WS-14-862Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 211517 Permit Number: WS- 4- 14-862
Scheduled Inspection Date: May 19, 2014 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: Work Classification: Garage Door
Job Address: 957 NE 99 Street
Miami Shores, FL 33138-
Project: <NONE>
Phone Number
Parcel Number 1132060340260
Contractor: JB GARAGE DOORS INC Phone: (305)751 -3642
comments
REPLACE GARAGE DOOR
INSPECTOR COMMENTS False
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 16, 2014 For Inspections please call: (305)762 -4949 Page 13 of 35
Miami Shores Village
.Building Department FCC ,INTER
�6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AF-4 2 9 2014
\ Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PRONE NUMBER (305) 762.4949 _
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
IEBC 20
Email:
JOB ADDRESS: 2'S � C� ot a
City: Miami Shores County. Miami Dade Zip:
Folio/Parcelt
Is the Building Historically Designated: Yes NO Flood Zone:
Contact Phone#: 3 L16'' Sod Q '—� C '� 0 Email Address:
DESIGNER Architect/Engineer. Phone#:
Value of Work for this Permit: $ :�1 4 0 ! Footage of Work:
Type of Work: OAddress DAltetation ONew 016Pair/Replace ODemolition
Description of Work: Q� ID � �G � � 0, r°01- ! 'V-- '�—>cnen a—
Submittal Fee $ Permit Fee $ CCF $ MCC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Educaflon Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Compaty's Narde (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 broc be delivered to die person
whose property is subject to anachmea Also, a certified copy of the recorded notice of comyWwemqpf must be posted at the job site
for the first�Fpection which Wcurs seven (7) days after the building permit is issued�in the,�bsence of such posted notice, the
x
inspection t be approvIdland a reinspection fee will be charged
Contractor
The foregoing ' edt was acknowledged before me this Thegoing ' ent was acknowledged before me this
day of C0 20 by i 1 F`� �Y1 da�g ✓ ✓'of 20 W by �ne.,e
who is personally known to me or who has produced who is personally known to me or who has produced
My Commission Expires: b
(Revised 07 /10l07)(Revised 06/1QaMXRevised 3/15/09)
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: �- �,ll�S��CJ Vt eR-
Structural Review Clerk
04/29/2014 14:11 3053629272 HURRICANE MASTER PAGE 01/01
k..-- CERTIFICATE OF LIABILITY INSURANCE �01�2014
�� oarzsi2of4
THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATWFJ Y OR NEGATIVELY AMEND, EXTEND OR AI ERTHE 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, It the certificate holders an ADOMONAL INSURED, the pollcy()es) must de endorsed, H SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this carttticate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCKA CONTACT
RiskTranatar Programs, LLC NAMM ._. .
219 East Livingston Street PHO i a56,481.9363
Orlando, FL 32801 •( , Ext) :..–
E-MAIL
ADDRESS: _ _
INWRER(M AFFORDING COVERAGE NAILS
rreBURED ...-
Stafnlnk OutgpUrcir10,11, III, IV. V & VI Inc.
17718 N. Pine Island Read
Suite 103
PIOrrdallon, FL 33322
COVERAGES (M merrterr: RlrtaSf eb., AAA. .,
INSURERA Technology Insurance Company, Inc.
INSURER 8: ._.._.... _
INBURERQa
INSURER D•
THIS
is TO CERTIFY THAT THE POLICIES OF
INSURANCE
RG\YVIV1• IIWIYIp Gtr.
LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED,
CERTIFICATE
NOTWITHSTANDING ANY AEOUiREMENT,
MAY BE ISSUED OR MAY PERTAIN,
THE
TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
INSURANCE AFFORDED BY THE POLICIES DESCRIBED
EXCLUSIONS
AND CONDITIONS OF SUCH
POLICIES,
HEREIN IS SUBJECT'ro ALL THE TERMS,
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTA
TVPt; OF INSURANCE _
POLICY NUArIUF,R Y eFF POLICY P i NMI TS
GENERAL lJAa1LRY
COMMERCIAL GENERAL LABILITY
EACH OCCURRENCE $
TO RENTED
CLAMS -M£ [—] OCCUH
P t
MED E]tP Awe r Mq peas) • $
-
PEAWNAI, R ADV INJURY Is
GEhrL ACd{iREGATE LIMIT APPLIES PER;
GENERAL AGGREGATE $
POLICY PqQ.
ppODUCTg • WMPIOP AM $
-
LOC
I AUTOMCBH.E uAsiL11Y
$
I
I
6U LE LIMlT
SEaarxisentl
AM
AL�L,QWNED SCFtt_DIJLEtr
r
-
BODILY INJURY (per Parson) $
_. _
V>� AUTO>a
NON OWNED
BODILY INJURY (PFr aOplt(ei11) $
HIRED AUTOS AUT05
PROP MADE $
Pat 8CE
g.
UMSRELLALIAB OCCUR
EACH OCCURRENC $
EXCEN E
LIAa CLAIMS -MADE _
AGGREGATE $
[0213 r NTION S –
AND ErAP9 C RW LI A ILI 3x04080 03/0112014 0;;/01 /2015 X STAT'u• urm- $
AND EMPLOYERS' LJABIIJ7Y
YIN .ti]J.. R„ •
ANY PROPRIET0"ARiNEfflwmUTNE –
OFRCEWAd1EMBBR 9YOLUOFO4 NIA EJ_ EACH AWDEW $ 11.000.0130
I In NN)
It yyyes, dawt EJ_ OtSGAS@ . EA EMPLOYEE $ 1,000.000
DESCRI TION QOPERATIONS wow
E.L. DISEASE . POLICY LIMIT
S
9
DFSCRIFnON OP OPERATIONS I LOCAMta l VEHICLES (Aeouh ACORD 1131, AdMarda Remorlm 9211ydWe, R MM apace Is mqulmd) $
Coverage Is axlandsd to the leased emplddyyass
of alternate employsr In all states except In rnonopollsNo slatos (ND. OH, WA. WY) and outer statas (AK, HI, D OK): J.9
Garage DOOra. Inc. 64010 (EfIGUIVa 03101M4)
This certificate only applies to Cerdficate Of Competency No, 00001ega2.
Miami Snores village
10090 NE 2nd Avenue
Miami Shores, FL 33738
:R ........,. , ....�_.
SHOULD ANY OFTHE ABOVE DESCR111111b POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATETHEREOP, NOTICE WILL BE DELIVERED IN
ACCOIIOANOE WITHTHE POLICY PROVISIONS.
AUTHORIZED REPRESrmixrIvE a
Page 1 of 1 0 1900.2010 ACORD CORPORATION. All rights
ACORD 25 {2090100) The ACORD name and logo are regi6te ed marks of ACORD
04/16/2014 09:45 3053629272 HURRICANE MASTER PAGE 01/01
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
AL%%FAROOQ CORPORATION
CONSULTING ENGINEERS & �;R�C��UGT'DEV�I:t�PMENT
. . ..... ... .
WIND LOAD TABUIS FOR MMUMUMS A CLAA ING
.. . . . •• •00 ••
WIND STANDARD-. 7-10, 4 0 ;. '.
• . • • • ••
GARAGE DOORS ONLY ; ; ;....' !
County:
Wind speed
Risk Category
Exposure Category
1. Client
2. Project Nance:
3. Project Address:
4. Building Height,
MAX
Not" :
- h - Eave height, for roof slope 510 degrea
- Table above shows maximum design load for shown building height In end zone.
For any other conditions/zones, design load-t to be evaluated on project basis
Disclaimer
- This document is not valid without the embossed seal of an engineer employed
by Al -Far oog Corporation
-No portion of this document may be used or reproduced in any manner.
(except, however, for that portion ofASCE 740 setforth herein).
16.2914
..
JA,VAD A AD, P.E. .
FU '70592 ED CAN 9 3538.
1235 5W 876 Avenue I Mfam4 FL 331741 T. 305.264.8100 1 F:'31M.20:69781 Vwww.a*Ak cd1d• I-slftxudi @_,2f e71g.W110'''.-
rox 13I1umm wrrH SLOPE> io DEGREE
FOR DMIDING WnW ROOF kbPllr_ k0 DEiflREE
ROOF
DOOR WIDTH
DOOR wiDtil
.E1T.
8 FT.
9 Fi:
12
FT.
16
F'T'.
18
FT'.
off.
9 FT,
A 2
FT.
i 16
F'T,
F7')
15
PSF( +}
PSF -
PSF +)
37.5
PSF(.
48.5
P$F(+
36.0
PSP -
45.5
PSF(-i
34.5
Psrt.
42.5
RSF(. +)
33-4141.3,
PS F(-
PSF(+
.34.9
PSF(-
45.4
PSF +)
34.4
PST •
443
PSF t
33.0
1'SF( -1
41,;x=:
.+
31::1_;13188.9
.
h8F
"31:1:
PSF -
37:8.
16
38.6
50.3
8.0
49.1
36.4
46.1
34.9
43.0
34,3
41.8
35.3
45.9
34:8,
44.8
33.4.
-42.1-
32.0 :
3
j$
38.2
17
38.4
49,7
36.9
46.6
35.3
43.5
$4.7
42.3
35.8
46.5
35.2
45.3
33.8:
.42;G
2 T.
�3J9
38.7
18
19
395
39.9
51.5
52.1
38.8
39,3
50.2
50.8
37.3
37.7
47.1
47.7
35.7
36.1
44.0
44.5
35.1
5.5
42.8
43.2
36.2
36.6
47.0
47.5
35.6
36.0
45.8
46.4
34.2
34.6
AI :
'4'3:
121'
411 :
440,3;
A.0:7
'32.2:;
.32:6;
39.i
;39.6
20
40.4
52.7
39.7
51.4
38.1
48.2
36.5
45.0
35.4
43.7
37.0
48.1
36.4
146,9-135.0,
;44
= 3aS'a
X7:2-
IS
Abb
21
40.8
53.3
40.2
31.9
38.6
48 -7
37.0
45.5
36.3
44.2
37.4
48.6
36.8
47.4
35A
144-4
33:9`
4 zt
X3:3 =: ::40.4
22
41.3
53.8
40.6
52.5
39.0
49.3
37.4
46.0
36.7
44.7
37.8
49.1
37.2
47.9
35.7.
;
34234421'
=33:7
'40.
23
41.7
54.4
41.0
53.1
39.49.7.8
46.5
37.1
45.2
38.2
49:7
37.6
48.5
36.1
'4�= ..q7,
,4�2.�:
X4:1;
413'
24
25
42.2
42.6
55.0
55.6
41 S
41.9
53.7
54.2
39.
40.3!1]109t3786
50-3139.2
.
47.0
47.5
37.5
37.9
45 -7
46.2
38.6
39.0
50.2
50,7
38.0
38.4
44.0
44.5
36.5
36.9
4fr :
46=
°35:0
35x4.
'4 :0
4:$
3 -9
.34:8.
._41:8
42x2
Not" :
- h - Eave height, for roof slope 510 degrea
- Table above shows maximum design load for shown building height In end zone.
For any other conditions/zones, design load-t to be evaluated on project basis
Disclaimer
- This document is not valid without the embossed seal of an engineer employed
by Al -Far oog Corporation
-No portion of this document may be used or reproduced in any manner.
(except, however, for that portion ofASCE 740 setforth herein).
16.2914
..
JA,VAD A AD, P.E. .
FU '70592 ED CAN 9 3538.
1235 5W 876 Avenue I Mfam4 FL 331741 T. 305.264.8100 1 F:'31M.20:69781 Vwww.a*Ak cd1d• I-slftxudi @_,2f e71g.W110'''.-
.. .. . . . .. .. .
. . . . . . . . . .
M ®�E A' d-YADE COUNTY
e • • MI
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATOVY : • 14805 SV426 Street, Room 208
AFFAIRS (PERA) • a : : Miami, Florida 33175 -2474
BOARD AND CODE ADMINISTRATION DIVISION see • • !.1 X86)? 5-2598 a f JU6) 315 -2599
NOTICE OF ACCEPTANCE (NOA) ,vww,;18M1dadWj /jmJ
DAB Door Company, Inc. .... .. ... ..
12195 NW 96M 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: 91- 4" Wide x i6' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/13/2011, sheets 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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11- 0119.21 and consists of this page 1 and evidence pages E -1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M, Utrera, P.E.
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
� Page 1
DZ /21/ /
DAB Door Comnany. Inc.
• • ••• . • . .••
... . ..... .
. ....... ....
.. .. . .. • •
... . .
NOTICE OF ACCEPTANCE: EVID% j3 &Tip
.Nam : •
• • ••• •• ••• •
•• • • • •• ••• ••
• • • • • •• •
A. DRAWINGS • ••• • • • •
1. Drawing No. 01-09, titled "Sectional Garage Door'`, d'atld 02/(1112titfl', Vith last
revision F dated 10/13/2011, sheets 1 through 5 of 5,- prepared by Al- Farooq
Corporation, signed and sealed by Javad Ahmad, F.E.
B. TESTS "Submitted under NoA # 09- 0128.04"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. 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 # 03- 0210.04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
a� sores
Cfirlos trera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E -1
DAB Door Company. Xnc.
• • • • • • • • • •
. •.•.... ....
• . . • . •
NOTICE OF ACCEPTANCE: EVIDE�T£')•I�B11+I�T�F ; : •;
. • • ••• •• ••• .
.. . . .
V. ••• . .. . ••
. ......
E. MATERIAL CERTIFICATIONS • • •
• • • •
1. Notice of Acceptance No. 08- 0305.02, issued to S�ABi- innovative Vlh cs, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07- 1016.07; issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29%2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"SubmUted under NOA # 05- 0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTNi G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04 -A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz -Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated
11/29/2004 signed and sealed by I. Ghia, P.E.
7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04- 761 - 15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
d2 jai /�1�
Carlos K Utrera, P.L.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E -2
,�dft.
DOOR HEIGHT
CONSISTS OF
81-8"
2 SECTIONS 18"
2 SECTIONS 21'
8' -9"
1 SECTION 18"
3 SECTIONS 21"
7'
4 SECTIONS 21"
-
7' -3"
-
--
7'-8"
5 SECTIONS 18'
••
7' -9"
4 SECTIONS 180
1 SECTION 21'
8'
3 SECTIONS 18"
2 SECTIONS 21
8' -3"
2 SECTIONS i8"
3 SECTIONS 21'
8' -8"
1 SECTION 18"
4 SECTIONS 21"
W -9"
5 SECTIONS 21"
-
9'
8 SECTIONS 18"
-
9'-3"
5 SECTIONS 18"
1 SECTION 21"
9' -8"
4 SECTIONS 18"
2 SECTIONS 21"
W -9"
3 SECTIONS 18"
3 SECTIONS 21
10'
2 SECTIONS 18"
4 SECTIONS 21"
10' -3"
11 SECTION 18"
5 SECTIONS 21"
10' -e"
8 SECTIONS 21"
-
10' -9"
8 SECTIONS 18"
1 SECTION 21"
111
5 SECTIONS 18"
2 SECTIONS 21"
11' -3'
4 'SECTIONS 18"
3 SECTIONS 21"
11' -6"
3 SECTIONS 18"
4 SECTIONS 21"
11' --9"
2 SECTIONS 18"
5 SECTIONS 21'
12' 11
SECTIONS 18"
8 SECTIONS 21"
12' -3
7 SECTIONS 21
-
12' -8"
6 SECTIONS 18"
2 SECTIONS 21"
12' -9"
5 SECTIONS 18"
3 SECTIONS 21'
13'
4 SECTIONS 180
4 SECTIONS 21"
13' -3"
3 SECTIONS 18"
5 SECTIONS 21"
13' -8"
2 SECTIONS 18"
B SECTIONS 21"
13' --9"
1 SECTION 18"
7 SECTIONS 21"
14'
6 SECTIONS 21"
-
Ie -3"
8 SECTIONS 180
3 SECTIONS 21"
Ie -8"
5 SECTIONS 18"
4 SECTIONS 21"
14' -9"
4 SECTIONS 18"
5 SECTIONS 21'
15'
3 SECTIONS, Ie
8 SECTIONS 21'
15' -3"
2 SECTIONS 18"
7 SECTIONS 21"
15' --8"
1 SECTION I
8 SECTIONS 21"
15' --9"
9 SECTIONS 21"F-
11V
6 SECTIONS 18"
SECTIONS 21"
7 -1/2" X 3" X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) # 14 X 5/8" SMS
em
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
" p "
6 STEEL PLATE
WITH (2) #14 X 5/8" SMS
71 �► y1i �
HANDLE
L T DOOR
7-1/2" GALV. STEEL
HINGE
#14 X 1/2" SMS
1" W X .15" THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) # 14 X 1/2' S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
EEBBCC 1012 REGARDING GARAGE DOORS -1-11
0
7
0
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7 -7/8" X 3 -1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SOS
6317"
LOCK BAR GUIDES
INSTALLED ON END STILE
• WITH (4) #14 X 5/8" SMS
.1 ST X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
t
B
r
I
i
t
TOP FIXTURE 5-1,/2:.X 2 -s3/4" X ®.1 t • -
STEEL PLATE: ii+M* ON 5 1 q- TO .�S WA NUT
FASTENED T(= EWCr STILE • ; : OPTIONAL DOOR VIEWER
(6) #14 X y4" JELF; QR"G: SCRHW9 • • TO BE INSTALLED AT
CENTER STILE
A
CENTER STILE . .
. . ,,. n
II "' •_� "'•' it
OPTIONAL VENT
(3) 5" WIDE AT 7" O.C. MAX.
OOPENING AREA NOT TO EXCEED
120 SQ. IN.
DOOR
9' -4"
Miami
APPROVED BY I DATE
ZONING DEPT
S U13JECT TO COMPLIANCE NTH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
S) " —c6" 2--:
GENERAL NOTES
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REGUIREMENTS 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 DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
v eI
r
L A
OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
'j]
APR 19 2014
Dy'- -n E
DAB DOOR MODEL 824
MAX. SIZE 9' -4" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING — + 50.0 PSF
— 60.0 PSF
4HIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
67W2
IL
O
IL o
o�
O
NI �
� �
.z
a
�
g
� M
z t�
O 0$g
W
_
ni
0
s 4 e
drawing no.
01--09
n
n
r
A.
:fit
IA
,
A
OPTIONAL VENT
(3) 5" WIDE AT 7" O.C. MAX.
OOPENING AREA NOT TO EXCEED
120 SQ. IN.
DOOR
9' -4"
Miami
APPROVED BY I DATE
ZONING DEPT
S U13JECT TO COMPLIANCE NTH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
S) " —c6" 2--:
GENERAL NOTES
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REGUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR -STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL..
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
v eI
r
L A
OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
'j]
APR 19 2014
Dy'- -n E
DAB DOOR MODEL 824
MAX. SIZE 9' -4" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING — + 50.0 PSF
— 60.0 PSF
4HIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
67W2
IL
O
IL o
o�
O
NI �
� �
.z
a
�
g
� M
z t�
O 0$g
W
_
ni
0
s 4 e
drawing no.
01--09
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEE/.4
SOUTHERN PINE
0.55 S.G. a EDG
x 6
-n aw i
'74 a...
1 1/2" MIN.
1 -3/16"
1.9" X 2.19" X 3.3" X .102'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK BRACKET FASTENED
Y �
•
i
M
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEE/.4
SOUTHERN PINE
0.55 S.G. a EDG
x 6
-n aw i
'74 a...
1 1/2" MIN.
1 -3/16"
1.9" X 2.19" X 3.3" X .102'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1 -5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
Fuuv THREADED}
NE PER BRACKET POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
614 X HINGE SMS 3/4" X 2" X 2 -1/2' X 18 GA. STEEL
6 PER HWGE END STILE, CONNECT TO PANELS WITH
1/2" X 1 -3/4' X .059" FORMED STEEL FLAPS AND 3416" ALUM RIVETS
�` GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
I END STILE WITH 3/16" POP RIVETS 0 12" O.C.
1 -7 8" X 2 -5/8' X .045" STEEL EDGE
C STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3118' RIVETS DISTANCE
POP RIVETS >
#14 X 5/8" S.M.S.
4/ HINGE \o' '•` °
0
/a
QO
Ig o LL
Q�QO
L END STILE
'
• • • •
24 GA. S
M
A) 3/8' DIA. POWER —ROT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
W
'
' •
• •
• •
• '
3/16" ALU
Z F a
8) 31A" DIX HLC SLEEVE SY 'HILTI'
1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
6 W
00) 0 I
1 -5/8' MIN. EDGE DISTANCE INTO CONCRETE
d g
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
0
Z n
CONCRETE f c a 3000 PSI MIN.
�
•
N V
:
: •
••
••:
Fe?
BENT OVER PANEL
•
see
..
.........
•
.
• • '
'
•�
• '1/2"
PUNCHED HOLES
••• : :
�••
:
:.• ••
0 4" O.C.
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1 -5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
Fuuv THREADED}
NE PER BRACKET POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
614 X HINGE SMS 3/4" X 2" X 2 -1/2' X 18 GA. STEEL
6 PER HWGE END STILE, CONNECT TO PANELS WITH
1/2" X 1 -3/4' X .059" FORMED STEEL FLAPS AND 3416" ALUM RIVETS
�` GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
I END STILE WITH 3/16" POP RIVETS 0 12" O.C.
1 -7 8" X 2 -5/8' X .045" STEEL EDGE
C STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3118' RIVETS DISTANCE
POP RIVETS >
#14 X 5/8" S.M.S.
4/ HINGE \o' '•` °
0
/a
QO
Ig o LL
Q�QO
L END STILE
OD
ANCHORS:
0
S
M
A) 3/8' DIA. POWER —ROT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
W
1 -7/8" MIN. EDGE DISTANCE
Z F a
8) 31A" DIX HLC SLEEVE SY 'HILTI'
1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
6 W
00) 0 I
1 -5/8' MIN. EDGE DISTANCE INTO CONCRETE
d g
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
0
Z n
CONCRETE f c a 3000 PSI MIN.
�
C -90 GROUT FILLED BLOCK fm . 2000 PSI MIN.
N V
ANCHOR TYPE A OR B
(1) PER BRACKET
5EE SHEET 3 FOR BRACKET SPACING
B
R
0
got
IU LN V V I w! `1/4 -20 SS BOLT & NUT '" m 4
0
7 -1/2" X .050" GALV. STEEL "
2 -1 /8" X 1" X 078" CENTER HINGE 7-1/2- X 3" X 071 "` m v o W 4
GALV. STEEL TRACK SECTION B -B END ROLLER HINGE
FASTENED TO TRACK PLATES 7/16" PUSHNUT 1.82" :01A&�x .50"
W/ 1/4 -20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON /STEELLERS
SLOTTED M.S. & LOCK NUT W/ .44 DIA. X 4-1/4' STEM 9r y, Low
INTERIOR SIDE LA. E,
F PE 7W92"
C.A.N. 638 j Od 8
.;Mfg,,
_ • .� tip :
Qoatrd 110 wing no.
1 -09
r o
N
5
to
a
N
O
co
e
N
a
a
rur nrvti5
2 -3/4" X 5 -1/2" X 3° X .104"
GALV. STEEL.
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (8) # 14 X 5/8" S.M.S.
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HEX HEAD
. SCREWS & NUTS.
HORIZONTAL REINFORCEMENT
1/2° X 1 -3/4° X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL SHIES WITH
(2) 3/16° POP RIVETS 2" X 5 -1/2" X .104"
GALV. STEEL
FASTENED W/ (4) 14 X 5/8° S.M.S.
TOP R LLER BRACKET FOR
LOW HEADROOM DOOR OPTION
° X 1 -5/8° LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4- EMBED INTO MASONRY
3 PER BRACKET
—1/2" X 4 -1/4" X 13 GA. STEEL PLATES
A TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIX X 4 -1/4" STEM
DENSITY = 1.05 PCF
N.O.A. #07- 1107.08
OR
ISO-25 POLY— ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07- 0301.10
OR
...... .
DENSITY = 0.92 PCF
N.O.A. #07- 1016.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS
MIN. .024° ROLL
12 GA.
BOTTOM
ORMED STEEL PANEL
G -40
ITH = 34 KSI
BAKED —ON
TOP COAT
SIDES OF STEEL
BOTTOM SEAL
.058 ALUM PLATE
WITH 118" X 1" S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
IJORIZ. TRACK• fVPPORT,
•CL9ftV -§U RA'R�QD M DOORS
• • • A 8 Fr. Intl HEIGHT
• • • •
HORIZ. TRACK &ATH OPININGIN;GHT•I3L11S 12"
•• • • • •• ••• ••
•
•
4 GA GALV. SIBEIy 1TsAG1L' i i i • • • • •
2 X 2 X 1/8" HORIZ. 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 /S" BOLT & NUT
VERTICAL TRACK f `_' "
2 -1/8" X 1" X .080"
SECTION A -A
DOOR
• SECTION
HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
B1
82
1 83
b4
B5
B6
B7
B8
8' —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"
58"
67"
—
7' -0"
21"
21'
21"
21 °
N A
1 "
4 t —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
1°
11 -3/4"
23°
34"
45°
b6"
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
2-3/1 Go HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
Z h
0
IL
o
h
OtLQO�
� c
z �1
4
i
00
8 M
Q fi
a z
N �� I
� � a
0 po c7
v Q Z -.
L+J �
R.
Q N= d
a
IF. JAVAD AHWAD.. s�tawcr >��vi31�u
CIWL �gp�Yj�Wj�lli01ih01�9 �j
FLA. PE # 70502
C.A.N. 3538
OFF L�JLS
at TO pm6d drawing no.
01--09
sheet 3 of 5
• n•
0
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SMALL BE FRAMED SOLID 19Y 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 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4- ULTRACON BY 'ELCO' WITH SPACING OF
20" D.C. INTO -BLOCK WALL, WITH 2 -1/4" MIN. EMBED
18. O.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
14" O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED
16. O.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
24" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2- MIN. EMBED
2" MIN. EDGE DISTANCE
3/8- HLC SLEEVE BY 'HILTI' WITH SPACING OF
17" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST,
18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND
2 -1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
5/18" X 1-5/8"
LAG SCREWS
AT 12" O.C.
aAe n
1 -1/2"
h
i .. ••• ••
..' . . '•' . : t•• ••
gRp
1
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5rm','" DIA. BOLTS
r WASHER & NUT
I 2" O.C. MAX.
1 -1 4- X 2 -1 2" X 14 GA
CO .STEEL GLE
12 GA. GALV. STEEL
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
ISPACING
EDGE DIST.
378-" HLC SLEEVE BY HILTI
CONC.
1-1/4"
B"
1-5/8"
3/8" HLC SLEEVE BY 'HILTI'
BLOCK
1 -1 4"
"
31r DYNA13OLT BY ITW'
CONC.
1 -1 2
8-
2
au DYNABOLT BY 'TIW'
FILLED BLOCK
1--1 2
8"
3-3 4
3/8- POWER --BOLT BY POWERS'
I3
I CO NC.
2-
8"
1 -7 8
Y8- SLEEVE —ALL BY SIMPSONS
CONC.
11-1/2 1
8"
1-7/8'
CONCRETE Vc = 3000 PSI MIN.
C -90 GROUT FILLED BLOCK fm = 2000 PSI MIN.
2- -1_/8" X 1 X 14 GA.
GAL . STEEL " TRACK
FASTENED /TO TRACK PLATES
SL01'�ED 16i S. &)(5 NUT HD
FLA. PE # 70582 '
C.A.N. �rS38
Go
o a,
a M
M
UJ Q ii
z�
00 w tQ
�p I
Fa
W
cn
Q
e�
9111
a zz
0
� o
o
drawing no.
01 -09
Of
-
i 1
. I
w
I!I'
IL!i
illl
III!
H
Wi
I!I!
!I�I
!I!1
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16° DIX WASHER
r,�', +ylulttr'r
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
® 1 -3/8" FROM ENDS
AND 6 -112" O.C. MAX.
178 X .052 DEEP
GROOVE
1/4" POLYCAREi0NATE LEXAN
BBYY SABIC INNOVATIVE PLASTICS
NOA #08- 0348.02.
475 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
® 1 -3/8" FROM ENDS
AND 6 -1/2" O.C. MAX.
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN,
r
It
r
* PLASTIC COMPLIrmS m:— •: •••
SECTION 2612 t •F C forge 0 e:':
SEE EVIDENCE PAIGE • • • • •
• •
• • • • • •• • * • 1 7�r •••
• • ••• • •
1.144
• :04 ••
•• i•i i i ••• •• ••
21 3/4" • • • • • • :: • •
MAX. • • • • 176
wow. MOTH ] * EXTERIOR FRAM E
18 1/8" RIGID PVC ONE PIECE INJECTIOI
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS
® 3/8" FROM ENDS 175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
lam~\
r— —
_.._ _:. -_............
DOOR PANEL
24 GA. (.024) STEEL MIN.
15/16" MIN.
31-AZING BITE
EXTERIOR
FLA. PE # 70592
.250 4ftu
o
0
O
1.725 P
O
a
G
h
I d "M"1
h_ .800 a 4 a
INTERIOR FRAME g 4 6 Lae 1
IID PVC ONE PIECE INJECTION 4 $
LL z�
W
0 0
M
C3 J
C9 La.
z a
c3 Z
tn
1
3
LF
g
q
s �� 1
drawing no.
01-09