WS-11-865Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 160799
Scheduled Inspection Date: June 09, 2011
Inspector: Bruhn, Norman
Owner: OBENOUR, KATHRYN
Permit Number: WS -5 -11 -865
Job Address: 1401 NE 103 Street
Miami Shores, FL
Project <NONE>
Contractor: JB GARAGE DOORS INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132050310130
Phone: (305)751 -3642
Building Department Comments
REPLACE GARAGE DOOR
Passed2f'
�6.
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
ec__
June 08, 2011
For Inspections please call: (305)762 -4949
Page 14 of 17
A\ *A -1,V\
Miami Shores Village 17,1)-SzToWn
Building Department lla MAY 1 2 2011 k,
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 B Y: o�m�000
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit No.
1
Master Permit No.
Permit Ty BUILDIN rn P�.1 ROOFING /�
OWNER: Name (Fee Simple Titleholder): �.. es Sher rx.L (' Phone #:
Address: / 90 i .le 103 ST
City: /4/ GUM Shores State: FL
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: /Li 0I NE 103 sr
City: Miami Shores County: Miami Dade Zip: 3313
Folio/Parcel #: (1 - 2? 0 G m 03 f 01 30
Zip: .33 / 3
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name: 6 CA yy y � 6 at '�s 00 Phone#
NO Flood Zone:
f .5) 7c I &7 ! 1
Address: 1 1 9$ / V! 98th l/ v'
City: 1(a 6r,, ens State: r--t, Zip: 3,3o 7 5(
Qualifier Name: 099, eo'1� Phone #: 305" 7711-1-5-1 h
State Certification or Registration #: - -�Certificcatte of Competency #: 0001 D W 2_
Contact Phone #: Email Address: 0.0C�( — lY r9 5 rs, Can
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 1t Square/Linear Footage of Work:
Type of Work: ❑Addition Alteration >Mew ❑Repair/Replacee ❑ emolition
Description of Work: (CC a �a fc ®n r / X7 b
s
******* * ***** ****** * ** ** * **** ***** * * ** *Fees ** ********** *** **** * **** * ****** ******** * * **
Submittal Fee $ 50 • Permit Fee $ J/i7 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 1 d)
Bonding Company's Name (if applicable)
Bonding Company' s Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AF.F1IAVIT: 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 issues/ n the. Bence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature Agri
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this . I c---: The fo -ling instrument was acknowledged before me this la
day of I� , 20 I1 , by 5 s 662/Noir , day of
who is personally known to me or who has produced who personally1 iown tune or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
, 20 31, by
Sign:
Print:
My Commission Expire
,,V_5 ln/ Pnblic Statc of Florida
beth Meneses
:ommission DD706837
-?'es 08/20/2011
.." '°W y , ""-Fems
Sign:
Print:
My Commission
ry Olio State of Florida
Elizabeth Meneses
My Commission DD706837
op. Expires 05/20 /2011
***************** ***:x** * *:x**:x:x:x*** ******* ** * **** :: xx: *********: x*: k**:x ***:x****:x:k:x***** ::K:x:x*** **** * *** * * * * **x ***
APPROVED BY
Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the
costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the
costs of any proposed improvements must be shown on the worksheet. The cost of improvements must
include demolition, raw and finished materials (include those donated), labor (including volunteer and self -
performed), construction supervision and management, and overhead and profit. A list of items the costs of
which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract
must be attached)
PROPERTY OWNER:
'l fir► e.r 6/5 4),0 ve (A-
PERMIT #
nn
A ()DRESS: //710 / /✓I l0 3 SfAir /f14't 5t/0p5 Ay
11-3205- -o3/_ o /30
FOLIO NUMBER: FLOOD ZONE:
SE FLOOD ELEVATION: FREEBOARD;
EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS): % 0D a
Cr ST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): /(% k7 %
VA LUE OF PRINCIPAL STRUCTURE (attach appraisal):
OWNERS SIGNATUR
PLA N REVIEWER:
PLAN REVIEWER SIGNATURE:
11 -12-08
t(3s
DATE: 5-°://-1(
DATE: 4W
BY:.
DING CODE COMPLIANCE OFFICE (BCCO)
ODUCT CONTROL DIVISION
n> r n rnr IANCE WITH ALL FEDERAL
I( f GUI ATIONS
MIAMI -])ODE _ e . t
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/buildingcode
°° -- ° ° ° °15AB 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 by Miami Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The .tt' Product Control
Division ��..
(In Miami Dade County) and/or the AHJ (in areas other than i . ��I� s . a ant��Serve the right
to have this product or material tested for quality assurance purpos r ct
perform in the accepted manner, the manufacturer will incur the expen�� s h # " ar material fails to d the AHJ may
immediately revoke, modify, or suspend the use of such product or wil.'. it ju ction. BORA
reserves the right to revoke this acceptance, if it is determined b uct Control
Division that this product or material fails to meet the requirements
This product is approved as described herein, and has been designed o , ,• .l ! or c Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 16' -2" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98-05, titled "Sectional Garage Door", dated 02/23/98, with
Revision F dated 01/06/10, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by
Arshad Vigar, P.E., bearing the Miami Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
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 renews NOA # 09- 0128.01 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. 10-0216.03
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
Page 1
DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98 -05, titled "Sectional Garage Door", dated 02/23/98, with Revision F
dated 01/06/10, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed
and sealed by Arshad Vigar, P.E.
B. TESTS
1. 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 /15/03, signed and sealed by
Rafael E. Droz -Seda, PE.
2. 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 07/15/03 signed and sealed by Rafael E. Droz-Seda, P.E.
3. 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 -T078,
dated 10/31/03, signed and sealed by Rafael E. Droz -Seda, P.E.
"Submitted under NOA # 05- 0217.02"
1. 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 /17/98,
signed by W. A. Jackson, P.E.
"Submitted under NOA # 03- 0210.04"
C. CALCULATIONS
1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with
F.B.0 2007, dated 12/18/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09- 0128.01"
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
D3
arlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0216.03
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
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 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29/12.
3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on
01/11/12.
4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01 /11 /12.
F. STATEMENTS
1. Change of engineer letter issued by A1- Farooq Corporation, dated 01/08/10, signed
and sealed by Arshad Vigor, P.E.
2. No change to product letter issued by DAB Door Company, Inc, dated 02/09/10,
signed by Roseanne Berger.
1. Statement letter of code conformance issued by Al- Farooq Corporation, dated
12/04/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated
12/04/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.01"
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0216.03
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
E -2
L
WIND LOAD TABLES FOR
COMPONENTS & CLADDING
AS PER SPECIFICATION ASCE 7 -02/05
BASIC WIND SPEED: V = 146 MPH
IMPORTANCE FACTORS: I = 1.0
DIRECTIONALITY FACTOR: Kd = 0.85
EXPOSURE CATEGORY: = C
GARAGE DOORS ONLY
(BASED ON INFORMATION PROVIDED BY CLIENT)
0
h
CLIENT: job ,
JOB: S11i1 oberthur
Illki
_froaryyt shores, FL
NOTES:
BUILDING HEIGHT:
LOADS, POSITIVE AND NEGATIVE ARE
�-7
DOOR SIZE: /6' ) ='-{ 1 1 TAKEN AT MEAN ROOF HEIGHT AND
APPLY TO ALL FLOORS.
MAX. DESIGN LOADS -PSF
BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH
EXPOSURE 'C'
MEAN
ROOF
ELEV.
FEET
ROOF SLOPE > 10 DEG.
ROOF SLOPE = < 10 DEG.
DOOR WIDTHS
DOOR WIDTHS
8 FT,
EXT.( +)rNT. )
_
9 FT,
12 FT.
16 FT.
18 FT.
8 FT.
9 FT.
12 FT.
16 FT.
18 FT.
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
E T +
NT. -
EXT.( +)
INT.( -)
EXT.(+)lINT.( -)
EXT.( +)
INT.( -)
EXT.(-+-)I INT.( -)
EXT.( +) INT.( -)
EXT.( +)
INT.( -)
15
44.2 1 57.7
43.5
56.3
41.8
52.8
40.0
49.3
39.3
47.9
40.5
52.7
39.9
51.4
38.3
48.2
36.7 45.1
36.1
- _1
43.8
- --
16
44.8 j 58.4
44.0
56.9
42.3
53.4
1
40.
.9
39.8
48.5
41.0
53.3
40.3
52.0
38.8 48.8
37.2
45.6
36.5. 44.3
17
45.3 1 59.1
44.5
57.6
.8
4254.0
41.0
50.5
40.2
49.0
41.5
53.9
40.8
52.6
39.2 49.4
37.6
46.2
37.0 I44.9
18
19
20
45.8 j 59.8
45.1
58.3
43.3
54.7
41.5
51.1
40.7
49.6
42.0
54.5
41.3
53.2
53.8
39.7
i
49.9
38.0
46.7
37.4 45.4
46.3 60.4
46.8 61.1
45.6
58.9
43.7
55.3
41.9
51.6
41.2
50.2
42.4
55.1
41.8
40.1
50.5
38.5
1 47.2
37.8 45.9
46.1
59.6
44.2
55.9
42.4
52.2
41.6
50.7
42.9
55.8
42.2
54.4
40.6
51.1
38.9
47.8
38.2 46.4
21
47.4 1 61.8
46.6
60.3
44.7
56.5
42.9
52.8
42.1
51.3
43.4
56.4
42.7
55.0
41.0
51.6
39.3
48.3
38.7
46.9
22
47.9 62.5
47.1
60.9
45.2
57.2
43.3
53.4
42.6
51.8
43.9
57.0
43.2
55.6
41.5
52.2
39.8
48.8
39.1 47.4
23
48.41 63.1
47.6
61.6
45.7
57.8
43.8
54.0
43.0
52.4
44.3
57.6
43.6
56.2
41.9
52.8
40.2
49.4
39.5 t- 48.0
24
25
48.9 I 63.8
48.1
62.2
46.2
58.4
44.3
54.6
43.5
53.0
44.8
58.2
44.1
56.8
42.4
53.3
40.6
+ 49.9
39.97 48.5
�.
40.3 49.0
49.4 i 64.5
48.6
62.9
46.7
59.0
44.7 55.1
44.0
53.5
45.3
58.8
44.6
57.4
42.8
53.9
41.1 50.4
TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES.
FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS.
DADE COUNTY
JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER
EMPLOYED BY AL- FAROOQ CORPORATION.
NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER
WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF' AL- FAROOQ CORPORATION
(EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -05 SET FORTH HEREIN).
/1 4
, 1
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
S.W.
J
MIAM , 331.74
TEL. (305) 264 -8100 FAX. (305) 262 -6978
i
AFC -28
7 -1/2" X 3" X .071"
GALV. STEEL END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
7 -1/2" X 2 -1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
2/ DOOR
/
SPRING LOADED SLIDE BOLT LOCK (130TH SIDES)
FASTENED W/ (4) 114 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
1" W X .15 THK. LATCH
PUSH NUT
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 DRILUNG SCREWS
CENTER STILES
SEE SCH. 'A'
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
r
A
.158 DUI. GALV. AIRCRAFT TYPE
W/ MIN. & T O11 SAFETY FACTOR
7 "X3 "X0.1"
STEEL PLATE
WITH (4) 114 X 3/4'
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
DOOR HEIGHT
CONSISTS OF
6' -6°
2 SECTIONS 18"
2 SECTIONS 21"
6' -9"
1 SECTION 18"
3 SECTIONS 21"
7'
4 SECTIONS 21°
—
7' -3'
5
—
7'-6"
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"
8' -6"
1 SECTION 18"
4 SECTIONS 21"
8' -9"
5 SECTIONS 21"
—
9'
6 SECTIONS 18"
—
9' -3°
5 SECTIONS 18"
1 SECTION 21"
9' -6"
4 SECTIONS 18"
2 SECTIONS 21*
9' -9"
3 SECTIONS 18"
3 SECTIONS 21"
10'
2 SECTIONS 18"
4 SECTIONS 21"
10' -3°
1 SECTION 18"
5 SECTIONS 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"
6 SECTIONS 21"
13' -9"
1 SECTION 18"
7 SECTIONS 21"
14'
8 SECTIONS 21"
—
14'-3"
6 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'
6 SECTIONS 18"
4 SECTIONS 21"
BRACKET
LOW HEADROOM
DOOR OPTION
7 -7/8" X 3 -1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
CENTER STILE
OUTSIDE
HANDLE
c
END STILE
OPTIONAL VENTS
L. (3) 5" WIDE AT 7" O.C. MAX.
OPNG. AREA NOT TO EXCEED 120 SO. IN.
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
CENTER STILES
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
DOOR WIDTHS
I OF CENTER STILES
8' -0" TO 9' -10'
2
10'-0" TO 11' -10"
2
12' -0" TO 13' -10"
3
14' -0" TO 15' -10"
4
15' -11" TO 16' -2"
5
DAB DOOR MODEL 824
MAX. SIZE 16' -2" WIDE X 16' -0" HIGH
24 GA. ROLL FORMED STEEL
DESIGN PRESSURE RATING = + 48.0 PSF
— 52.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2, ANCHORS SHALL BE AS USTED, 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 DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
10' -O" TO 11' -10"
DOOR WIDTHS
12' -0" TO 13' -10"
DOOR WIDTHS
15' -11" TO 16' -2"
DOOR WIDTHS
Engr: A VICAR
CIWL
FLA. PE 38863
C.A.N 3538
.t1/4N 0 8 2010
PRODUCT RIMMED
rivildiescomplyitecodeNewitioda41011118
tr 6.03
gds z cY /G'ii.
AIR+
Meet Casing
m 4.0
0
00
t
SECTIONAL GARAGE DOOR
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drawing no.
98 -05
(sheet 1 of 5
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
0 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.
FLAPS BENT OVER PANEL
16 GA. x 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
0 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.
16 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 # 14 X 3/4" SELS DRILLING SCR.
16 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 / 14 X 3/4" SELF DRILLING SCR.
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 48" 0.C.
AND RUBBER WEATHERSTRIPPING
-END STILE
.024" STL. PANEL
1ST SECTION (BOTTOM)
REINFORCING
INTERMEDIATE SECTIONS
REINFORCING
TOP SECTION
REINFORCING
OUTSIDE OF 000
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1 -5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
2" MIN.
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
/ 14 X 5/8" S.M.S.
4/ HINGE
3/4" X 2" X 2 -1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
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1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
IN3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
_ M.
2 -1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4 -20 X 5/8" TRUSS HO.
SLOTTED M.S. & LOCK NUT
7 -1/2" x .050"
GALV. STEEL
CENTER HINGE
INTERIOR SIDE
0
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SECTION B- @
1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
JAN 0 8 2010
drawing no.
98-05
sheet 2 of 5
2"
POP RIVETS
2 -3/4" X 5 -1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (6) 14 X 5/8" S.M.S.
re
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16 -18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
SECTION A —A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" 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
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES K444
WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE �-
FASTENED TO TRACK ` - =
WITH (4) 1/4-20 SS. BOLT & NUTS I
1..I
111
2" X 5 -1/2" X .104"
GALV. STEEL
FASTENED W/ (4) / 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL. REINFORCEMENT
1/2" X 1 -3/4" X .058" 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" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
EPS- EXPANDED POLYSTYRENE
DENSITY : 1.05 PCF
N.0.A. #07- 1107.08
OR
ISO -25 POLY - ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07- 0301.10
OR
$Y 'INSULFOAM LLC'
DENSITY - 0.92 PCF
N.O.A. #07- 1016.07
14 GA, GALV. STEEL
W/ (6) #X14 X 5/8" SMS
MIN. z241,- 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
BOTTOM
/ (4) 1 R14 X 5/8" SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 48' 0.C.
AND RUBBER WEATHERSTRIPPING
0
W
0
z
z
HORIZ. TRACK SUPPORT.
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II A
J
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
7 14 GA. GALV. STEEL TRACK
m
m
TRACK CONF GURATION
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1 -1/2" APART
FIRST AT 3" 0.C.
REST AT 9" 0.0.
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
51H
BI
B2
83
84
85
B6
B7
88
6' -O"
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"
18'
18"
18"
18"
18"
1"
11 -3/4"
23"
34"
45"
56"
67"
78 -1/4"
8' -0"
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" 0.C.
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
2 -3/16" HIGH
CONNECTED TO TRACK WITH
4) 1/4" BOLTS & NUTS.
VERTICAL LIFT
frr
HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Env ARCMIN) 19QAR
IVIL
FLA. PE 138863
C.A.N. 38
JAN 0 8 2010
PRODUCT RENEWED
11stJode
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drawing no.
98-05
( sheet 3 of 5
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB 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 BUCK CONNECTION 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" 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED
9" 0.C. INTO 3000 PSI CONCRETE, WfIH 1 -3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
8" 0.C. INTO BLOCK WALL WITH 1-1/2' MIN. EMBED
9" 0.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" 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2° MIN. EMBED
3" MIN. EDGE DISTANCE
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" 0.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 it 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16" X 1 -5/8"
LAG SCREWS
AT 11" 0.C.
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" X 2 -1/2" X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. STEEL
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 -114"
8"
4"
3/8" DYNABOLT BY VW'
CONC.
1 -1/2"
8"
3°
1/2" DYNABOLT BY 'ITW'
FILLED BLOCK
1 -7/8"
8"
4"
3/8" POWER -BOLT BY 'POWERS'
CONC.
2"
8"
2"
3/8" SLEEVE -ALL BY 'SIMPSONS°
CONC.
1 -1/2"
8°
3"
EDGE DIST.
CONCRETE ('c = 3000 PSI MIN.
C -90 GROUT FILLED BLOCK Pm = 2000 PSI MIN.
FLAT BRACKETS t3" LONG
AT 12" 0.C. IN DOOR OPNG.
AT 18" 0.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
2 -1 /8 "X 1 "X 14 GA.
GALV. STEEL TRACK
FASTENED / 2 1/4-20X5/8" TRACK RUSS HD.
SLO ED M.S. & LOCK NUT
ALTERNATE TRACK INSTALLATION
Engr. ARSHAD VIQAR
CIVIL
FLA. PE / 36883
C.A.N. 3538
JAN 0 8 2010
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SECTIONAL GARAGE DOOR
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drawing no.
98 -05
sheet 4of 5 )
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
1.765
7/16” DIA. WASHER
1444
#8 X 3/4" SMS
i 3/8" FROM ENDS
AND 7" 0.C. MAX.
21 3/4"
MAX.
WOW. WIDTH
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(4) #8 X 3/4" SMS
0 1 -3/8" FROM ENDS
AND 6 -1/2" 0.C. MAX.
18 1/8"
MAX.
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
.175 X .062 DEEP
GROOVE
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1/4" POLYCAR8ONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08- 0305.02.
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SECTIONAL GARAGE DOOR
c
(4) #8 X 3/4" SMS
0 1 -3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
f8 X 3/4" SMS
0 3/8" FROM ENDS
AND 4-1/2" 0.C. MAX.
0
a
.175 X .062 DEE
GROOVE
1
5
0
0
0
#8 X 3/4" SMS
0 3/8" FROM ENDS
AND 7" 0.C. MAX.
7/16" DIA. WASHER
Engr A SHA DA VIQAR
CIVIL
FLA. PE 138863
C.A.N. 3538
DOOR PANEL]
24 GA. (.024) STEEL MIN.
DOOR PANEL
24 GA. (.024) STEEL MIN.
15/16" MIN.
GLAZING BITE
EXTERIOR
D.L. OPG.
tatonglyies with ibe*IwiBs
Saga Code s i 0
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drawing no.
98 -05
sheet 5 of 5
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SECTIONAL GARAGE DOOR
c
(4) #8 X 3/4" SMS
0 1 -3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
f8 X 3/4" SMS
0 3/8" FROM ENDS
AND 4-1/2" 0.C. MAX.
0
a
.175 X .062 DEE
GROOVE
1
5
0
0
0
#8 X 3/4" SMS
0 3/8" FROM ENDS
AND 7" 0.C. MAX.
7/16" DIA. WASHER
Engr A SHA DA VIQAR
CIVIL
FLA. PE 138863
C.A.N. 3538
DOOR PANEL]
24 GA. (.024) STEEL MIN.
DOOR PANEL
24 GA. (.024) STEEL MIN.
15/16" MIN.
GLAZING BITE
EXTERIOR
D.L. OPG.
tatonglyies with ibe*IwiBs
Saga Code s i 0
AsoPtins No rogirsixo rrr��rF_. is{,
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drawing no.
98 -05
sheet 5 of 5