WS-12-1219t
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 175364 Permit Number: WS -7 -12 -1219
Scheduled Inspection Date: July 17, 2012
Inspector: Bruhn, Norman
Owner: ROVITO, OSCAR
Job Address: 1225 NE 96 Street
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132060143800
Building Department Comments
REPLACE GARAGE DOOR
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 16, 2012
For Inspections please call: (305)762 -4949
Page 18 of 27
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
91fz —Lc
�
BL'.DING
PERMIT APPLICATION
AL 0 Mg
FBC 201
Permit No. ��tt
Master Permit No.j ac
� — ICI
Permit Type: BUILDING ROOFING
JOB ADDRESS: 12 2- SI N G
City: Miami Shores County: Miami Dade
F o l i o / P a r c e l # : 1 ` 3 2-0 6 °° 0 / 4-- 3 O c)
Is the Building Historically Designated: Yes NO
B> l Id
Flood Zone:
OWNER: Name (Fee Simple Titleholder): A F 1.7—ro cro Phone#:1 Cf 5 67 S1O
Address: t
City: & U: ' L S State: C( -
Tenant/Lessee Name:
6 rov +* • a(.+
Zip: 1 R*
Phone#:
CONTRACTOR: Company Name: 9 Phone#:
Address:
City:. . _ . _ — . State: . Zip: Y . .
Qualifier Name: Phone#
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ f ► -3 S ® .00 Square/Linear Footage of Work:
Type of Work: OAddition OAlteration ONew Itepair/Replace ODemolition
Description of Work: -1% L C_ a__, D
Color thru tile:
**** ******* Inc: *** ** ** ** * * * *** * * * * **** **F ***** **+ x********* **** *,x ************* * * ** ***
0 Submittal Fee $' Permit Fee $ f/0 47° CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 13 .
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 CONDMONERS, 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 re' .i' ection fee will be charged.
Owner •' Agent
The foregoing instrument w acknowledged before me this
day of ,201)—,by OS
who is personally known to me or who has produced 1 L4
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
1901V)
' 01° •• se,`a�:� a�
�x* �x+ x ******** ****�x�x�x�x�x�x ******* ****�x***** ***** ***** *** **** * * * **** ****** ** **** x*** ** *** ****** ******** **** **
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of ,20,by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY �` J 7,771.1.--- Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: OS CAP— RO v t. DATE: 7 — -
ADDRESS: 2 2 S E � ��. ; � � , (ALA. S Hop..Es
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 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.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.
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 as my own
contractor with certain restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsi . le for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I 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 licen umbers on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or o family rfisidence 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 substantial improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built substantially
improved it for sale or lease, which violates the exemption.
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial
Initial
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 b county or
municipal ordinance.
Initial
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
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.
Initial
9. 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 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 : / /www.mvforidalicense.com /dbpr /pro /cilb/iindex tml
Initial
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:
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa at I
have provided on this disclosure.
Initial
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 contractors workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner 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 required when
the permit is issued.
Was acknowledged before me this 5 day of , 20 L
By
Produ
there License or
who was personally known to me or who has
as identification.
:::' . •• 650t/133''•' p. ?..
# uoissiwwoo
gs 3I180d iaY1 N
:. ▪ 9101;1901£0 :'
/'',,, e4 gig, S'\12��o,�``'
06/29/2012 08:23 ' 3053629272
County :
Wind Speed :
Risk Category :
Exposure Category
1. Client
2. Project Nome:
.3. Project Address:
4. Building Height:
MEAN
ROOF
MT. 8 FT.
(F1
AL•FAROO
AShc res Village
CONSULTING ENGINES
WIND LOA, p TABLES FOR COMPONENTS & CLADDING
WIND ST'A rTD_ARD: ASCE 7-10. ERC 201Q EDITION
GARAGE DOORS ONLY
Figure L;
Miami Dade
175MPH
11
D
`I �3 64
P-2S- eve 765
STATE
(See Figure 1 above)
MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET.
FOR BULTDING WITH ROOF SLOPE> 10 DEGREE
DOOR WIDTH
15
P$F(•1.
46.1.
PsF
60.3
9FT. 12FT.
PSF
45.5
PSF
58.8
16 46.7 60.9 45.9 59.4
17
18
19
20
2]
22
47.1
47.6
48.0
48.4
48.9
49,3
61,5
62.0
62.6
63.2
63.8
64.4
23 49.8 65.0
24 50.2 65.6
25 50,7 66.1
46.3
46.8
47.2
59.9
60.5
16 FT. 18 FT.
r�ai�a�r
'% 41.8 E1
tairittim
61 1
47.7
48,1
48.5
49.0
49.4
61.6
62.2
62,8
63.4
63.9
43.6
44,1
44.5
44.9
45.3
45.8
47.0
56.2 42.6
56.8 43.0
57.3 43.4
57.8 43,9
58.4 44.3
58.9 44.7
59.4 45.1
60.0 4.5
49.3 64.5 47.9 60,5 45.9
53.0
53.5
PSF +
41.1
41.5
41.9 51.0
42.3 51.5
42.7
PSF -)
50.0
50.5
FOR BUDDING WITH ROOF SLOPE <10 DEGREE
DOOR WfDT1i
8 FT: 9 FT.
11:11; + PSF- PSF+
42.3 55.0 41.7
42,7 55.5 42.1
43.1
56.1
PSF(.
53.7
54.2
42.5 54.7
12 FT.
PSF + PST
40.0 50.4
43.6
52.0 44.0
56.6
57.1
54.0
54,5
43.1 52.5 44,4
57.7
43.5 53,0 44.8
58.2
42,9
55.2
43.3 55.7
43.7563
44.1 56.8
55.0
56.0
43,9
44,3
44.7
53,4
53.9
54.4
45.2
45.6
46.0
58-7
59.3
59.8
44.5 57.3
44,9 57.8
45.3 58,3
40.4 50.9
40.8 51.4 39.1 48.0 38.4
51.9 39.5 48.5 38.8
41.6 52.3 39.9 48.9 39.2
42.0 52,8 40.2 49.4 39.5
42.4 53.3 40.6 49.9 39.9
42.7 53.8 41.0 50.3 40,3
43.1 54.3 41.4 50.8 40.6
43.5 54.8. 41.7 51.2 41.0
.60.3 45.7 58.9 43,9 55;3_42.1., 512 41.4
16 FT.
PSF(-I. P51: -
38,4 47.1
38.8 47.6
18 FT.
PSF +
37,7
38.1
PSF(
45.8
46,2
41.2
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 he evaluated on project basis
Disclaimer :-
- This documeni is not valid without the embossed ,coat of an engineer employed
by Al- Farooq Corporation
- No portion of this document may be used or reproduced in any manner,
(except, however, for that portion ofASCE 7 -10 set forth herein).
46,7
47.1
47.6
48.0
48.4
48.9
49,3
49,8
50.2_
JUN 2 9 2012
JAVLD AH,MAD, P.E,
ED CAN ti 3538
nit 70592
1235 SW 87th Avenue I Miami, FL 33174 T: 305.264.8100 IF: 305.262.6978 I www.afceng.com J alfaroognafeeng.conl
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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: 16' -2 "Wide x 16'High (Reinforced) Steel Sectional Garage Door w/ Window Lite
Option
APPROVAL DOCUMENT: Drawing No. 00 -18, titled "Sectional Garage Door", dated 08/24/2000, with
last revision E dated 10/13/2011, sheets 1 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 # 10- 1014.05 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
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315.2590 F (786) 315 -2599
www.miamidade.nov/nerat
NOA No. 12- 0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
Page 1
DAB Door Company. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 00 -18, titled "Sectional Garage Door ", dated 08/24/2000, with last
revision E 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- 0128.03"
1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 08- 110005"
2. Test reports on 1) Uniform Static Mr 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, F.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- 0128.03"
1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with
F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
E -1
DAB Door Company, 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. 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.
"Submitted under NOA # 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM 0155 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
A1- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
2-
Car s M. t ra, P.E.
Product Control Examiner
NOA No. 12-0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
E -2
)
7-1/2" X 3" X .071"
GALV. STEEL END ROLLER HINGE
w/ (6) #14 X 5/8" SMS
7 -1/2" X 2-1/2" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 1/2" SMS
LOCK
2/ DOOR
TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1"
STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
CENTER STILES
SEE SCH. 'A'
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
15/16 "W X .15 THK. LATCH
SPRING OADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) # 14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
7 "X3 "X 12 GA:
STEEL PLATE
WITH (4). #14..X 3/9
,SELF DRILLING SCREWS-
. . .r44 •
1
A A! R!
tVi tV iVl V �V t i
-■�■ 14L6 112•041.1•11Mrs
BRACKET
STD. LIFT DOOR
ODOR HEIGHT
CONSISTS OF
6' -8"
2 SECTIONS 18"
2 SECTIONS 21"
8'--9"
1 SECTION 18"
3 SECTIONS 21"
7'
4 SECTIONS 21 "-
4
,'. 3"
-
-
f7'. _"
5 SECTIONS 18"
-
7•_g"
; SECTIONS 18"
1 SECTION 21"
8'
3 SEG1-1: S 18"
2 SECTIONS 21"
8' -3"
2 SECTIONS '.,, "
3 SECTIONS 21"
8' -8"
1 sECnoN 18"
5 sic110NS. 21"
'�'YTIONS 21"
4 s.
8' -9"
-- -I
V
6 SECTIONS ' 18"
-
9',-3"
5 SECTIONS 18°
1 SECTION 21"
°; -8"
4-SECTIONS 18"
2 SECTIONS 21"
9' -9"
3 SECTIONS 18"
3 SECTIONS 21"
10r
2 SECTIONS 18"
4 SECTIONS 21"
10' -3"
1 SECTION 18"
5 SECnONS 21"
10' -6"
6 SECTIONS 21"
-
10' -9"
6 SECTIONS 18"
1 SECTION 21"
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"
6 SECTIONS 21"
12' -3"
7 SECTIONS 21"
-
12' -6"
6 SECTIONS 18"
2 SECTIONS 21"
12' -9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18"
4 SECTIONS 21"
13' -3"
3 SECTIONS 18"
5 SECTIONS 21"
13' -6°
2 SECTIONS 18"
8 SECTIONS 21"
13' -9"
1 SECTION 18"
7 SECTIONS 21"
14'
8 SECTIONS 21"
-
14' -3"
8 SECTIONS 18°
3 SECTIONS 21"
14' -6"
5 SECTIONS 18"
4 SECTIONS 21"
14' -9"
4 SECTIONS 18"
5 SECTIONS 21"
15'
3 SECTIONS 18"
6 SECTIONS 21"
15' -3"
2 SECTIONS 18"
7 SECTIONS 21"
15' -6"
1 SECTION 18°
8 SECTIONS 21"
15' -9"
9 SECTIONS 21"
-
16' _8
SECTIONS 18"
4 SECTIONS 21"
BRACKET
LOW HEADROOM
DOOR OPTION
7 -7/8" X 3 -1/8" X .010°
SIttL PLATE
WITH (4) #14 X 3/4" SOS
CENTER STILE
OUTSIDE
HANDLE1
END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
t Zir=AGES IN TRACK CENTER STILES
ON EACh .9E OF DOOR
OPTIONAL VENT
(3) 5° WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED
120 SQ. IN.
OL,0IDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
COLONIAL DESIGN OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
MAX. DOOR WIDTH
16' -2"
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT}
SCHEDULE 'A'
CENTER STILES CONFIGURATION
ODOR WIDTHS
# OF CENTER STILES
8' -O" TO 9' -1O" '
2
10' -0 " -TO 11' -10"
2
12' -0" TO 13' -10"
3
14' -O" TO 16' -10"
4
15' -11" TO 16' -10" 5
DAB DOOR MODEL 824
MAX. SIZE 16' -2" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING + 56.0 PSF
— 64.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
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 t4QT , PART; OF THIS APPROVAL.
5. A LOAD DURATION INCREASE:' IS USED IN DESIGN OF ANCHORS INTO W00D ONLY.
ngr: IA Ali AHMAD • PitODU TASVISOD
.CIVIL • es eengdying wit the Florida
FLA. PE 70592
C.A.N. 3A Bundle$ Code
Aeoesswe Ns 2.. /i l >,0
12 -0" TO 13' -1O"
DOOR WIDTHS
15' -11" TO 16' -2"
DOOR WIDTHS
tkl
0
c
SECTIONAL GARAGE DOOR
8
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0)
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0
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0
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0
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393
C
drawing no.
00 -18
(sheet 1 of 5
16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS 8' TOP 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.
E X U.BAR OTTOMM GALV. PANEL
FASTENED TRUSS
STILES W/ 1WO 14 X 5 INTERMEDIATE
8 S.M.S.
AND TO END STILE
W/ FOUR I 14 X 3/4" SELF DRILLING S.
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 48" 0.C.
AND RUBBER WEATHERSTRIPPING
1S SECTION (BOTTOM)
REit':roRCING
OPTIONAL STOP MOULDING
BY DOOR INST
STEEL TRACK BRACKET FASTEN cO
TO WOOD JAMB WITH
5/16" X 1 -5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE
0.55 S.G.
16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO # 14 X 5/8" S.M.S.
W /DFOUR 41X 3/4" SELF DRIWNG SCR.
2ND SECTION
REINFORCING
1/2" X 1 -3/4" X 16 GA.
OPEN TUBE
La TOP & BOTTOM
OF EACH PANEL
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
® 4" 0.C.
16 GA.X 2 -1/4" 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
W/ FOUR i1 14 STILE
X 3/4" SELF DRILLING SCR.
16 GA.X 2 -1/4" 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 # 14 X 3/4" SELS DRILLING SCR.
END STILE
INTERME HATE SECTII
REINFORCING
TOP SECT ON
REINFORCING
# 14 X 5/8" SMS
r 6 PER HINGE
1/2" X 1 -3/4" X 16 GA. FORMED STEEL
-GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS 8' 12" 0.0.
1 -7/8" X 2 -5/8" X 18 GA. STEEL
CENTER STILE
• <J
3/4" X 2" X 2 -1/2" X 18 GA. STEEL
END STILE
3/8" DIA. POWER -BOLT BY 'POWERS'
EDGE DISTANCE 2" MIN. EMBED INTO 3000 PSI MIN. CONC.
- 2" MIN, EDGE DISTANCE
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
POP RIVETS
# 14 X 5/8" S.M.S.
4/ HINGE
1 -3/16" 1
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKEFS
SEE SHEET 2 FOR SPACING
�n�r: JAVAO- �gHMA6i
CML-'•
• FiA: PE t 70592
, 5 9
2-1/8" X 1" X 14 GA.
•
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HO.
SLOTTED M.S. & LOCK NUT
PROOLICT REVISED
otil;ica i gC devvith the Florida
Aoagrtanoe No 12- 11!10'?
7/16" PUSHNUT
INSTALLED ON ROLLER SHAFT
18 GA. GALV. STEEL
CENTER HINGE
SECTION B—B
INTERIOR SIDE
ROLLER HINGE
1.82" DIA. ROLLER
2 -3/4" X 5 -1/2" X 3" X 12 GA.
GALV. STEEL.
TOP ROLLER BRACKET (DOUBLE)
FASTENED w/ (6) # 14 X 5/8" S.M.S.
14 GA. GALV. STEEL
ADJUSTABLE SLIDE FASTENED TO
BRACKET W/ 5/16 -18 X 3/4"
HEX HEAD M. SCREWS & NUTS.
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X 16 GA. FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1 -1/4" EMBED INTO MASONRY
3 PER BRACKET
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II Al
2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES
WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
FASTENED
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X 16 GA. FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
1.81" DIA X 5" ROLLER SHAFT
SECTION A -A
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
EPS— EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #07- 1107.08
OR
150 -25 POLY — ISOCYANURATE
DENSITY = 2.0 PCF
N.Q.A. #07- 0301.10
OR
BY INSULFOAM LLC'
DENSITY - 0.92 PCF
N.0.A. #07- 1016.07
14 GA. GALV. S t W.
ROLLER HINGES FASTENED
W/ (6) 11 14 X 5/8" SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY 9-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED —ON
APPU TD TO BOTH SIDEESCOF STEEL
12 GA. GALV. STEEL
BOTTOM 11 14 BRACKET FASTENED SMS
2" X 5 -1/2" X .104"
GALV. STEEL
W/ (4) 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
0
0
L
4
GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1 -1/2" APART
FIRST AT 3" Q.C.
REST AT 9" 0.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 -1/8" X 1" X .080"
SECTION A -A
DOOR
HEIGHT
* SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2ND
3RD
4TH
5TH
B1
B2
B3
B4
B5
06
87
B8
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' —O"
21"
21"
21"
21 "
N/A
1°
11 -3/4"
23"
34"
45"
56"
67"
--
7' -6"
18"
18"
18"
18"
18"
1"
11 -3/4"
23"
34"
45"
56"
67"
78 -1/4"
8'--O"
21"
18"
18"
18"
21"
1"
11 -3/4"
23"
34"
45"
56"
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"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
) 1/4" BOLTS & NUTS.
(NI
TRACK CONFIGURATION
VERTIOJ L LIFT
HIGH LIFT
STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
:Y BI ..'!'rgOK .OPTION$
•Engr: JAVA) . AHMAD .. PROM/CI-REVISED
CIVIL ascopplyiogwttittbe
PE 70ri92 • II C
.a.N '�b ra12 -D !L,
Ilinpitation
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drawing no.
00--18
(sheet 3of 5
(sheet 4 of 51
WOOD FRAME BUILDINGS
f tUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHAL,. BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 r " SSURE TREATED GRADE 2 SYP OR BETTER
STUD Aui ".ONT. FROM FOOTING TO TIE BEAM.
ENGI WALL. O TO BL -.� VERIFY ADEQUACY OF THE
ENGINF,:K OF RECORD �.
P'.;NPORTING STRUCTURE.
WOOD BUCK CONNECTION 16 MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL Bt. "NCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. C":"! 11MN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
10" 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED
8" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED
2 -1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
7 0.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED
8" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LDT BY 'ITW' WITH SPACING OF
18" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
8" O.C. INTO BLOCK WALL, WITH 1 -1 4" MIN. EMBED, 4" MIN. EDGE DIST.
9" O.C. INTO 3000 PSI CONCRETE. W 1-1/4' MIN. EMBED AND
2 -1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND RE'ORCED
WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY QTHERS
5/16" X 1 -5/8"
LAG SCREWS
AT 8" 0.0
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" 0.C. MAX.
1 -1 4 "X2 -1/2 "X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. SILLL
FLAT BRACKETS t3" 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"
3"
1/2" HLC SLEEVE BY 'HILT!'
FILLED BLOCK
1 -1/2"
8"
4"
3/8" DYNABOLT BY 'frW'
CONC.
1-1/2"
8"
3 -3/4"
2"
3/8" POWER -BOLT BY 'POWERS'
• CONC.
2"
8"
3/8" SLEEVE —ALL BY 'SIMPSONS`
CONC.
1 -1/2"
8"
3 -1/2"
EDGE DIST.
CONCRETE f c = 3000 PSI MIN.
C -90 GROUT FILLED BLOCK f'm « 2000 PSI MIN.
2 -1_ /8" X 1" X 14 GA.
GALV. STEEL TRACK
PLATES
FAENED ffST((2 1/ X TO TRAC SS HD.
K
SLOTTED M. & LOCK NUT
Engr:. CIVIL MA'
F}.11§ PF:Le 11592
A N:
PRODUCT !REVISED
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SECTIONAL GARAGE DOOR
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drawing q no.
00-- 18
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8X3/4 "SMS
O 3/8" FROM ENDS
AND 7" 0.C. MAX.
(4) #8 X 3/4" SMS
O 1 -3/8" FROM ENDS
AND 6 -1/2" 0.C. MAX.
21 3/4"
MAX.
WDW. WIDTH
18 1/8"
o 4 z . o MAX.
co J
o a
D.L.O.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
1.765
1.144
.176 F�-
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
.175 X .062 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SAB(C INNOVATIVE PLASTICS
NOA #08- 0305.02.
ail
�pT
0
uP°
.175 X
GROOVE
(4) #8 X 3/4" SMS
1 -3/8" FROM ENDS
AND 6 -1/2" 0.C. MAX.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS
0 3/8" FROM ENDS
AND 4 -1/2" 0.0. MAX.
.175 X .062 DEEP
GROOVE
118 X 3/4" SMS
®
3/8" FROM ENDS
AND 7" 0.0. MAX.
W
7/16" DIA. WASHER
} i
CIVIL.
FLA. PE # 7059P'
C.A.N., 3538
DOOR PANEL
24 GA. (.024) SIt.EL MIN.
DOOR PANEL
24 GA. (.024) STEEL MIN. -
15/16" MIN.
GLAZING BITE
WINDOW WIDTH
EXTERIOR
D.L. OPG.
PRODUCT REVISED
as owsplying with the Florida Coda
Acceptance
b
z
!1
1
drawing no.
00 -18
sheet 5 of 5