WS-13-213Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 186048
Permit Number: WS -2 -13 -213
Scheduled Inspection Date: February 27, 2013
Inspector: Bruhn, Norman
Owner: MILVERTON, SYLVIE
Job Address: 79 NE 91 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: FLORIDA GARAGE DOOR INC
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132060130130
Phone: (305)888 -3311
Building Department Comments
REPLACE GARAGE DOOR
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Passed oirjoz.)7774,
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 185176. See detail 3 for end stile
attachment. NB
February 26, 2013
For Inspections please calf: (305)762 -4949
Page 15 of 25
FEB -6 -2013 08:59 FROM:
TO:3057568972 P.1
A D' CERTIFICATE OF LIABILITY INSURANCE
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
CONTACT NATAL) NAVARRO
NAME:
I DATE (MMIDDIYYYY)
02/06/2013
PRODUCER
Insuring You LLC
8275 W 12TH AVE STE 203
HIALEAH FL 33014 -3584
INSURED
DARIXA
FLORIDA GARAGE DOOR. INC
1012 E 17TH ST
HIALEAH
COVERAGES
FL 33010 -3318
PHONE (305) 953 -3705
ADDRE33;£1 nataii.navarro)gmail.com
INSURER(S) AFFORDING COVERAGE
INSURERA : Maxum
INSURER e •
INSURER C •
INSURER D
Indemnity Company
FAX ND , (305) 953 -3707
NAIC
INSURER E :
INSURER F :
•
THIS
INDICATED.
CERTIFICATE
EXCLUSIONS
GJT R
nGr I.i1V1• 1YV1VICFr...
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE
MAIL
INSR
BURR
WVD
POLICY NUMBER
BDG0070604 -01
POLICY EPP
JMM /DarfYYLOIMIOD
11/15/2012
POLICY EXP
/YYYY)
11/15/2013
LIMITS
EACH OCCURRENCE
$ 1,000,000
A
GENERAL
X
LIABILITY
COMMERCIAL GENERAL LIABILITY
DAMAGE�rO RENTED
PREMISES (Ea occurrence)
$ 100,000
�
CLAIMS -MADE 4 - OCCUR
.
MED EXP (Any one person)
S 5.000
PERSONAL 6ADVINJURY
S 1,000,000
GENERAL AGGREGATE
$ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
� ` I POLICY n JECT LOC PRO-
PRODUCTS - COMP /OPAGG
S 2,000,000
$
AUTOMOBILE
r`
—
LIABILITY
ANY AUTO
ALL OWNED
AUTOS
HIRED AUTOS
SCHEDULED
AUTOS
NON -OWNED
AUTOS
COMBINED SINGLE LIMIT
(Ea accident)
5
BODILY INJURY (Per parson)
5
BODILY INJURY (Per accident)
$
PROPERTY-DAMAGE
(Par accident)
S
S
i
UMBRELLA LIAR
EXCESS UAB
i
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
S
AGGREGATE
5
DED I 1 RETENT ON S
S
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
Y f N
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH)
If yea, describe under
DESCRIPTION OF OPERATIONS below
N / A
I WC STATU- I OTH-
TORY LIMITS I ER
E,L. EACH ACCIDENT
5
E.L. DISEASE • EA EMPLOYEE
$
E.L. DISEASE • POLICY LIMIT
S
DESCRIPTION OF OPERATIONS / LOCATIONS ;VEHICLES (Attach ACORD 101, Additional Remarks Scneduls, If more space Is required)
Garage door installation, Inc
CERTIFICATE HOLDER
CANCELLATION
Miami Shore Village
10050 NE 2 AVENUE
Miami Shore, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRES
Natali Nay
ACORD 25 (2010105)
r CI 1988 -20
ORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
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
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: --16i jJ C 1 ( 5
City:
Folio/Parcel #:
FEB 0 5 2013
OSL
FBC 20 t
Permit No.
Master Permit No.
ROOFING
Miami Shores County: Miami Dade Zip:
Is the Building Historically Designated: Yes
NO Flood Zone:
`{. OWNER: Name (Fee Simple Titleholder): I L' ��-- v�TJ,v Phone #: �� _ v / ��
\ Address: 1 9 N 9 151- °
City: li (AM t SKrafZ.G State: F t` Zip: 3 J 38
Gyt_./ i E DA4 Mtn VEQ cok) 3,;:y- � 3 690
M�
k.0,m Qir1 c. 4l 4.4) t'1
r� 9
CONTRACTOR: Company Name: �! % O►� ( Q (, D 0 r/"' Phone# ) 'd � V7 3 L(
Address: '' —1 C LA-)
Tenant/Lessee Name:
Email:
Phone #:
City: I-�' "� (-ea 1,,
State:
Zip:5 30
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #: `1 65 ®ri
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
J r r, t
Value of Work for this Permit: $ ����• 0 0 Square/Linear Foota e of Work: /� "/
Type of Work: ❑Addition ❑Alteration ❑ ew it /Replace ❑Demolition
rc .1a c 9vV2
P �
Description of Work:
Color thru tile:
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee ( 7� Permit Fee $ /70 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
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 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 absen, of such posted notice, the
inspection will n h approved and a, )Zspection fee will be charged.
ra
/✓/
Sign
The foregoing inst
day of (2 1.-
who is personally kno
y o. _ .I..
r 41014i04169Mittd
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
kue.
My Commission
Notary Public Mate of Florida
Daritza Cant
My Commission DD997669
Expires 06/02/201a
* * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
Signature
The fore
day of
who is personal
Contractor
oing instrument was acknowledged before me this
(kA 01, 20 a3 by t I ' � Lite2
nown to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
************************** * * * * * * * * * * * * * *:k * * * * * * * * * * * * * **
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
1. Client
2. Project Naive
3. Project Address
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
SITE SPECIFIC: WIND LOADS
WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION
(Based on data supplied by client)
Florida Garage Door
Damian Milverton
79 NE 91ST
Miami Shores
Fl 33138
CITY STATE ZIP
4. County ; Dade
5. Building Height : 13 FT.
6. Building Dimensions : Length FT. Width FT.
7. Building Roof Slope ❑ Flat ® Slope ( See Figure 1 below)
8. Risk Category ❑ I ®II ❑ III & IV
Ac \2 -V7)-71
fE6 2013
CITY
COPY
Risk category 'I' applies for non essential buildings. e.g. storage facilities etc.
Risk category 'II' applies_ for all commercial and residential buildings. e.g. homes, appt., offices etc.
Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc.
9. Attach floor plan with shutter/ window, sizes and types.
(Note: If maximum load used f o r all openings, floor plan is- e -�' eq)`
Snores Village
Client Representative
Figure 1:
Flat roof
Sloped roof
1
A,PPF:t0w D
ZONING DEP
BLDG DEPT
S jai ECT I 0 CC,NIP1.V'NCE W.F1-1 ALL FEDERAL
r.lti r HLLF JtAT 0NS
_DEC 2 i 2012
JAVAD AHMAD, P.E. - FL # 70592
EB C.A.N. 43538
1235 SW 87th Avenue I Miami, Fl 33174 I T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com
Florida Garage Door
Coefficient Kh 1.03
Damian Milverton
Wind Speed (mph)
Importance Factor
Exposure Category
Risk Category
175
1.00
D
2
Coefficient Kzt 1.00
Velocity Pressure Evaluated @z [qz] (ib /ft "2)
68.64
Coefficient Kz
1.03
Mean Roof Height [h] (ft) 13.00
Height Above Gnd. Level [z] (ft) 13.00
Horizontal Dimen. of Bldg. (ft) 102.00
Roof Slope (deg.) >10
Type of Building With Impact Protection
Coefficient Kd
0.85
Velocity Pressure Evaluated @h [qhJ (lb /ft "2)
68.64
Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (lb /ft^2)
Mark Comp Type W (in) H (in) S (in) A ft ^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone
GD Garage Door 108.00 27.00 0.92 0.92 -1.02 -1.25 0.18 -0.18 45.5 -49.6 45.5_ -5-6797> Z5
A3 N A :4# 12 - OZLSF12 >lil`L(C3
5),,\ "*P3 Oki./
a F 7 5S:3 0 )61/
ASCE 7 -10 WIND LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL :305- 264 -8100
Engineers Seal
Engineers Name And Signature
Design Date
Design Reference Number
12/20/2012 11:47:50 AM
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every opporturnity
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for their support,„,
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67.70'
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NOTES: NO NOTES
.00•r
REPRESENT/Vim OF A sURWOREPAAWIFFIDER MY DIRECTION. THIS COMPLIES VATH THE MINPAUFA
TECHNICAL SI ANDARTDESR A SET FORTH BTHE‘STE OF FLORIDA BOARD OF PROFESSIONAL LAII0 SURVEYOR
17-6. FIRER ADMINISVATIVE CODE PURSUANT 30 472.027. FLORIDA STATUTES.
SIG ED
FOR THE FIRM
MIL _'EL SON, SA
STA 'E OF F.,' RIDAP“'m, P.S.M. No. 5101
LN!OT VALID VAT -10 UT DVLAEC
/AT,,zRA1THNTC=07cTRoNin AEAoINZVOT VALID NATHOTIN t TU,,=,LEI.7LICEN sED L AND,OR
SURVEYOR
Survey: A-32369
Client File #: 12-0370
MIGUEL ESPINOSA LAND SURVEYING, INC.
10665 SW 190TH Street
Suite 3110
MIAMI, FL 33157
PHONE:(305) 740-3319
FAX #:(305) 669-3190
LB # 6463
Page 1 of 2 Not valid without all pages.
13 CA. OALV. COMMERCIAL
TOP ROLLER BRACKET
ATTACHED V/(4) 1/4' x
3/9' HEX HEAD SCREVS
PER BRACKET
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ (2) 1/4' x I/O'
BOLT L NUT PER BRACKET
3 5/8' 02GA R -TRUSS ATTACHED
W (2) 1/4' x 8/8'
HEX HEAD =REVS AT
EACH CENTER STILE
8' 10 BALI STEEL
5' STEM ROLLER
TYPICAL TOP FIXTURES
N.T.S.
SEE (TABLE 2) ON PAGE 2 FOR
RECOMMENDED SECTION CONFIGURATION
140A.'DURASAFE
CENTER SINGE ATTACHED
V/ <4) 1 /4'x 0/8'
HEX HEAD SCREWS
TYPICAL DURASAFE CENTER HINGE,
N.T.11
Z
C
STILE
LOCATION
ADJUSTABLE SLIDE BRACKET
ATTACHED V /<2) 1/4 -20 x
3 /8' TRACK BOLTS AND NUT
14 IA DURASAFE AJUSTABLE
ROLLER CARRIERS ATTACHED TO
3 5/8' 0201 R-TRUSS 1//(2)
1/4 X 3/8 NEX HEAD SCR
3 5/0' 22GA
R -TRUSS
ATTACHED V/ (4)
1/4' x 5/8' HEX
HERD SCREWS
�3 '4' MIN
OI S EROI
SEE TABLE 4 ON PAGE 3
FOR STILE PLACEMENT
9 -0 INX
INSIDE ELEVATION
N.T.&
TYPICAL DURASAFE END HINGE
14 GA. DURASAFE
END 14NGE ATTACHED
V/ (2) 1/4' x 5/8'
HEX HEAD SCREWS
N.T.S.
117iPFLEXIBLE SAL
(SUPPLIED BY INSTALLER)
(3) 20 6A CENTER STILES
ATTACHED WITH (2)
TOG -L -LOO AT THE TOP AND
DOTTOH RAIL AND ADHESIVE
TO INTERIOR FACE
4GA. DURASAFE
R0.1ER CARRIERS ATTACHED
TO END S7AE V/ (3) 1/4' 11 5/8'
HER HEAD SCREWS PER CARRIER
cm'
_SEE TABLE 1 ON PAGE 2
FOR STRUT SPACING
2' 10 BALL STEEL
9' LONG STEM ROLLER
SLIDE LaK ENGAGES INTO VERTICAL
TRACK ON BOTH SIDES 3/8' MN
ENGAGEMENT (SNAP LATCH OR LOCK
BAR OPTIONAL) ATTACH W(0) 1/4' x
3/4'1EX HEAD SCREWS
20 GA OALV. STEEL END STILE
ATTACHED WITH m 70G -1-1.0
TO DODO SKIN AND (2)
TOG-L-LOC AT THE TOP AND
BOTTOM RAIL
(1) 7/10' OA
P4 RETAINER
2' THICK
24 OA. MIN EXTERIOR SIGN
T./BAKER ON POLYESTER FINISH\
STOLE STIFFENERS CI
LOCATED IN HINGE *0LE(2)
ON TOP SECTION ONLY
HOLES FOR STRUT
ATTACHMENT OF STRUT
IS RECCU ED)
0
TYPICAL STILE STIFFENER()
N.T.S.
5/16' x 1 5/8' LAD 2' 206*. STRUT
SCREV O) PER ATTACHED V
JAR) BRACKET (2) I/4' X 5/8'
HEX HEAD SCREWS
AT ENO AND CENTER
5/e'H X e8 GA
(1) 1/4-20 x 5/8'TRACK (3 9/11' R- TRUSS)
SPUCE BRA N T NUT PER
JANL
TRACEOALM STEEL TRACK
THICKNESS .083'
CONE AER1ICAL JAN8 ipF pF
TRACK MOUNTING DFTAII sYP (1R ER)
(Na 2 OR BETTER)
N.T.S.
3 GA Cd6ERCIAL
TOP FIXTURE ATTACHED V/
W(2) 1/4' x vr BOLT AND NUTS 7A;()r-
3 GA FLAG BRACKET ATTACHED TO WOOD
JAMB
V/ (3) 5/16 D1A. X 1 -5/0' LAG BOLTS AND TO
TRACK V/ (4) I/4' -20 x 5/0 TRACK SPLICE
BOLTS AND NUTS
(4) 1/4' x 5/8' HEX HEAD SCREWS
ADJUSTABLE SLIDE BRACKET ATTACHED
) R -TRUSS
PER SECTION
END HINGE
14 GA.
(SPLICE)
SPLICE TRACKS AT THIS LOCATION
w/ (4) 1/4' -20 TRACK SPLICE BOLTS & NUTS
SECURE TO JAMB NAM (3) 3/10' CA. x 1 -5/8'
LAO 801.25
(1) 5/10. OIA. x 1 -5/8'
LAO BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
THROUGH)
3 5/8'H X e2 GA. <3 5/8'
R- TRUSS) GALV. STEEL R -TRUSS
ATTACHED V/ (4) 1/4' x 6/8'
NEX READ SCREWS AT EACH END
STILE AND (2) 1/4' x 5/8' HEX
HEAD SCREWS AT EACH CENTER
STILE
1) STRUT AT
BOTTOM PANEL
CONT. STEEL RETAINER
V/ BOTTOM SEAL
SECTION A —A (SIDE VIEW/)
N.T.S.
12 OA. OALY. STEEL
ATTTTACHEDDWW /T(1) 1/4' -20
TRACK SPLICE BOLT 8 NUT
SEE (TABLE 3) ON PAGE 2
FOR JAMB BRACKET SPACING
TRACK CONF1OURAAON FOR 6'6' UP TO 14' TALL DOORS
OWNS OF ROOMS
001E
8T
A
M1AND01 A TOM 10S 08 &NZ MUD
08 -11-8
SKR
f
LARGE N I SSLE
IMPACT RESISTANT
2' 10 BALL STEEL
5' STEN ROLLER
BOTTOM BRACKET
13 GA ATTACHED
V/(3) 1/4' X 5/8'
RED HEAD SCREWS
TYPICAL BOTTOM BRACKET®
1LTS
PROD JC T*EVLss0
BdId8e84aR
AepegUnes
.iii: rr • t3
MAX SIZE
9'x14'
DESIGN LOAD
+51.1 PSF
-60.3 PSF
10/U/0
LARGE MISSLE
IMPACT
RESISTANCE
165 CARRIAGE COURT VIMSTON-SKEIN, MC. 27105 VVVAMARA.COI
YODEL 050 HSRITAGS (24 (BA) 1000, 2000
YODEL 065 DAK SUMMIT (84 OA) 1000, 2000
SHORT. LANG, FLUSH, AND OAK SUMMIT PANELS
OD:
B
YAMS BY (2)
001E COMM
CODED 91 AE
PAN 03/)4/05
GRAMS 9,4901
IRC- 9509 - 160-21
DICIER DONNAS L WOW PL IR. NA M010440
HET 1 OF 3
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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.miam idade.eov /pera/
Amarr Garage Doors.
165 Carriage Court
Winston Salem, NC 27105
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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up
to 9' -0" Wide
APPROVAL DOCUMENT: Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by
Tomas L. Shelmerdine, 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, 3800 Greenway Circle, Lawrence,
Kansas, 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 # 09- 0604.03 and consists of this page 1 and evidence page E -1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI•DADE COUNTY
APPROVED
NOA No 12- 0228.12
Expiration Date: September 4, 2013
Approval Date: May 3, 2012
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24
GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test
Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E.
2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc.,
Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W.
Johnson, P.E. "Submitted under NOA # 12- 0228.09"
"Submitted under NOA # 08- 0718.01"
3. 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
along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with
Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test
Report No. ATL 0311.01 -03R, dated 06 /22/2006, signed and sealed by David W. Johnson,
P.E.
"Submitted under NOA # 03-0502.01"
4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No.
3DM -297, dated 04/09/2003, signed by Robert Kelly.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and
sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. S ,� lmerdine, P.E.
' %s°.1472.6112.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 12- 0228.12
Expiration Date: September 4, 2013
Approval Date: May 3, 2012
E -1
13 GA GALV. COMMERCIAL
TOP ROLLER BRACKET
ATTACHED V /(4) I /4' x
5/8' HEX HEAD SCREWS
PER BRACKET
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ (2) 1/4' x 1/2'
BOLT L NUT PER BRACKET
3 5/8' 2264. R -TRUSS ATTACHED
V/ (2) 1/4' x 5/8'
HEX READ SCREWS AT
EACH CENTER STILE
2. 10 BALL STEEL
5' STEM ROLLER
TYPICAL TOP FIXTURES
N.T.S.
_ SEE (TABLE 2) ON PAGE 2' FOR
RECOMMENDED SECTION CONFIGURATION
STILE
LO)AT109
142A. 'DURASAFE
CENTER HINGE ATTACHED
V/ <4) I/4' x 5/8'
HEX HEAD SCREWS
TYPICAL DURASAFE CENTER HINGE°
N.T.S.
THROUGH
lag i
YI87�:888888\��
D �,
S AlQ 71 1 A
T
<TOP)
ADJUSTABLE SLIDE BRACKET
ATTACHED V /(2) 1/4 -20 x
5/8' TRACK BOLTS AND NUT
14 GA DURASAFE AJUSTABLE
ROLLER CARRIERS ATTACHED 70
3 5/8' 2204 R -TRUSS V/(2)
1/4 X 5/8 HEX 14EAD SCREW
3 5/8' 220A.
R -TRUSS
ATTACHED V/ (4)
1/4' x 5/8' HE%
HEAD SCREWS
3 IDER N
S 3 /4' M 04I
SEE TABLE 4 ON PAGE 3
FOR STILE PLACEMENT
9 -0' MAX
INSIDE ELEVATION
N.T.S.
14 GA. DURASAFE
END HINGE ATTACHED
W/ (2) 1/4' It 5/8'
HEX HEAD SCREWS
42*. DURASAFE
ROLLER CARRIERS ATTACHED
TO END STILE AA/ (3) 1 /4' X 5/8'
HEX HEAD SCREWS PER CARRIER
SEE TABLE 1 ON PAGE 2
CDR STRUT SPACING
2' 00 BALL STEEL
9' LONG STEM ROLLER
2' THICK
24 0A. MIN EXTERIOR SKIN
x/BAKE0 ON POLYESTER F190111
STILE STIFFENERS (3)
LOCATED IN HINGE MOLE(S)
ON TOP SECTION ONLY
HOLES FOR STRUT
ATTACHMENT (IF STRUT
3S RE0IURED>
TYPICAL STILE STIFFENER (5)
N.T.S.
SLIDE LOCK ENGAGES INTO VERTICAL
TRACK ON BOTH SIDES 5/8' MIN
E4066E14E4T (SNAP LATCH, OR LOCK
BAR OPTIONAL) ATTACH 441(2) 1/4' x
3/484E% HEAD SCREWS
TYPICAL DURASAFE END HINGE
N.T.S.
STOP 800)609/0
W/ RE1OBLE SEAL
(SUPPUEO BY INSTALLER)
(3) 20 0A CENTER STILES
ATTACHED V1TH (2)
706 -L-L0C AT THE TOP AND
8017014 RAIL AND ADHESIVE
TO INTERIOR FACE
20 GA. GALV. STEEL END STILE
ATTACHED WITH (7) 70G -L -LC
TO DOORS SKIN AND (2)
TOG-L -LOC AT THE TOP AND
BOTTOM RAIL
(0 7/10' O4.
BOLT RETAINER
PER ROLLER
5 /16' x 1 5/8' LAG
SCREW (1) PER
JANE BRACKET
5/8'H X 82 GA
(1) 1/4-20 x 5 /8'7RACK (3 5/8' R- TRUSS)
SPLICE BOLT AND NUT PER
JAMB BRACKET
2' GALV. 51EEL 1RACK
TRACK THICKNESS .003'
CONT. 0I:R116AL JAM8 14
TRACK MOUNTING DFTAII (NG. 2 CR BETTER)
N.T.S.
2' 2054. STRUT
ATTACHED V/
(2) 1/4' X 5/8'
HEX HEAD SCREWS
AT END AND CENTER
STILES
3 GA COMMERCIAL
TOP FIXTURE ATTACHED W/
(4) 1/4' x 5/8' HEX HEAD SCREWS
ADJUSTABLE SLIDE BRACKET ATTACHED
W /(2) 1/4' x 1/2' BOLT AND NUTS
1) R -TRUSS
PER SECTION
END HINGE
14 G4.
•
5F ell ON A —A (SIDE VIEW)
S
(SPLICE)
3 GA FLAG BRACKET ATTACHED TO WOOD
JAMB
W/ (3) 5/16 DIA. X 1 -5/8' LAG BOLTS AND TO
TRACK W/ (4) 1/4' -20 x 5/8 TRACK SPLICE
BOLTS AND NUTS
3 5 /8'H X 22 GA. (3 5/8'
R- TRUSS) GALV. STEEL R -TRUSS
ATTACHED V/ (4) 1/4' x 5/8'
HEX HEAD SCREWS AT EACH END
STILE AND 02) 1/4' x 5/8' HEX
HEAD SCREWS AT EACH CENTER
STILE
1) STRUT AT
BOTTOM PANEL
CONT. STEEL RETAINER
V/ BOTTOM SEAL
N.T.S.
LARGE V I SSA-
SPLICE TRACKS AT 71145 LOCATION
W/ (4) l/4' -20 TRACK SPUCE BOLTS & NUTS
SECURE 70 JAMB MID (3) 5/18' DIA x 1 -5/8'
LAD BOLTS
(1) 5/18' 014. x 1 -5/8'
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
12 OA. OALV. STEEL
JAMB BRACKETS
ATTACHED W/ (1) I/4' -20
TRACK SPUCE BOLT & NUT
LSEE (TABLE 3) ON PAGE 2
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS
IVPACT RESISTA \T
2' 10 BALL STEEL
5' STEM ROLLER
0077014 BRACKET
13 GA. ATTACHED
V /C3) 1/4' X 5/8'
HEX HEAD SCREWS
TYPICAL BOTTOM BRACKET°
9.7S.
PRODUCT REVISE!)
as 4%1a1plyLvg MEb t: o "W41*
BulkUng Cole
Aaccpunm
PJp(rok9 /I%//% r • l.1
arieg■
REY
DL55611011 Cr RL\90110
DATE
BY
A
AR144M10110 2571EC ARIL 0)046 21 AUUD
36 -11-08
(21)02 B] MTI2010
00/03/01
Dec
MAX ZE
8 x SI 14'
DESIGN LOADS
+51.1 P5F
—60.3 PSF
LARGE AOSSLE
IMPACT
RESISTANCE
% tot 4TSIiF. ,(��A`.
°,• —/ No 14014)3519
ST F
arr.
145 CARRIAGE 005411 VINSTON- SALEM, /LC. 27005 WVV.ANARR.CON
PtOd)N;t Q30UOO
MODEL 960 HERITAGE (24 GA) 1000, 2000
MODEL 055 OAK SUMMIT (24 GA) 1000, 2000
SHORT, LONG, FLUSH, AND OAK SUMAGT PANELS
Sff
B
DAM 131 0(4
DAIS 83/11/03
DIOIID BY ME
DAZE 03/14/00
DRAWN FABER
IRC- 9509 - 160 -21
EMIR D200*0 L SEAM RE IX 10. 0018519
S1EET I OF 3
TABLE 1
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED
SECTION CONFIGURATION)
TOP
-
A
B
C
D
E
F
G
H
T
�F7
7'
'
5 1/2"
16"
37"
58"
*21
18"
18"
21"
76 1/2"
8'
51/y/E2"
16°
34"
"
70"
8: ,
' 2:1:
mac¢-
881/2"
9'
1/2"
13"
31"
���5�2q
49"
67'
85"
Swl 6.r
11'6"
p_fJ
100 1/2"
BEM
�5
°
werrum
18"
18"
21"
C's`�°.fid6e°
A -.
°
�
10'
5 1/2"
16'
37"
58'
76"
94"
21"
21"
112 1/2'
(�
"101:=
11'
..
5 1/2"
16"
A
34"
MUM
52"
70"
, e e.
88 "��
106"
k:.
®y
-
Ar; ;a:
11241/2'
1361/2"
21"
5 1/2"
16"
37"
k
58"
79"
100"
118"
p12'
WSM DM
13' 51/2
MEMO
14' 5 1/2"
r'
16"
RUMMER
37"
58'
76"
o
94"
d. o,..vI
112"
MBA
130
Ma
148 1/2"
MA
16"
WA
37"
MI
58"
'
81'x.1
79"
100"
121"
142"
1601/2'
TABLE 3
DOOR
HEIGHT
A B ® D
INIMMITM11
14"
WEE
® 14" ®38" 46"
®14 " ®38 46"
� 14' v® 38'EL6'�`-
14" psi
ETIMILIM
BLUER
41EMMEM
14"
®
14"
TABLE 2
DOOR
HEIGHT
SECTION HEIGHTS
Btm
#2
#3
#4
#5
#6
#7
#8
13' 6"
21"
21"
21
21"
1 r
21"
� ?
21"
X21!
k .
*21
18"
18"
21"
840 _,
.
2
1 1,.rio
8
8 k
8: ,
' 2:1:
12' 6"
21"
18"
18"
18"
18"
18"
18"
21"
Swl 6.r
11'6"
,.
21"
21"
21"
9
188
werrum
18"
18"
21"
C's`�°.fid6e°
A -.
°
8
. 1 u5"
' &
e .
21:"
10' 6"
21"
21"
21"
21"
21"
21"
9'6"
21"
18"
18"
18"
18"
21"
9 ®'
X18'".
a 8"
-
',8
'I8
8' 6"
21"
21"
21"
18"
21"
'
81'x.1
7' 6"
18"
18"
18"
18"
18"
6'6 "®_ g
g:20
21"
MEM=
18" 18" 21"
TRACK ATTACHMENT
56"
56"
56"
56"
SPLICE
S
0 ® ® ® ®0®®
diELZIIMMIZIO
68 ®-111111111•1111111111111111 76
68 78" - - -11111-- 88"
'711VMEMELEZ.
68" X78" s8"
TOMMES1 100"
68" 78" 88" 100" M]� M1@p�g�
61 - ".c:L O-o.' �3 't,, ENE
68" 78" 88' 100"
-- MEE X110" -
68" 78" 88" 100" 110" OM= 136"
L.M ELM FM MU
134"
134"
112"
124"
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED
WITH SYP OR SPF NO, 2 OR BETTER ONLY
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS /FT & —271.4 LOS /FT
3. DOOR AND HARDWARE MALL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R —TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PACE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
INTERIOR OF GARAGE
MAX. WIDTH 9'0" �—
DESIGN LOADS
+230.0 LBS /FT
—271.4 LBS/FT
111111111111
SEE NOTE 2
PRODUCT REVISED
. complying withers Pod&
Building Code
Aeceptanca
REV
OE921PTON Cf IET190N5
041E
A
91041104 9) 067 FRG MLTL 6 &IC3KITED
06 -1, -0A
901
UM1ED W RC 2110
10/13/11
MAX K 51141E
'
DESIGN LOADS
+51.1 PSF
—60.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
*tan;
163 CARRIAGE UAW VINSTON- SALEM, NC, 27105 WVANARR.CCM
MODEL 950 HERITAGE (24 GA) 1000, 2000
MODEL 055 0AK SUMMIT (24 GA) 1000, 2000
SHORT, LONG, PLUSH, AND OAK SUMMIT PANELS
SR
B
DRANK BY DJ
OAK 01 /12/113
INEIXED 90 AAE
OAK 03/34/03
DRAM HAW
IRC- 9509- 180-21
68616 8587 L 9000110 PE 35. Ns. 046579
SET 2 OF 3
AVAILABLE TRACK CONFIGURATIONS
N.T.S.
WOOD JAMB ATTACHMENT TO STRUCTURE
5/16'
X 3' LAG SCREWS STARTING 6' FRO ENDS THEN
20' 0.2. (1 1/2' EMBEDMENT)
HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. MC, (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 18' O.C. (1 1/4' EMBEDMENT)
ITW /RAMSET REDHEAD (TRU -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C -90 BI OCK
SIMPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
(3' APART) AT 8' 0.C. U 1/2' EMBEDMENT)
HILTI 1/4' X 2 -3/4' KWIK -CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) AT 8' 0.C. (1 1/4' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C -90 21 OCK (2000 PCI GROUT)
HILTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 22' D,C. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C -90 BLOCK>
■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
•PREPARATION OF WOOD JAMBS BY OTHERS
GROUTED ELOC
STRUCTURE
J-1
1/2' MIN 2 -3/4' NIN 1 -1%2' MIN 4'
2 %6 JAMB
TYP.
3' 11114
PRODUCTB(EVISED
r oompIHNB with the Fb(id0
mw A
,/12-0Z22../l2
Ewing. 'Q10 ' I
By
FEY
DES(RDBOI R 2161018
0622
81
N}94MT04 W ZIP/ FBC AAa IDS 0FGf i0ID
06-11-08
SAN
LRAM W FEE 210
10/13%11
042
MAX 2
9' x2114' E
DESIGN LOADS
+51.1 PSF
-80.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
163 CARRIAGE COURT VINST224- SALEM, HG 27.105 VVVAMIRR.CON.
MODEL 050 HERITAGE (24 GA) 1000, 2000
MODEL 655 OAX SUMMIT (24 GA) 1000, 2000
SHORT, LANG, FLUSH, AND OAK SUMMIT PANELS
8ff
8
DRAIN BY DU
2612 63/12/03
NOD BY ME
EMI 03/14/03
0668821861088
RRC- 9509- 180 -21
ENGINEER 1EI011AS L SNEINEAWE P.0 110. No. 0048578
SFEI 3 OF 3