WS-17-2885 (2)�� �NeREs yQ
FCOR'.
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number
Permit NO. WS-12-17-2885
Permit Type., WindowsfShuttem
WorkClassifcation: Garage Door
Permit Status: APPROVED
issue Date: 1211512017 1 Expiration: 06/13/2018
A—li—f
1201 NE 96 Street 1132060143830
Miami Shores, FL 33138-2553 Block: Lot: BKT HOLDING LLC
Owner Information Address Phone Cell
BKT HOLDING LLC 700 NE 90 Street
MIAMI FL 33138-
2691 E OAKLAND PARK Boulevard
FT. LAUDERDALE FL 33306-
Contractor(s) Phone Cell Phone
JULIAO GARAGE DOORS 305-826-0250
Type of Work: INSTALLATION OF A NEW GARAGE DOOR
No of Openings: 1
Additional Info: INSTALLATION OF A NEW GARAGE DOOR
Classification: Residential
Scanning: 3
Fees Due
Amount
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Permit Fee
$110.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$127.80
Valuation: $ 2,500.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-12-17-65841
12/15/2017 Credit Card $ 127.80 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that
construction and zoning. Futhermorg
Authorized Signature:
ng information is accurate and that all work will be done in compliance with all applicable laws regulating
;fabove-named contractor to do the work stated.
December 15, 2017
/ Contractor / Agent
Building Department Copy
December 15, 2017 1
Miami Shores Village
Building Department tttl�l
IVE.0
10050 N.E.2nd Avenue, Miami Shores, Florida 3313Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING 1
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS
JOB ADDRESS: Z&Ow NA- -
q ,
F-BC 20N
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County:
Couu�nty: Miami Dade Zip:
Folio/Parcel#: ,3 2496 61/ y 3f 3 b/ Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: p
OWNER: Name (Fee Simple Titleholder): 12It'r /rJ�� � LG e
LPhone#: S 70 y 1�QfJ
Address:, L `7 I G L,P( IpMnd [fir, R ?� (Yok r G 7Ly/ IT
City: C t. LdAAA e,Y"ii/> Jt State: C Zip:
Tenant/Lessee Name: Phone#:
L n 1 -1_.
Email
CONTRACTOR: Company Name: �l �v}� �; i AX& Phone#: q
Address: �. "-, l
City:a( U,* (IJI(ol State: Zip: ?WJe
Qualifier Name: ) T iji &b. Phone#: KIA"+q-Z % -C► SZ�
State Certification or Registration #: 16S 60} &? e—&ertificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $
Type of Work: ❑ Addition
Description of Work:
Phone#:
City: State: Zip:
Square/Linear Footage of Work:
Alteration -4 New ❑ Repair/Replace ' ❑ Demolition
It / . i - - -
Specify color of color thru tile:.
Submittal Fee $
Scanning Fee $
Permit Fee $ 1( �) .
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $ T
TOTAL FEE NOW DUE $
(Revised02/24/2014
I
Bonding Company's Name (if applicable)
It
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 absence of such posted ,the
inspection will not be approved and a reinspection fee will be charged. 77
Signature L Signature
rc—r
OWNER or AGENT
The foregoing instrument was acknowledged before me this
Z' f, day of O8Z&Xe9 r 20 / 7 by
"1ho is personally known to
me 'r who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign'
Prin
Seal: — --
ti�;Yp�,,, 1AMIE RITTER
;� State of Florida Notary Public
• •, Coornmission # GGE148095
APPROVED BY
The foregoing instru a was acknowledged before me this
day of W 20 19 by
who is personally known to
me or who has produced DeLN4 as
identification and who did ake an oath.
V ' 018ELLE LOPEZ
NOTARY PUBLIC: ;;p�"� ;
MY COMMISSION # FF960020
_ a
EXPIRES February 11. 2020
i-1G7�:1fNSU'SS fk,rKk�Nuu �drvK.n.usi
Sign:
Print: it kl=
QP uto I , ooe.�-
Seal:
*******************************************************
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review
Clerk
WS ►TZ58s
WORST CASE SCENARIO DESIGN PRESSURE (
FLORIDA BUILDING CODE 5TH EDITION (2014)
DADE COUNTY FLORIDA
175 MPH
EXPOSURE C
Door
Width
Door
Hei ht
Mean
Roof
Hei ht
Design Pressure
Positive
Negative
8
7
15
35.6
-44:7
9
'7
35.3
44.0
10
7
35.0
43.5
16
7
33.8
41.0
18---7
33.5
40.4
8
7
16
36.1
-45.3
9
7
35.7
-44.6
10
7
35.5
-44.1
16
7
34.2
41.6
18
7
33.9
-41.0
8
7
17
36.5
45.9
9
7
36.2
-45.2
10
7
35.9
44.7
16
7
34.7
-42.1
18
7
1 34.3
-41.5
8
7
18
37.0
-46.4
9
7
36.6
45.8
10
7
36.4
-45.2
16
7
35.1
42.7
18
7
34.8
-42.0
8
7
19
37.4
-46.9
9
7
37.1
-46.3
10
7
36.8
-45.7
16
7
35.5
43.1
18
7
1 35.2
42.5
8
7
20
37.8
-47.4
9
7
37.5
-46.8
10
7
37.2
-46.2
16
7
35.9
-43.6
18
7,
35.5
-43.0
8
7
21
38.2
-47.9
9
7
37.8
47.3
10
7
37.6
-46.7
16
7
36.2
-44.1
18
7
35.9
-43.4
8
7
22
38.6
48.4
9
7
38.2
-47.7
10
7
37.9
-47.1
16
7
36.6
44.5
18.
7
36.3
-43.8
8
7
23
1
38.9
-48.9
9
7
38.6
48.2
10
7
38.3
47.6
16
7
36.9
44.9
18
7
36.6
44.2
8
7
24
39.3
-49.3
9
7
38.9
48.6
10
7
38.6
-48.0
16
7
37.3
45.3
18
7
36.9
44.6
8
7
25
39.6
-49.7
9
7
39.3
-49.0
10
7
39.0
-48.4
16
7
37.6
45.7
18
7
37.3
45.0
ENCLOSED BUILDINGS DECA1 2017
EXPOSURE C
Door
Width
Door
Hei ht
Mean
Roof
Hei ht
Desi n Pressure
Positive
Ne ative
8
8
15
1
35.2
-44.0
9
8
34.9
-43.4
10
8
34.6
-42.8
16
8
33.4
-40.4
18
8
33.1
-39.7
8
8
16
35.7
44.6
9
8
35.4
-43.9
10
8
35.1
-43.4
16
8
33.9
-40.9
18
8
33.6
-40.3
8
8
173.9
5.1
9
8
4.5
10
8
16
8
1.4
18
8
J36O44.5
0.8
8
8
18
5.7
9
8
5.0
10
8
16
8
34.7
-41.9
18
8
34.4
-41.3
8
8
19
37.0
-46.2
9
8
36.7
45.6
36.4
-45.0
E10
16
f
35.1
-42.4
18
34.8
-41.8
8
8
20
1
37.4
-46.7
9
8
37.1
46.1
10
8
36.8
-45.5
1
8
35.5
-42.9
18
8
35.2
42.2
8
8
21
37.8
47.2
9
8
37.5
-46.5
10
8
37.2
-45.9
16
8
35.9
-43.3
18
8
35.5
1 -42.7
8
8
22
38.2
47.7
9
8
37.8
77.0
8
37.5
-46.4
M618
8
36.2
-43.7
8
35.9
-43.1
8
8
23
38.5
48.1
9
8
38.2
47.4
10
8
37.9
46.8
16
8
36.6
44.2
18
8
36.2
-43.5
8
8
24
38.9
48.5
9
8
38.5
-47.9
10
8
38.2
-47.3
16
8
36.9
-44.6
18
8
36.6
-43.9
8
8
_
25
39.2
-49.0
9
8
38.9
-48.3
10
8
38.6
-47.7
16
8
37.2
_ -44.9_
_18-
-8-
36.9
-44.3-'
EXPOSURE D
Door
Width
Door
Hei ht
Mean
Roof
Hei ht
Desi n Pressure
Positive
Ne ative
8
7
15
43.2
-54.2
9
7
42.8
53.5
10
7
42.5
-52.8
16
7
41.0
-49.8
18
T 7
40.6
-49.1
8
7
16
43.7
-54.8
9
7
43.3
-54.1
10
7
42.9
-53.4
16
7
41.4
.50.4 '
18
7
41.1
49.6
8
7
17
44.1
-55.4
9
7
43.7
-54.6
10
7
43.4
54.0
16
7
41.9
=50.9
18
7
41.5
-50.2
8
7
18
44.6
-55.9
9
7
44.2
-55.2
10
7
43.8
-54.6
16
7
42.3
-51.4
18
7
41.9
-50.7
8
7
19
45:0
-56.5
9
7
44.6
-55.7
10
7
44.2
-55.0
16
7
42.7
-51.9
18
7
42.3
-51r.1
8
7
20
1
45.4,
-57.0
9
7
45.0
-56.2
10
7
44.6
-55.5
18
1 7
43.1
-52.4 '
18
1 7
42.7
-51.6
8
7
21
45.8
-57.5
9
7
45.4
-56.7
10
7
45.0
-56.0
16
7
43.4 1
-52.8
18
7
43.0 1
-52.0.
8
7
22
46.1
-57.9
9
7
45.7
-57.1
10
7
45.4
-56.4
18
7
43.8
53.3
18
7
43.4
-52.5
8
7
23
46.5
-58.4
9
7
46.1
-57.6
10
7
45.7
56.9
16
7
_44:1
-53.7
18
7
43.7 1
-52.9
8
7
24
46.8
-58.8
9
7
46.4
-58.0
10 1
7 1
46.1
-57.3
16
7
44.5
.54.1
18
7
44.1
-53.3
8
7
25
47.2
-59.2
9
7
46.8
-58.4
10
7
46.4
-57.7
16
7
44.8
54.4
18
7
44.4
53.6
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for
Low -Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD)
design pressures shown.
3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II.
4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building.
5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations
will result in lower pressures.
6) For mean roof heights less than 15', use 15' pressures.
7) This Table is only to be used in conjunction with Amarr Garage Doors.
165 Carriage Court• Winston-Salem, North Carolina 27105
Phone (336) 744-5100 • Fax (336) 744-5815
www.amarr.com
rr,
ENTRICAIATIC
EXPOSURE D
Door
Width
Door
',Hei ht
Mean
Roof
Hei ht
Desl n Pressure
Positive
Negative
8
8
15
42.7
-53.4
9
a
42.4
52.6
10
8
42.0
-51.9
16
8
40'.6
49.0
18
8
40.2
-48.2
8
8
16
•
43.2
-54.0
9
8
42.8
-53.2
10
8
42.5
-52.5
16'
8'
41.0
-49.5
18
8
40.6
-48.8
8'
8
�.
•
47
•
.7
•
8
43.3
-53.8
10
1 •
8
8
41.0
-53.1
1.4
-". I
•�0
f 8
• 41.1
-49.3
* 6 0
8
•
• s •
�i8
s • •
•
4.1
• :8
64.7
-54.3
10
8
43.4
8
e41.91�544.8
0180
8
4 .5
a
8
$
•
44.5
90
• 8
44.1
10
8
.8
16 '
8
42.3
06
• 8
1.9
V-S•
8
8
20
0 44.9
-56.1
9
8
.5
-55.3
10
8
44.2
-54.6 '
16
8
42.6
-51.5
18
8
42.2
-50.7
8
8
21
45.3
-56.6
9
8
44.9-55.8
10
8
44.6
-55.1
16
8
43.0
-51.9
18 1
8
42.6
-51.1
8
8
22
45.7
-57.0
9
8
45.3
-56.2
44.9
-55.5
E10M
16
43.3
-52`3
18
42.9
-51.6
8
8
23 1,
1
1
46.0
-57.5
9
8
45.6
-56.7
10
8
45.3
-56.0
16
8
43.7
-52.8
18
8
43.3
-52.0
8
8
24
46.4
-57.9
9
8
46.0
-57.1
10
8
45.6
-56.4
16 1
8
44.0
-53.1
18 1
8
43.6'
-52.3
8
8
25
46.7
-58.3
9
8
46.3'
-57.5
10
8
45.9
-56.8
16
8
44.3
-53.5
18
8
43.9
-52.7
M
N
MIAMPS E p C 0 7 201,
• " .
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
;r
MIA DA CO
PRO r SE N
I' St , Roo 08
T
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 RER-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. RER 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 Wee, •
including the High Velocity Hurricane Zone. """
DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Insulated Steel Sn otional G:00ara€;e boor uq ... •
to 18'-0" Wide with Impact Resistant Windows (DP +42.0, -46.0 PSF) 0 • •;.. .
... ...
APPROVAL DOCUMENT: Drawing No. IRC-1218-165-26-I, titled "Model # 1 J9® 44gritage•&•Oak o•
Summit 3000 Short; Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, d&t8 06/07/20Y17, with • •; •'.
revision B dated 11/11/2013, prepared by Amarr Garage Doors, signed and sealed By Vc;nas L"' . • : 00000
•
Shelmerdine, P.E., bearing the Miami -Dade County Product Control renewal stamp0 WIN the Notice • •
Acceptance number and expiration date by the Miami -Dade County Product Control Section. 0 • 6,*; •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • ; •
_LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circlet awwnce, • •
Kan a model number, the positive and negative design pressure rating, indicate impact rated if applicable,
i stal on ifistruction drawing reference number, approval number (NOA), the applicable test standards, and
oe ' Wen€�i-eading `Miami -Dade County Product Control Approved' is to be located on the door's side
t ack, on�angle, or inner surface of a panel.
Lwof this NOA shall be considered after a renewal application has been filed and there has been no change
1 _ inth cable building code negatively affecting the performance of this product.
�� TE ANON of this NOA will occur after the expiration date or if there has been a revision or change in the
} materi ls,� use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
� co sales, dvjitisii g or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
m t is N A-7shalI-be cause for termination and removal of NOA.
ro WV AT. ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
o_t xpiralon_date) i ay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
itke ti€ety.
p c7 NSP CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
EL 2s al be mailable for inspection at the job site at the request of the Building Official.
Q �. Iris JNOA renews NOA # 15-0505.23 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. 17-0517.13
MIAMMADE COUNTY= Expiration Date: October 4, 2022
' Approval Date: July 20, 2017
Jj 17 Page I
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 14-0414.11 "
1. Drawing No. IRC-1218-165-26-I, titled "Model #1200 Heritage & Oak Summit 3000
Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated
06/07/2007, with revision B dated 11/11/2013, prepared by Amarr Garage Doors,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 14-0414.11 "
1. Addendum to Test Report No. ATLNC 1111.01-13 prepared by American Test Lab,
Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E.
2. 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) Tensile Test per ASTM E8
5) Forced Entry Resistance Test per FBC, TAS 202-94 •
along with marked -up drawings and installation diagram of 18'x T.24 ga Steel'garage,.....
door Model 1200 Heritage 3000, prepared by American Test L:6bi,1rie., Tegt.ReRort •;
No. ATLNC 1111.01-13, dated 12/17/2013, signed and sealed!MMvid W. Jbbnson; .."'
P.E. ......
.... .... . .
.... .... .....
"Submitted under NOA # 12-0228.09" ...... ... .
3. Test report on Evaluation of Painted or Coated Specimens Sub edted'to Corro%4e ......
Environments per ASTM D 1654 & ASTM B 117, prepared by 2krahijectural Testing, • ;
Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and §ealed kw.xoseph*
A. Reed, P.E. •..' ... :"
4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by Americeh 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 # 07 0820.05"
5. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94,
2) Large Missile Impact Test, per FBC TAS 201-94,
3) Cyclic Wind Pressure Test Loading, per FBC TAS 203-94,
along with marked -up drawings, prepared by American Test Lab, Inc., Test Report #
ATLNC 0604.01-07, dated 06/30/2007, signed and sealed by David W. Johnson, P.E.
6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by
Hurricane Engineering & Testing Inc., Report # HETI-07-T734, dated 06/26/2007,
signed and sealed by Candido F. Font, P.E.
00� �7/1 j 1177
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0517.13
Expiration Date: October 4, 2022
Approval Date: July 20, 2017
E -1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0414.11 "
1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed
and sealed by Thomas L. Shelmerdine, P.E.
"Submitted under NOA # 12-0228.05"
2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
•.••.•
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-02j8,454 ; • • • • •
1. Test report on Surface Burning Characteristics on the expanded'1idl� tyretie UL file
OAO
R11812.
.... .... . .
.... .... .....
...... ... . .....
F. STATEMENTS • • • • • • • • •
1. Statement letter of code conformance to the 51h edition (2014) PV;nd of no7financial� ; •
interest issued by Structural Solutions, PA., dated 05/08/2017,.signed and ed by ,
Tomas L. Shelmerdine, P.E. • • • • • • ; •
00
�7�J�, o t7
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0517.13
Expiration Date: October 4, 2022
Approval Date: July 20, 2017
E -2
]E W OALV. STEEL ADJUSTABLE ROLLER CARRIER '
COYHCRCIAI. TOP ROLLER ATTACHED V/ (• 1/4' x I/2' • IOW 2 5/B' X 3 1/E' BACKERPLATE
BRACKET ATIAMED V/l4 OCRTED UNDER SKIN AT (2) 12 GA COHDERCIAL TO
BDL7 4 NUi PER BRACKET
V4' x S/{' ILEX )CAD ® EACH ENDSTLLE AND CENTER STILE TI%iU1F ATTACHED CR (11
JCREYJ PER BRACKET AL
14W. DUMSAFE ROLLER x 3/4' NEX HCAn SCMVs9 12•H X IH W (0' R-TRUSS) CARRIER A7TACHED /0 FRONT SKIN 24W (B22' NIHJ E' ADJUSTABLE SLIDE BRACKF
ATTACHE➢XHFAD14G. IARASAFC END STILE W (4) 1/4'HACK SKIN 27UA U119 M ATTACHED V/(0 1/4' x LSCREW AT EACH HINGE ANB G) A7 EAC CENTER HINGE ATTACHED x 3/4, HEX HEAR V/BAKEDON POLYESTER FINISH BOLT AND NUHINGE LOGLTIIRI ]NIO MCK SKIN "' •;'; `•I V/ (4)1!{'e/4' SCRCVs PER CMRIER HEX HEAD SCREWS ➢3 14W DURASIdE ROLLCR CFC-FREEE%PANOECARRIERATTACHED TO POLYSTYRENE INSULA733 J 1/2'N X ]B ITA. (33 KSD
R-TRUSSV/43)1/Y x (LBS PCF)GALV. STEEL R-'!BUSS
R• 10 BALL STEEL 9.D' STEN 1/2M X 18 GA 0• R-TRUSS) 3/4,HEX HEAD SCREWS ATTACHED W 0) 1/4- xHURRICANE ROLLER V/ 7/1JTTACHED V/BD 1!4' X 3/4' HEX HEAD ' ' (4 W DURASAFE X HEA➢ SCREWSAT EACI
RETAINER FOR NON-TWEADESCREWS AT ENDSTRES AID .R AT EACH END HTNGE ATTACHED END STILE AND (0 AT CA(
TSHINGE LOCATION INTO BACK SKIN `' � W! 0) 1/4' x 3/4' CENTER STILE LOCATION 0
9 12-H X ID EA R-TRUSS ATTACHED HE% HEAD SCRLVS TOP SECTION
/'� V/CU 1/A' % HEAD SCREWf
TYPICAL TOP FIXTURES 7 1 1 �TP�CAL DURASAFE CENTER NM 7 E4 GA END MME
N.T.R SLIDE LOCK ENGAGES INTO 1/4' X 0/ATT/' HEX HEAD 9)1/EM % IOPER ION <73_KSU
AT
SiMS VERTICAL
LATCH, OR LOCK SCREWS �% CDV. s!/1x SIT 41'S N[%T
A MR OPTIONAV ATTACH V/<E1 E' l0 HALL S7EE1. 9.Y __C2)s AT EACH CENTER
(—1/4• x 3/4'HEX !FAD SCREWS _ STEN HURRICANE RaLERAN
SEE TABLE
FOR STILE
INSIDE ELEVATION
N.T.S.
2 X B SOUDEW! YELLOW FINE
(NO. 2 OR BETOG
iTAC11ED 1/4 X 51WXULT
SPICE ➢DLT <
0A,Vin
TRACK MOUNTING DETAIL
H.TA
TYPICAL DURASAFE END HINGE / j
N.T.B.
EACH
— (.LQ LIFT CABLES
—PRODUCT RENEWED --I
as complying With the Florida
Building God•
NOA-No. 17-0517.13
Expimtlon D 10104/2022
Mla Product Control
LARGE MISSILE
as so* 0R•Y 3 iRACI(. TRACX OB3 • . • J M P A C T
➢a 14GA. OADR/i'E RO.Ldt• • • • • •
CARRIER ATTACHM TD R-TALES • • • • • • •
V/q)I/ ,•••• •• RESrSTANC
HEX HEAD S
S 1/E'H x D�Op�,-r)�VLSBD ODUCF
w• R-TRUSS) ,. De,�gilw Roe R•. FiDlw H. zamylyb
• orb ••• ••• A
• p.,�llsgm Oae% • •
of By A
%twm Ask hoom cow. :a
• • • '• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
➢OTT•1 BRACKET
ATTACHED
V/ (G) 1/4' x 2/4'
HEX HEAD SCREWS
SECTION A —A (SIDE VIEW!
N.T.S.
REM I DFS<RPWI OF RUM Jon BT
A IIPDAim id f8C i010 11/29T51 gA
B 1 go GL 7NC il�ll/IJ NA
MAX SIZE r•,.',..... (•`,•� r
DE5ICN LOADS � ,y,• % d[j
+42.0 PSF V
' v
-46.0 PSF Ni. 486 to
fig
q ATE OF T
GE MSSILE :•r ry}��•r• �P
RESISTANCE �$ •)
FLh
2 karr
163 CARRIAGE COsi V➢u1DH-SAIJM HE 27M WVARARAGO(
MODEL ##1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
Short, Long, Flush & Oak Summit Panels
sa DRAM!BY sCl BAF 5pl/v OEM Al n _ _
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD 15 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 OR
+J78.0 LBS/FT k -414.0 LBS/FT
J. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA
4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
S. DOORS USE (1) 5.5' 18 GA R-TRUSS PER SECTION AND
(i) S 20 GA STRUT ON THE BOTTOM SECTION -
a. DOORS OVER (4) SECTIONS REFER TO TABLE 1
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A RECISTREO PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED- ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
e. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COI
LS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF
ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH CCTL
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 IRE TEST REPORTS VATH 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 34,000 PSI OR MORE SHALL BE USED TO MAKE
DOOR PANELS FOR DADE COUNTY UNDER TFIS NOTICE OF ACCEPTANCE
14 GA. FLAG BRACKET ATTACKED TO VDUD
JANBV/ (3) 5/16 DIA X 1-5/8' LAG DOLTS
AND TO TRACK V/ (4) 1/4'-20 x 5/81 TRACK
SPLICE BOLTS AND NUTS
SEE (TABLE 2) FOR
JAMB BRACKET SPACING
INTERKIR OF GARAGE
4 MAX. %Dm Iry I --
JAMB DESIGN LOADS
+378.0 LDS/FT SEE NOTES I & 2 PACE 2
-414.0 LBS/FT
SPLICE TRACKS AT THIS LOCATION
W/ (4) 1/4-20 TRACK SPLICE
BOLTS 6 NUTS SECURE TO JAMB
WITH 13) 5/16 DIA. X 1-5/8 LAG
DOLTS
QU 511V DIA
LAS DOLT ATTACHCD IIIJAMB
AT EA JAMB BRACKCT
ie GA GALV. STEEL
JAMB DRACKETS
ATTACHED V/ (D 1/4-20 M 5/8'
TRACK SPLICE DOLT L MIT
00
•
•
••
STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS
N.T.S.
•
•
•
•
•
•
WOOD JAMB ATTACHMENT TO STRUCTURE
S/16• X 3• LAG SCREVS STARi1NG~6' FROM ENDS THEN fE• O.C. Q 1/2' EMBEDMENT)
2 K 6 VERTICAL JAMB ATTACHMENT T➢ 2AQDPSLFdINCRcrr
HILTI SLEEVE
HEHA ANCHOR
X 4' STARTING FROM ENDS THEN 24' D.C. (2 I/2' EMBEDMENT)
HILTI KSET ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 10' or. (1 V4' L' 1/2' MI
lTW/RAHSET REDHEAD (TRU-BOLT) 3/0' X 4• STARTING 6' FROM ENDS THEN EE' QC C2 1/2' ENeEDMENi)
SINPSDN 1/4' X 3' 7IT SCREWS STAR71 6' Rffll ENDS, USE PAIRS OF FASTENERS
Cl' APART) AT Of UC. O 1/2' EMBEDMENT)
HILTI 1/4' X e-3/4' KVIK-CON I1+ SCREWS STARTING 6' FROM ENDS, USE PAIRS IF
FASTENERS (3' APART) AT 8' O.C. (1 1/4' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2- /4' STARTING 6' FROM ENDS T1E.N 12' O,C, (1 1/4,
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
-LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MUN71NG SURFACE.
.PREPARATION OF WOOD JANOS BY ➢THERS
O CONCRETE HOLLOV HLO GRUITED BI.
STRUCTURE STRUCTURE STRUCTURE 'STRUCTURE
1/� V KIM 213) /4' HIM 1-1/8' MIN 4' .
TYR JAlIB
AWA"KE•TRACK CC*IF1GURA5IONS
T.S. • • • •
• • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT RENEWED
no
comply=with the Florida
Building Codi
NOA-No. 17-0517.13
Explratlon D 10/04/2022
By
Miami-D uet Control
PROC UCE R6Vmsm PRODUCT RBvtsFD
. w.IpBy:s.tn dr tlarW ., exnp1yY16aNtM16r FFArld•
-NJ
t4&�r AokptaDl Db // 7
e
KAi•w Oared Af EtedDDt
R:T DE38PBIB(FRCVSOD 0BE Y
A MOADD TO TBC 10D 111' 1 BR
B AWEI fUTNG il/11/N BA
MAX SIZE �•'•�, SFIP/. ••' �Q
DESIGN LOADS >i� •' • •� • • ••••; ...
+42.0 PSF
-46.0 PSF w!'; '• -/_•• '.Nc 48678 •. • . : ?
e� :Yq_. 87A'CE OF
ARSE MISSILE •,•'j'•.� •..��p.'
IMPACT RESISTANCE �� , • 4...••'• 0
€ FL .
m PAMArS Cmw vv0`T - A^ Rr U)", 4VVAMAPoI.COM
MODEL 1200 HERITAGE 3000
MODEL # 200 OAK SUMMIT 3000
Short, Lon , Flush & Oak Summit Panels
$aI mm BY Sol DATE 5/d/W OMMIKG NIM
B CEODer 0 1 UTE 6A7/4M RC-1218-165-26-1
9[O 2 OF 4
3 I/C X ID GA R TRUSD
ATTACHW V/ @1 IM' X 9/4' '
NC% HEAD SOEVS PER STILE
PRODUCT RENEWED
as complying with the Florida
Bultding Code
N°A-No. 17-0517.13
R-TRuss m6mt
Expiration e1010412022
R-TRUSS SPACER 55A
By
N.TS
Mlaml- a e Product Control
MAX, DLO
.055' GOLD ExnwwD ALU/DN101
IMPACT INTERM FRAME (14) DD X 1' PHILLIPS
V/.375' SITE ON GLASS' MEAD SHEETMETHE L SCREVS
USED TO FASTEN TALUXWUM ' 10 • .
_ I/ '.HAKROLaN PULYCARB@UTE INTERIOR FRAME TV THE MAX, DLq
NANIPACTOREO. DY DAYER ALUMINUM EXTPUM FRANC ,
PANELS R DETAIL
0
56' 4060 EXTRUDED ALUM" U' VD•• X its, CONTIMOU$
IMPACT EXTERIOR FRAME (�M) MDT MELT SEALAN
MAT
MANUFACTURED DY DDSTIX
_ .SECTION D-D IMPACT VINDOW DETAIL
N.TS. 18-L8' DLO
10-5/8' DLO
3' GALV STEEL INTERIOR DTACT VINDOV FRANC
A33' GALV STEEL EXTERIOR IMPACT VINDOV FRAME WAS' NVE ON GRASS
O1iMt�[ItQO'�n•{C' E7 GA STEEL DOOR SKIN
IMPACT GLAZING FASTENER DETAIL
5,U' WERALL F�RRAAMM 24 GA, STEEL DOOR SKIN S
CLEAR ANNEALED RLATS GLAZING MEETS ASTH-EI300-04
S90' EAS1)IAN PVD
LED GLASS
GLAS
KANUtYER
O CLEAR AMHEAACTLREO DY OVAROIAN
DUREDONO 111-I9
TRUCTURAI A ,
., XY ONIVII IF R:11W
. A JUNDAIDTOMM 11f6/II AIR
9' EXTRUDED RPVC INTERIOR DECORATIVE VURDIIV FRANC D ISO 0.A7110 %/TI/O
y (. 2T8tAH/lSEbTUSED42II-ggvu1TI0MNP. ACVT vpp�RppOV FRAME iO a •{� aaE`+�•�•�"_T��r�.A
�
FRAME HA% SIZE
3. �{ �u
N/64' X I/E' SCREW - USED TO fASTEM DECON RATE PLASTTC MOLDED )� x 14'
VIM" FRARE.711 THE ASSEMBLY
DESIGN LOAD R
+42.0 PSF
SEON C-C IMPACT %fINUOV'DETAIL -4E0 PSF Ir3 �a N •�i. }
' CTIdNi11DULT➢BVISBD �;
} 14GA DIALISAFE �mAglcbdo'ihMF7afL _. ' S3
CEMTR IDTdE ATTACHED. [hiANr•C✓I•I' E ylga4 • .L
® V/ (O I/1 x 8/4' Mxsplmm Fb SIN IMPACT
42 •r{`` A ��`ti ..• t' A� �P
MIX WAD >taEVS RESISTANCE I•
1DGA S-TOOTS 1
iiAD S)CAV •. .9, xt
FL ti4ii .X.,.VaT
• • • • • • • West
2, mow"
• • • • •
•• • • • • • • • PROOUCF D:EVISDU
• • • • • • • ae COIIIpIp111D AYtI�1EDFM15LD W-DADE cDlar VIXa7m-aA[EM. NL L7a3AMAWVAM
• • • • N • • • 11 MODEL #1200 HERITAGE 3000
R-TRUSS SPACERnD MODEL 200 OAK SUMMIT 3000
T(K Short, kn , .Flush & Oak Summit Panels
• 000 R- USS � 000 404140 � PnWun Carol 517E WlJd M A7 MR 5%dJg OiATAW DD1Q
• •*s • • 5 • • B M. mD Nu DJO7/D) 12C-1218-I65-26-I
• • • • • SWIIF4
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
0 0 009 000
TABLE 1 TABLE 2 *00 000 •
DOOR
SECTION HEIGHTS
HEIGHT
Bfm
#2
#3
#4
1 #5
#6
#7
98
MR=.,.,
n.
. ;
5,za,
*5
ARSIM
Im
IFIr
21"
211
21-
21"
21"
18"
18-
21"
IZ T
21-
18-
18-
18-1
IS-
I&'
la'
21"
1116,
21"
211"
21'
18-
IS-
18"'
21"
Q4=6
AM
IVY'
21'
21"
21"
21'
21"
21"
9V
21"
18"
18'
18"
18"
21"
O'Lr
21"
21"
21*
16'
21'
.18".
18"
IS-
I
§M&
'18"
21"
TABLE
Section
-W—
Idth
Panel Typo
Carter Stile Locations
(Measured from Loft Edge)
1st
n)
I 2st
(I n)
3rd
(in)
162
Long
61.168
97.000
142.834
M,
M
004
ffligg
Am
w4w§
116'4
I Long
52.168
98.000
143.834 1
J"W211,
66
Long
61,340
99,000
146.66046
8
Long
52.20D
100.000
14.800
1VI0
Long
53.200
101.000
14&800
MT
'
01
=M
IMM,
v2M..515-I9.
iTD
Long
54.200
102.00011.800'.
1T2
Long
66.200
103.000
150.800
99
9
lia2�
99W
1T4
Long
66.200
104.000
151.8W
n
w ,
on - -:;
T-fibiAMT,
17
B
Long
67.200
105.000
152.800
MM
I7'8
, Long
55.800
Long
66250
IT
10
00,81!
1 .. I .. 1
7Rw
160
Lo
57.800
DOOR
TRACK ATTACHMENT
SPLICE
HEIGHT
A
131CID
E
F
G
I H
I I
J
I K
I.
M
N
1 8
WiffW
0
MWA4
M 9
Q
7'
3"
14'
W'
0
Is
1
76"
8-
T
14'
UL
4
SOP
08"
88"
Em-
-
MgMmml
9'
3"
14"
2r
38' 46"
5(r'
68"
8&'
100,
10'
31'
14',27-
38"146-f66,68"..
88"
100*
112"
11
T
4-127-
38"146-
60-
68-
79',88"
100"110',
124
IZ
3"
1 '[4!
3rS 46'
56'
68"
78!'
88"
100"110r
122"
13T
13'
3-
4
58"
18-
71'
88-
100'114'122"
1134'
148!*
alo
142
MV-,
NZ
--ugg
. ,
ME
I IA749
14"
3'
14-127-1
78"
88"
1100"114"1221113VII45-
ALL TRACK ATTACHMENT SPACING +/-2- ALLOWED WITH SYP NO. 2 OR BETTER ONLY
PRODUCT RENEWED
as COMP11. i7 with the Florida
Building 117-0517.113
.0A-N
Expiration 10/0412022
By
Nliaml-1101154-Froduct Control
PRUDUCTREVISM
weewflyftwillidinfln"
vandlif Owk
Dy
mobucrICYLUD
40 dom"ft with 00 romids
80SWC116
A W. N d4
ta 7
pro"