3
32.2
39.1
19
39-9.52.1
39.3
50.8
37.7
47.735.5
43.2
36.6
47.5
36-0146.4
34.6
43.5
33.2
40.7
32.6
39.6
20
40.4
52.7
39.7
51.4
38.1
48.2
35.9
43.7
37.0
48.1
36.4
46.9
35.0
44.0
33.5
41.2
33.0
40.421
40.8
53.3
40.2
51.9
38.6
48.7
36.3
44.2*
37.4
48,6
36.8
47.4
35A
44.5
33.9
41.6
33.3
40.4
22
41.3
153.8
40.6
52.5
39.0
49.3
37.4
46.0
36.7
44.7
37.8
49.1
37.2
47.9
35.7
45.0
34.3
42.1
33.7
44.9
23
41.1
54.4
41.0
53:1
39.4
49.8J
37.8
46,5 [37.1
45.2
38.2
49.7
37.6
48.5
36.1
45.5
34.742-5
34.1
41.3
24
42.2
55.0
41.5
53.7
39.8
50.3
38.2
47.0
37.5
-45.7138.6
50.2
38.0
49.0136-5146.0
35.0
43.0
34.4
41.8
25
42.6
55.6
41.9
54.2
40.3
50.9
38.6
47.5
37.9
46.2
39.0
50.7
38.4
49.5
36.9
46.5
35.4143,5134-8142.2
Notes :-
- h = Zave height for roof slope 510 degree.
- Table move shows maximum design load for shown building height in end zone.
For any other conditions/ zones, design loads to be evaluated on project basis-
Disclaimer :-
- This document is not valid without the embossed seal of an engineer employed
byAl Forooq Corporation
- No portion of this document may be used or reproduced in any manner.
(except however, for shot portion ofASCE 7--10 set forth herein).
DEC 0 1
..1AVA D AHN'IAD, P.E.
FL# 70592 . EB GAN # 3538 .
1235 SW 87th Avenue I Miami, n33174 j T: 305.264.8100 R Ff3M6`2: j . f g:cai,iy"�'flFd Q(d3�t7E8�3g.i�tsl " "
r
MIQMI•D�AhE MIAMI-DADE COUNTY
1�WW 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) 3I5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/nera/
DAB Door Company, Inc.
12195 NW 98'" 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 1612" Wide x 161-
0" High (Reinforced) with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, 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 DATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
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 # 11-0414.13 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. Utrera4 P.E.
_ ►r NOA No. 12-010.08
mM a Expiration Date: July 214 2015
• OUNT1 Approval Date: March 1� 2012
Igr j� Rage 1
DAB Door Companyt Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-04.14.13"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per
FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007,
signed and sealed by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind
Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage
Door", prepared by Hurricane Engineering & Testing Inc., Report No.,HETI-II-3206,
dated 02/10/2011, signed and sealed by Candido -F: Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skint'%
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-I I -T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217 02
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of -
"Sectional Residential Door with Windows" prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by
Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Test Report No HETI 03-1329,
dated 07/15/2003 signed and sealed by Rafael E Droz-Sella, F.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)"
prepared by Hurricane Engineering & Testing -Inc, Test Report No. HETI 03-T0781
dated 10/31/2003, signed and sealed by Rafael E. Droz-Sella, P.E -
"Submitted under NOA # 03-0210.04"
7. 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.
.,,. Carlos..Utrep
- Prodact Conirol Examinetr
_ NOA No. 12-0I10.08
. Expiration Date: July 21, 2015 --:,
Approval Date: March 1, 2012 - -
it
DAB Door Company, Ind.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128. 01"
.2. Anchor verification calculations prepared by A1-Farooq Corporation, complying with
F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
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. 11-0926.07, issued to Dyplast Products, LLC, _for their,
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
F. STATEMENTS
1. Statement letter of code conformance to FBC 2010 and no financial interest issued by
Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E.
E -2
p ZL ZpI7,
C rlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Dater March 1, 2012
7-1/2" X 3" X .071"
GALV. STEEL END ROLLER
W/ (6) #14 X 5/8" SMS
7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FOC 1012 REGARDING GARAGE DOORS
158 DIA. GALV. AIRCRAFT TYPE
WI MBLE & ICO -PRESS SLEEVE
IN. 5 TO 1 SAFETY FACTOR
7"X3"X0.1"
STEEL PLATE
WITH (4) #94 X 3/4"
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
DOOR
HEIGHT CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
8'-8' 2 SECTIONS 18" 2 SECTIONS 21"
3
8'-9" 1 SECTION 18" 3 SECTIONS 21"
7' 4 SECTIONS 21" --
7'...3" _
7'-8 5 SECTIONS 18" -
7'-9" 4 SECTIONS_ 18" 1 SECTION 21"
8' 3 SECTIONS 18" 2 SECTIONS 21"
8'-3" 2 SECTIONS 18" 3 SECTIONS 21"
4
8'-8" 1 SECTION 18" 4 SECTIONS 21"
8'-9" 5 SECTIONS 21* -
9' 8 SECTIONS 18" -
W-3" 5 SECTIONS 18" 1 SECTION 21"
9'-8" 4 SECTIONS 18" 2 SECTIONS 21"
9'-9" 3 SECTIONS 18" 3 SECTIONS 21"
10' 2 SECTIONS 18" 4 SECTIONS 21"
10'-3" i SECTION 18" 5 SECTIONS 21"
10'-8" 8 SECTIONS 21" -
10'-9" 8 SECTIONS 18" 1 SECTION 21"
5
11' 5 SECTIONS 18" 2 SECTIONS 21"
11'-3" 4 SECTIONS 18" 3 SECTIONS 21"
11'-8 3 SECTIONS 18" 4 SECTIONS 21"
11'-9" 2 SECTIONS 18" 5 SECTIONS 21"
12' 1 SECTIONS 18" 8 SECTIONS 21'
12'-3" 7 SECTIONS 21" -
12'-8" 6 SECTIONS 18" 2 SECTIONS 21"
12'-9" 15 SECTIONS 18" 3 SECTIONS 21"
13' 4 SECTIONS 18" 4 SECTIONS 21"
13'-3" 3 SECTIONS 18" 5 SECTIONS 21"
=13'-8" 2 SECTIONS 18" 8_SECT70NS 21"
8
- - -
13'-9" 1 -SECTION 18" 7 •SECTIONS 21'
14' 8 SEC ONS" 1; -:.
14'=" 8 -SECTIONS 18 SECTION5-21"
14'-8" 5 SECTIONS 18" 4 SECTIONS 21"
14'.=9°.4 SECTION&.IOn 5;SECTIONS, :21"
1$' 11 SECTIONS 18" 8 SFOYtONS 21"
15'-3° 2 SECTIONS 18" 7 SECTIONS 21"
15'-8" 1 . SECTION .18" 8 .SECTIONS. 41'
15'-9" 19 SECTIONS -2j!' �- - - ••.• ,, .•
- 16'- J8- SECTIONS -18" q- SkCTIONS--21 I—
PUSH NUT
WITH (4) #14 X 3/4" SDS
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-1$ MS W/ NUT
JuOCK BAR GUIDES
NSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
REFER TO SHEET 2 #vE
FOR U -BAR PLACEMENT
UVUK wiUiHs
TO:1
DOOR WIDTHS -
Fl I .1-1. , -1 1-1. L_ <:
12'-0" TO 13'-10"
DOOR WIDTHS
OPTIONAL DOOR VIEWER
INSIDE ELEVAT ON
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
DESIGN PRESSURE RATING = + 48.4 PSF
52.0 PSF
GENERAL NOTES
SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO W-10"
2
10'-0" TO 11'-10"
2
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
76'-11" TO 18'-2"
6
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
®®®®®� 5. A LOAD DURATiO�rNCR�FI��4SUSED IN DESIGN OF ANCHORS INTO WOOD ONLY
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14'-0" TO 1 S'-10" C.A.N. 535
DOOR WIDTHS , ..,
Otto tJ8
i�®®®13® all �r
Conw
-- 15'--11" TO 16'-2"
DOOR WIDTHS
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98-05
sheet 1 of 6
as
4 SECTION b00R
HEIGHT RANGE 8'-8' TO r -o'
(3) U - BMS
5 SECTION DOOR
HEIGHT RANGE Y-8' TO B' -p
(3) U -BARS
5 SECTION DOOR
HEIGHT RANGE 8'-3' TO 8'--9'
(4) U -BARS
8 SEOMON _DOOR
HEIGHT RANGE 9'-0' To 10'-3'
(4) U -BARS
8 SECTION p9Q
HEIGHT RANGE 10'-8'
(5) U -BARS
A SECTION M
HEIGHT RANGE 12'-8' TO 13'-3'
(5) U-8AR3
9. SECTION DOOR
HEIGHT RANGE 14'-3' TO 15'-9'
(8) U -BARS
7 SECTION 000R
HEIGHT RANGE 10' -9° -T03 -
<r,
t0. SECTION 000
HEIGHT RANGE 18'-0"
(8) U -RAM
8 SECTION --DOOR
HEIGHT RANGE 13'-8' TO 14'-0'
(8) U -BARS
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98 -05
sheet 2 of $ --
d X 2•-1/4" X 3/4" X 2"
uf%L.V. STEEL v BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING. S.
1/2' X 1-3/4' X 16 GA.
OPEN TUBE
0 TOP & BOTTOM
OF EACH PANEL
BOTTOM SEAL
058 ALUM .PLATE _
WITH 1/e' X1' S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
1.ST SECTION (BOTTO
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
:r4 d
,e .` a e%
MIN.
1--3/16"
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
'
14:'U" X 2•-•1/8' X 1" (STANDARD
12 GA. X 3-- /16" X_1 1/2 OPTIONAL.
FASTENED TO TR X PLATES`-
/
IN1/4-20- X 5/8' TRUSS- _HOS
` SLOTTED M.S.-,& LOCK NOT
18 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE
W/ FOUR 0 14 X 3/4" SELF DRILLING SCR.
INTERMEDIATE SECTIONS
REINFORCING
STOP MOULDING
INSTALLER
14 X 5/8" SMS
PER HINGE
prelMixilff •k
1/2" X 1--3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049' STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS POP RIVETS
# 14 X 5/8" S.M.S.
F4/ HINGE
L7.
F
24 GA.
FLAPS BENT OVER PANEL
'ORCING 'U' BAR AT
ON ONLY AT
TION DOORS
'4" X 3/4" X 2"
BAR REINFORCING TRUSS
0 TO VERTICAL INTERMEDIATE STILES
X 5/8" S.M.S. AND TO END STILE
X 3/4" SELS DRILLING SCR.
3 D4" X 2" X 2-1/2" X .049" STEEL
STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16' ALUM RIVETS
SEE DETAIL ABOVE
1/2" PUNCHED HOLES
0 4" O.C.
c
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21 STILES
(5) FOR 18" STILES
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE' g N
DISTANCE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE L.
• POSITIONED AT EYE LEVEL o W
A:. $
ig
es
15
1�-t/2 X 050 INTERIQR SIDE ; "
GALV. STEEL :-i/2 X .071
CENTER_ ff NGE_7 _ ENP _RQI.LER HINGE
PUSHNUT 1.82" DIA. X .50" STEEL ROLLERS (STD.
LED ON ROLLER, SHAFT � " � _ 1.82" DIA.- X .50" PLASTIC ROLLERS (OPTIONAL
2.75fw X .5p" STEEL ROLLERS (OPTIONAL
t SE ION 8-[� WITH 4-1/4" STEM
3�8" POWER -BOLT BY 'POWERS'
2 MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
1/4-20 SS BOLT
& NUT
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RIVETS
IS 2-3/4" X 5-1/2" X 3" X .104" 5/16" X 1-5/8' LAG SCREWS INTO WOOD OR
5/16 SLEEVE ANCHORS
/V.TEBRACKET +L WITH 1-1/4" EMBED INTO MASONRY
TOPROLLER FASTENED W/ (6) # 14 X 5/8" S.M.S._ _ 3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
W/ b/18-18 X 3/4 HEX HEAD FASTENED TO TRACK
M. SCREWS & NUTS. WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5--1/2' X .104"
(2) 3/18' POP RIVETS OALV. STEEL
FASTENED W/ (4) 81 14 X 5/8" S.M.S.
TO PP RER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
OLUED-TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
SECTION —A
SEE: SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
S/16" MEETING RIB
1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
OPTIONAL INSULATIONS:
¢L 'DYPLAST PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #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. #07-1018.07
14 GA. GALV. STEEL
WROLLER6) #I 14 X GES 5/8" SMS
MIN. .0240 ROLL FORMED STEEL PANEL
DRAWING QUALITY 0-40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BRACKETBOTTOM
W/ (4) # 4 X5/8�SMS
)TTOM SEAL
58 ALUM PLATE
TH 1/8" X 1" S.M.S. 0 48" O.C. A 1
JD RUBBER WEATHERSTRIPPING
F_
m
HORIZ. TRACK SUPPORT.
CENTER SUPPORT READ. ON DOORS
EXSEEDING 8 FT. IN HEIGHT
I I A .-
A J
HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HOR2. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2- APART
FIRST AT 3" O.C.
REST AT 9' O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK_//"
2-1/6" X 1" X .080"
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
i ST 2ND 3RD 4TH 5TH
B1
B2
83
B4
85
86
B7 88
6'-0"
18"
18"
18"
18' N/A
1'
11-3/4"
23'
34"
45"
56"
67' —
6'-6"
21"
18'
18'
21" N/A
1"
11-3/4"
23"
34'
45"
56"
67" -
7'-0'
21"
21"
21'
21" N/A
1"
11-3/4"
23"
34"
45"
56"
67' —
7'--6"
1180118*
18"
18' 18"
1"
11--3/4"
23"
34"
45'
56'
67" 78-1/4"
8'-0"
1211"118"
18"
18" 21"
1 "
'11--3/4"
23"
34"
45"
5P_T
67" 78-1 /4"
*—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
1.9"X 2.19"X 3.3"X.090'
T3/1
CSTEEL TRACK BRACKETS
m 2--3 16" HIGH
ON ECTED TO TRACK WITH
1/4- BOLTS & NUTS.
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98-05
sheet 4 of 6 -
IV DIA. LAG SCREV
iT 6' FROM ENDS
ND 11' O.C. MAX.
IfO�D t=RAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAS DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUC CONNE00H TO MASONRY
TRACK SHALL. BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 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
12" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
9" O.C:- INTIK 30DO -PSI CONCRETE. WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
B" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
9" 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 'ITW' WITH SPACING OF
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED
3" MIN. EDGE DISTANCE
r .
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING .OF
10° O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND ° 1
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE: BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTINO
PREPA[TJON OF JAMBS BY OTHERS
/4" DIA. LAG SCREWS
kT 8' FROM ENDS
WD 11' O.C. MAX.
5/16" X _1-$/8"
LAG SCREWS
AT 11" O.C.
1-1/2-
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
j
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
1-1/4' X 2-1/2" X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. STEEL
FLAT BRACKETS #3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING EDGE DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1/4-
8"
2"
3/8' HLC SLEEVE BY 'HILTI
FILLED BLOCK 1-1/4"
an
4"
3/8" DYNABOLT BY ITW'
CONC.
1-1 28"
3"
1/2" DYNABOLT BY 'fIW'
FILLED BLOCK
1-7 8.
an
°
13/8- POWER -BOLT BY POWERS
CONC.
2"
8'
2"
1318- SLEEVE -ALL BY 'SIMPSONS
CONC.
-1
1- 2
a"
'
CONCRETE Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Vm a 2000 PSI MIN.
1-1/2"
2-1 8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
SLOTT2ED 1�! S. & LOCK NUT SS HD.
ALTER ATE TRACK INSTALLATION
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98--'0� ; - -
sheet 5-=-
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16- DIA, WASHER
s
PLASTIC COMPLIES WITH
SECTION 2612 OF FSC 2007
SEE EVIDENCE PAGE
OPTIONAL WINDOW LITES IN ANY LOCATION
#8 X 3/4- SMS O
0 3/8- FROM ENDS
AND 4-1/2- D.C. MAXI
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GROOVE t
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AND 7. O.C. MAX. �- -
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DOOR PANEL:, EXTERIOR
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-DOOR PANEL ( ) 1S/16". MIN. D.L OPG.
24 GAS 024 STF_f1 MAN.
— - - - - - -- -- - (. } GLAZING 81T
-;.
' WINDOW WIDTH
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A 7"
AND 7 O.C. MAX.
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GROOVE
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SECTION 2612 OF FSC 2007
SEE EVIDENCE PAGE
OPTIONAL WINDOW LITES IN ANY LOCATION
#8 X 3/4- SMS O
0 3/8- FROM ENDS
AND 4-1/2- D.C. MAXI
00
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GROOVE t
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AND 7. O.C. MAX. �- -
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-DOOR PANEL ( ) 1S/16". MIN. D.L OPG.
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— - - - - - -- -- - (. } GLAZING 81T
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