WS-18-2090Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
P
Parcel Number
Permit NO. W S-8-18-2090
Permit Type: Windows/Shutters
iircation: Window/Door Replacem
Permit Status: APPROVED
Issue Date: 8/21/2018
Expiration: 02/17/2019
Applicant
210 NE 102 Street
Miami Shores, FL 33138-2427
1132060480010
Block: Lot:
DAVE LAWRENCE
Owner Information
Address
Phone
Cell
DAVE LAWRENCE
210 NE 102 Street
MIAMI SHORES FL 33138-
(305)780-3051
Valuation:
Total Sq Feet:
$ 1,500.00
112
Type of Work: REPLACE GARAGE DOOR
No of Openings: 1
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$2.00
$2.00
$0.40
$110.00
$9.00
$1.60
$126.20
Pay Date Pay Type
Invoice # WS-8-18-68459
08/21/2018 Credit Card
Amt Paid Amt Due
$ 126.20 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
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 all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and3pa}ng. Fut more, I authorize the above -named contractor to do the work stated.
orized Signature: Owner / Applicant / Contractor / Agent
August 21, 2018
Date
Building Department Copy
August 21, 2018 1
inspection Worksheet
Miami Shares Village
.E. 2nd Avenue Miami Shores, FL
(306}795.2204 Fax:-(305)756-8972
Inspection Number: INSP-30991
Scheduled Inspection Date: Septembe
Inspector: Naranjo, Ismael
Owner: LAWRENCE, DAVE
04, 2018
Job Address: 210 NE 102 Street
Miami Shores, FL 33138-2427
Project <NONE>
Contractor. HOME OWNER'
Permit Number W-8-18-209t
Permit Type: Windows/SA
Inspection Tips
Work Classification: Window/Door Peplac
Phone Number
Parcel Number
- 051.
2000480010
Buildingl
REPLACE GE i30R
p Pas
INSPECTOR COMMENTS false
,inSp
Passed
Paned
Correction
Needed
Re-i spe i"
Fee
Malone, ins aims ben be schs&Aeli ea
ris4:edtion fee is paid
omments
August 31,
For
spections please
11, (305i782-4949
9 a1
q)\ea
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑ BUILDING ❑ ELECTRIC U ROOFING
❑ PLUMBING ❑ MECHANICAL n PUBLIC WORKS
JOB ADDRESS: 9Iv )L
City: Miami Shores
Folio/Parcel#:
R�CE� v
40009 FD
1:
FBC 20 Pr7
�
Master Permit No. W SA /5.''"�1%LJ
Sub Permit No.
❑ REVISION
CHANGE OF
CONTRACTOR
County: Miami Dade
❑ EXTENSION ❑RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
Zip: �3/3E--
Is the Building Historically Designated: Yes NO '-
Occupancy Type: Load:
Construction Type:
OWNER: Name (Fee Simple Titleholder): �j- 14(-42)--GCL—
Address: (910 /u pr.2
City: 1frlk 'r) i )l.5 State:
Tenant/Lessee Name: Phone#:
Email:
Flood Zone: BFE:
FFE:
Phone#: r —cj l
Zip: 3313�
CONTRACTOR: Company Name: !V Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency#:
DESIGNER: Architect/Engineer: Phone#:
Address: ( City:
Value of Work for this Permit: $ lr �� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Work:
Specify color of cplor thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
State: Zip:
l);;2. «6xf)
❑ Repair/Replace ❑ Demolition
Permit Fee $ 110 • Q V CCF $ CO/CC $
Radon Fee $ 2 . (-izN DBPR $ 2 • C/t) Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $ Ze • 2-C)
(Revised02/24/2014)
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. 1 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 CIOMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
Signature
CONTRACTOR
The for ng instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 C , by day of , 20 by
a 1 lW m, , who is pe sonally known to , who is personally known to
me or' who has produced 0 V..tY I 1 NAS1 as me or who has produced ' as
identificatio �� ho did tak an o. h.
NOTARY PU
Sign:
Print:
Seal:
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
YANADY PRIETO lr
MY COMMISSION 4 FP 2141331
4
APPROVED BY i // Plans Examiner 1 Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT ))
NAME: 01 DATE: 0 l6—
ADDRESS: c 2P /v� LOr� 41-121 t b j —j5/43
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I undeFstand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial
4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building'or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or leas hich violates the exemption.
Initial
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. I am aware of, and consent to; an owner -builder 'building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's worker's compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this /r% day of
20
By who was personally known to me or who has
Produced there License or
as identification.
OWNER NOTARY
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
ualifier/Owner
Date Print Name
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
TeI:1(305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening designpressures', and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass door, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than l x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11 /I7/2014
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SuI°�3110>
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Fhone:."(305) 740.3319
Fax (305) 68944D
LB# 7989
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4
MIAMI•QADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
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 County4kodtict Contsal Section •
(In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reservesllwr right to hate this •
product or material tested 'for quality assurance purposes. If this product or material fails terfoirm in the accepted .
manner, the manufacturer will incur the expense of such testing and the AHJ may immecjiittt y Fevokee emaciif', or . .
suspend the use of such product or material within their jurisdiction. RER reserves the right te¶esoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or itr4et1�j1 fails stemte It the
requirements of the applicable building code. • • • • • •
This product is approved as described herein, and has been designed to comply with le' Ftch tia Building Code,
including the High Velocity Hurricane Zone. •
DESCRIPTION: 2" Gallery Steel Pan W8 DP46T Sectional Garage Dooi-jp to 16'f2" Wide •
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
. .
.
•
w/ Optional Impact Resistant Lites •.. •• •• •
APPROVAL DOCUMENT: Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W ', sheets 1 and 4
of 4, dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building Products Company,
signed and sealed by Scott Hamilton, P.E. on 05/16/2018, bearing the Miami -Dade County Product Control
renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #17-1016.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI•DADE COUNTY
APPROVED
NOA No 18-0522.02
Expiration Date: August 1, 2023
Approval Date: July 5, 2018
Page 1
.
r
Clopav Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA # 15-0225.26"
1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4, dated
05/01/2013, with revision 03 dated 2/2015, prepared by Clopay Building Products Company,
signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 13-0510.09"
• • • • • . 1. Addendum letter to Test Report No. ATLNC 0220-01-13, dated 06/18/2013, signed and
• • •' • • • • sealed by David W. Johnson, P.E.
• • • 2. . • •' cost reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
•
.
.
. •
•
•
. •
..•• •
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• ...
•.
..
• •
• 3.
• • • ..
•• . •
.. •
.
....
•
•
•..•
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, TAS 202-94
5) Tensile Test per ASTM E8
• • Albng with marked -up drawings and installation diagram of 16'2"x 8', 24ga steel garage door
:Model GD4SW8 with windows, prepared by American Test Lab, Inc., Test Report No.
•
• •
AT LNC 0220-01-13, dated 04/29/2013, signed and sealed by David W. Johnson, P.E.
•TOt report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared
by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed
by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 13-0510.04"
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 05/03/2013,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulator; and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 15-0225.26"
1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC issued by
Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton,
P.E.
"Submitted under NOA # 14-0617.02"
2. Statement letters of code conformance to 2010 FBC and no financial interest, both issued by
Clopay Building Products Company, dated 06/10/2014, signed and sealed by Scott Hamilton,
P.E.
E-1
I.� ZyrtAM jL�d�
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0522.02
Expiration Date: August 1, 2023
Approval Date: July 5, 2018
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA #17-1016.23
A. DRAWINGS
1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4,
dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E. • • • •
• •
B. TESTS • • •
• •• •
1. None. •
•
C. CALCULATIONS
1. None.
.••. ••••
•••• ••••
••• •
• • • •
•• •• ••
• • •
D. QUALITY ASSURANCE •• •' •
1. Miami -Dade Department of Regulatory and Economic Resources
)•
• •
•
••
•
•• • •• • • •
• • •
E. MATERIAL CERTIFICATIONS •
1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC
for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on
07/17/2018.
2. Notice of Acceptance No. 17-0410.01 issued to Bayer Material Science LLC (MA) for
their Makrolon Polycarbonate Sheets, approved on 06/08/2017, expiring on
08/27/2022.
F. STATEMENTS
1. Statement letter of code conformance to 6tn Edition (2017) FBC, issued by Clopay
Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton,
P.E.
-
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0522.02 V
Expiration Date: August 1, 2023
Approval Date: July 5, 2018
E-2
r
. .
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New evidence submitted
A. DRAWINGS
1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4,
dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E. on 05/16/2018.
• •
• • • • • •
• pt.••. TESTS*`
• •• 1. •••None.
....
. .
•.. •
• • • •
• C LATIONS
• • 1. • •N•one.
•
.
• . .
. .
. D• • • • . QUJLLiiI' ASSURANCE
• • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1.. None.
F. STATEMENTS
1. Statement letter of code conformance to 6th Edition (2017) FBC issued by Clopay
Building Products Company, dated 05/16/2018, signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 05/16/2018, signed and sealed by Scott Hamilton, P.E.
E - 3
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0522.02
Expiration Date: August 1, 2023
Approval Date: July 5, 2018
ED4S
OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM
GLAZING SIZE (DLO) IS 16-1/2"x13". SEE
SECTION B-B ON THIS SHEET FOR DETAILS.
4
3
2
MODELS I SHORT
CLOPAY
GALLERY
GD4S, GR4S
HOLMES
ARTISTRY
AR4S
IDEAL
EXPRESSIONS
S E SHE_T 4 FOR
'GRAND HARBOR' MODELS.
U-BAR.
U-BAR.
T-STRUT.
8
T-STRUT.'
U-BAR
DOOR HEIGHT
# of
SECTIONS
UP TO 8'0'
4
8'3' 10 10'0'
5
10'3' TO 12'0'
6
12'3' 10 14'0'
7
14'3' TO 16'0'
8
MAX SECTION HEIGHT: 24'
DESIGN ENGINEER
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
A
MAX. DOOR WIDTH = 16'-2-
INSIDE FLFVAT10N6
PRODUCT RENEWED
as complying with tha Florida
Building Code
NOA-No. 18-0522.02
aspiration pyt•O8/01/2023
By
Miami-D`Ae Product Control
SLIDE BOLT LOCK
ENGAGES INTO
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
J OCK OPTION
OUTSIDE
KEYED
HANDLE.
SHEET
1 OF 4
REVISIONS
REV. N0.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
THIS PRODUCT CONFORMS TO THE
REQUIREMENTS OF THE 2010 FBC
THE FIFTH EDITION FBC, AND THE
SIXTH EDITION FBC.
02
51:C3-4
06/10/14
SH
ADDED OPTIONAL LOUVER VENTS.
03
2/2015
SH
ADDED CODE COMPLIANCE STATEMENT.
04
07/17/17
SH
UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC.
20 GA. INTERMEDIATE STILES BETWEEN EACH EMBOSS.
ATTACHED WITH TOG-L-LOCS (TOP AND BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER).
(2) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS. SEE SECTION A -A ON SHEET
TWO FOR DETAILS.
THE U-BAR MAY BE MOVED TO THE
BOTTOM OF THE LITE SECTION AS SHOWN.
IF SO, THE TOP OF THE SECTION BELOW
THE LITE SECTION MUST HAVE A 3" U-BAR.
3" 20 GAGE 80 KSI MIN. U-BARS
ON THE TOP OF EVERY OTHER
SECTION, STARTING WITH THE SECOND
SECTION FROM THE BOTTOM. U-BARS
\.r ARE NOT REQUIRED ON DOORS
WHERE ALL SECTIONS ARE 21"
SECTION HEIGHT.
VIEW "B".
VIEW "C".
TWO POINT LOCKING INTO TRACK.
16' GA. MIN. GALV.
STEEL END STILES.
(2) STACKED 12 GA.
1-1/2" X 5" LHR
BRACKET.
LOCATION OF
OPTIONAL VENTS.
TOTAL VENT
OPENINGS: 60 IN'
PER VEHICLE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP IATCH LOCK OPTION.
3
OUTSIDE
HANDLE.
END
STILE.
•• •••
•
•
LOCj( BAR':
•EyGAGEJ•IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK.WITH • • •
J OCK BAR LOCKING• • •
• • •
• • •
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRAME AND SABIC INNOVATIVE PLASTICS LEXAN MR10, AN APPROVED CC1 PLASTIC
IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE
WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
SECTION B—B (IMPACT —RESISTANT GLAZING OPTION')
EXTERIOR
OF DOOR.
STEEL PAN DOOR
SECTION.
SABIC SILGLAZE 11
SC52800 ADHESIVE.
DECORATIVE
FACADE.
(8) //8-18 x 1/2" TEK SCREWS.
1/4' THICK POLYCARBONATE
GLAZING.
• • • • • ••
• • • • • • •
PESIGN►LO•DS•+4(1.O.R.S.F. & -52.0
• • • • •a• •
•
•nee•Slo•O Merv«
••OLERANCG6 �.
.0 = 3.031
.00 = 3.015
.000 = 3.005
00(41 = .001. •
Wegires 31/2,�
i11Igess M NS,NSe�ftE( ••
IY INCHE�
• • •• •• • •
• 2e.••
•
•••
•
•
•
•
•••
••
INTERIOR
OF DOOR.
P.S.F.
Clopay 8585 Duke Boulevard
8585 OH 4o,I USA
TelNo. 513-770-4803
Building Products Company Fa; No. 513-770-4653
DESCRIPTION: 2" GALLERY PAN DOORS
(12) $B-18 x 1/2'
SELF -TAPPING
SCREWS.
EXTRUDED PLASTIC RETAINER.
ALUMINUM FRAME, MITERED AND
JOINED AT CORNERS WITH
DIE-CAST ZINC CORNER KEYS.
MANUFACTURING PRODUCT CODE
PAN-2F443
PART NO.: N/A
WINDLOAD RATING
W8 DP46T
16'2'W (SEE TABLE)
DRAWN BY. SH
IGHi iD BY: SH
• • • ••• a •
• . a • • •
• ••a • • •
• • • • • • • •
• •• • • • •• ••
• • .•. • •
I:.: 104791
DATE: 5/1/13
DATE: 5/1/13
SCALE: NTS DWG.R
SHEET 1 OF 4 SIZE
VER
4-
A
MODELS
4
SHORT
CLOPAY
GALLERY
GD4S, GR4S
HOLMES
ARTISTRY
IDEAL
EXPRESSIONS
AR4S
ED4S
SEE SHEET 4 FOR
'GRAND HARBOR' MODELS.
HORIZONTAL (TOP) JAMB
(NO LOAAADD FROM DOOR)
FASTENER
/ TYPE
MAX. 0.C.
2x6 VERTICAL JAMB -\
3
SHEET
2 OF 4
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 246 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +36B LB & -416 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK 70 PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS 5.51 USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
FFETWEEN STENERS"
STEEL
WASHERS
REOU REDS
HOLLOW CMU BLOCK WALL
1/4" x 1-1/4" MIN. EMBED ULTRACON CONCRETE ANCHOR
4-1/2:
1" O.D.
GROUT -FILLED CMU BLOCK
1/4" x 1-3/4" MIN. EMBED ULTRACON CONCRETE ANCHOR
7-1/<2
1" 0.D.
2000 PSI MIN. CONCRETE
1/4" x 1" MIN. EMBED ULTRACON CONCRETE ANCHOR
6-1/4"
1" 0.D.
2000 PSI MIN. CONCRETE
1/4" x 1` MIN. EMBED TAPCON CONCRETE ANCHOR
3-1 2"
1" O.D.
2000 PSI MIN CONCRETE
3/8' X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
13-1/2"
INCLUDED
4000 PSI MIN. CONCRETE
3/8' X 1-3/4" MIN EMBED WEJ-IT ANKR TITS SLEEVE ANCHOR
24"
INCLUDED
WOOD FRAME ISYP 055 SG11/2" x 3" LAG SCREW (ASTM A307 GRADE Al 1-5/8" EMBED INTO STRUCTURE
14-3/4"
1" 0.0.
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH S THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 18-0522.02
Expiration 08101/2023
By
Miam Product Control
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
#14x5/8" SHEET METAL SCREWS
1/4"x3/4" SELF
TAPPING SCREWS.
••• • • • •••
• •• ••
• •• • .
• •• • • •• •• •
•
• • • ••• •
• • • • • •
• • • • • • • • • •
• • • •
• •
•• ••
• •
• •
• •
• •
• •
• • • • • • • • • • 1
• t • • • • • • )iEVL.10NS
aRET. NOT ZONE: DA:E: � PC'N NO:AFFVI.:
• • •T
• 4 •-
•
• -
• •
• -
DESCRIPTION
• SEE REVISION HISTORY ON SHEET ONE.
•• • • • •• • • • ••
•
• •
• • •
•
• •
•• • • • • • • • •
�4
4-1/4"
L
I-- 2" THICK
(2) 12 GA. GALV. STEEL TOP
ROLLER BRACKETS (2-1/2" x
• • 5-3/8"). EACH BRACKET ATTACHED
W/(4) 0 4x5/8" SHEET METAL
7 SCREWS. ADJUSTABLE SLIDE
ATTACHED TO TOP BRACKET WITH (2)
1/4"x1/2" BOLTS AND NUTS PER
BRACKET.
SHIP LAP
JOINTS
VIEW "D"
4" TALL TAPER STRUT.
0.062" MIN. GALV. STEEL,
80 KSI MIN.
24 GA. DDS STEEL (MIN. 0.022" THICK AND
MIN. YIELD 37.3 KSI .) EXTERIOR SKIN WITH
G-40 GALVANIZING, BAKED -ON PRIMER AND
A BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE
VIEW "B" VIEW "C"
3" TALL X 20 GA. GALV. 80 KSI STEEL
U-BAR. ONE U-BAR AT THE TOP OF THE
SECOND SECTION AND EVERY OTHER SECTION
AFTER THAT. THE U-BAR MAY BE MOVED TO
THE BOTTOM OF THE LITE SECTION. THE TOP
OF THE SECTION BELOW THE LITE SECTION
MUST HAVE A 3" U-BAR. ATTACH WITH TWO
1/4"x3/4" SELF TAPPING SCREWS PER
HINGE LOCATION. U-BARS ARE NOT
REQUIRED ON DOORS CONSISTING OF ALL
21" SECTIONS.
14 GA. GALV. ROLLER HINGE. SEE VIEW
ONE 4" T-STRUT PER SECTION.
(SEE VIEW "D") EACH T-STRUT
/- ATTACHED AT EACH HINGE LOCATION
WITH (2) 1/4"x3/4" SELF TAPPING
SCRE'VS.
12 GA. GALV. STEEL BOTTOM BRACKET
(3-1/2" x 5-1/2") ATTACHED WITH
(2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION &
VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F.
MANUFACTURING PRODUCT CODE
PAN-2F443
PART NO.: N/A
Unless 5toted Otherwise
TOLERANCES or.
.0 = t .031
.00 = t.015
.000 = 3.005
.0000 = 3.001
Degrees = 31/2'
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
Clopay Mason,
Duke Boulevard
M585 OH 4Boul USA
Tel. No. 513-770-4800
Building Products Company Fox No, 513-770-4853
WINDLOAD RATING
W8 DP46T
DESCRIPTION: 2" GALLERY PAN DOORS
16'2"W (SEE TABLE)
DRAWN BY: SH
DATE: 5/1/13
SCALE: NTS
CHECKED BY: SH
DATE: 5/1/13
SHEET 2 OF 4
DWG.
SIZE
DWG. NO.: 104791
VER: M-D
4-
A
4
MODELS
SHORT
CLOPAY
GALLERY
GD4S, GR4S
HOLMES
ARTISTRY
AR4S
IDEAL
EXPRESS] INS
SEE SHE T 4 FOR
'GRAND HARBOR' MODELS.
ED4S
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS
2
x
cv
0
NOTE' TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
Cr L
b'ii ; 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16' X 1-5/8" LAG SCREWS
�( AND TO TRACK WITH (2) 1/4' RN/ETS.
cl
II
I1
0'
3-1/2"
AS ROD: SPACING NTE 14' 0.C.
2
DOOR COUNTERBALANCE SYSTEM
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0 083".
TYP. 2-1/2" X 12 GA GALV.
STEEL TRACK BRACKETS,
ATTACHED TO JAMB WITH (1)
5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT)
DOOR
HEIGHT
11.-6"
12'-6"
70"
76"
82"
88"
94"
100"
106"
112"
118"
124"
130"
136"
142"
13.-0"
15'-6"
148"
154"
160"
166"
172"
178"
184"
SHEET
3 OF 4
REVISIONS
REV. NO.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
04
SEE REVISION HISTORY ON SHEET ONE.
JAMB CONFIGURATION
DOORS UP TO 800 LBS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
'JAMB PREPARATION NOTE".
2-1/2" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X 1-6/6-
LAG SCREWS NOT TO EXCEED 14'
ON -CENTER. MIN. OF (9) LAG
SCREWS REQUIRED PER JAMB.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4' X 5/8" BOLT & NUT PER
TRACK BRACKET.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA. GALV. STEEL END STILE.
18 GA. GALV. STEEL DOUBLE END STILE.
20 GA. MIN. GALV. STEEL INTERN. STILE.
18 GA. GALV. STEEL INTER.
HINGE FASTENED TO CENTER
STILE W/(4) EACH #14x5/8"
SHEET METAL SCREWS.
7/16' I.D. ROUND
PUSH NUT
FASTENER.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE.
2" DIA 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
SECTION C-0
PREPARATION OF JAMBS BY OTHERS
3" TRACK CONFIGURATION
DOORS B00 LBS AND OVER.
PRODUCT RENEWED
as complying with the Florida
Building Cod*
NOA—No. 18-0522.02
Expiration Da , 08/01/2023
By
Miami -Dade Product Control
s`i HAM 4,
TSX
9T. STAT 0 : u/`
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
OPENING HEIGHT = DOOR HEIGHT
10
VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLTS
& NUTS FOR EACH TRACK.
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
-12" ON CENTER
NQTE; TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101". ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR
INSTALLER (TO SUIT).
JAMB CONFIGURATION
DOORS 800 BS AND OVER
14' MAXIMUM SPACING 3-1/4' x 2-7/8" MIN. x 0.080" TAPERED
FROM LAST MOUNTING SLOT TO TRACK JUNCTION ANGLE. SEE LAC BOLT MOUNTING BELOW.
1' DOOR OVERLAP (EACH SIDE)
246 SYP WOOD JAMB. SEE
'JAMB PREPARATION NOTE".
NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
72
84'
96"
1Q-0"
12 -0
16'-0'
108"
132'
156"
180'
3
0.101" THICK 3' GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
1'-
..
•
•
• • • •• •• i0LEs�;pe • e ' Clopay 8585 Duke Boulevard
• • • • • • C Meson, ON 47700 800
Tel. No. 513-770-4853
.0 - t.031 Building Products Company Fax No. 513-770-4853
3" DIA 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
FCTION C-0
• EPt6 IICI LIDS; B 0:P.SS.F. & -52.0 P.S.F.
ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10", 22", 34",
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28", &
40" FROM BOTTOM. TWO LAG SCREWS ALS(PLOCAT,PAIIROVE
VERTICAL/HORIZONTAL TRACK JUNCTION. • • •
•
• • •
L.-
LHR BRACKET (2-1/2' x 5-3/4' x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE" AS SHOWN IN
ZONE B-3 SHEET 1.
90561 E TRACK
LOW HEADROOM OPTION
(AVAIL. FOR BOTH 2' AND 3' TRACK)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (T0 SUIT).
16 GA GALV. STEEL END STILE.
18 GA. GALV. STEEL DOUBLE END STILE.
20 GA. MIN. GALV. STEEL INTERN. STILE.
18 GA. GALV. STEEL INFER.
HINGE FASTENED TO CENTER
STILE, W/(4) EACH #14x5/8"
UND SHEET METAL SCREWS.
PUSH NUT
FASTENER.
14 GA GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH #14x5/8' SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
.00 = 3.015
MANUFACTURING PRODUCT CODE
PAN-2F443
PART NO.: N/A
WINDLOAD RATING
W8 DP46T
DESCRIPTION: 2" GALLERY PAN DOORS
16'2"W (SEE TABLE)
.0000 = f.001 IDRAWN BY: SH
•Degregt = 31/ • LCH••A(�D BY: SH
Utrate otnerwk }GG��
0 NS E IN IN ES. WC 40.: 104791
• • • • • • •
• • •• • • • • • •
• • 2.•• •• • •
••• • ,
• • •
• . •
• • • •
• •• ••
••• • •
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • •• ••
• ••• • •
DATE: 5/1/13
DATE: 5/1/13
1
SCALE: NTS IDWG.
SHEET 3 OF 4 !SIZE 1J
VER: M-D
A
A
4
3
CLOPAY 'GRAND HARBOR' SERIES: GHnn, GHRnn, GHRVnn
HOLMES 'EVANSTON' SERIES: sPnn, SPVnn
IDEAL 'STONE MANOR' SERIES: SMnn
NOTE: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE
OVERLAYS. THE FIRST DIGIT WILL HAVE A VALUE FROM 1 TO 2 AND THE
SECOND DIGIT WILL HAVE A VALUE FROM 1 TO 3.
DECORATIVE OVERLAYS OF
PULTRUDED POLYESTER RESIN
FIBERGLASS ADHERED TO
OUTSIDE SKIN WITH PERMANENT
ADHESIVE.
WOOD -GRAIN EMBOSSED
STEEL PAN DOOR SKIN.
REPRESENTATIVE DOOR WIDTH
OUTSIDE ELEVATION
SHEET,
4 OF 4
• • • • •
• •• ••
• • ••
• •••
• • •
•
• • • • a
• ••• • •
• • • •• ••
• •• • • •••
•
• • • • • •
• • • •
• •
• • ••• • •
•• •
• • .• • •
• • • • • • • • !REVISIONS
•
•
•
1
ARE} NO; ZONE:
• 04•,
•
lyCN NOj
-
AISPV)
• _
•• • • • •• • • • ••
•
• •
• •
• •
•• • • •
DECORATIVE OVERLAYS MAY BE
HORIZONTAL, VERTICAL. AND
DIAGONAL (DIAGONAL NOT
SHOWN).
SECTION 8-8 (OVFRI AY DETAIL)
'GtRAND HARBOR" TYPE OVERLAY DOORS
1 (ttFYGRAND HARBOR" TYPE DOORS USE THE SAME REINFORCEMENTS AND BASE SECTION CONSTRUCTION AND TRACK
CONFIGURATION DESCRIBED ON SHEETS 1-3 OF THIS DRAWING.
2. "GRAND HARBOR` TYPE DOORS ARE IMPACT RESISTANT AS SOLID DOORS ONLY.
PRODUCT RENEWED
as complying with the Florida
Building Coda
NOA-No. 18-0522.02
Expiration e08101/2023
By
Mlaml-D d Product Control
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
• •
DESCRIPTION
• SEE REVISION HISTORY ON SHEET ONE.
• • • • • • •
• •DE•ORA*NE•OA RLMS OF
•PUFRUDED POIYE91ER fR11N
FIBERGLASS ADHERED TO
OUTSIDE SKIN WITH PERMANENT
ADHESIVE.
C2" THICK BASE SECTION.
2-1/2" THICK WITH OVERLAYS.
SECTION A -A (SIDE VIEW)
DESIGN LOADS: +46.0 P.S.F. h -52.0 P.S.F.
MANUFACTURING. PRODUCT CODE
SPD-2F449
PART NO.: N/A
Unless Stated Otherwise
TOLERANCES ore
.0 = ±.031
.00 = 0.015
.000 - ±.005
.0000 = ± .001
Degrees = 3 1/2'
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
l85&5 Duke Boulhvord-Copay O5H319Au5d
Building Products Company Fax No. 513-770-4853
WINDLOAD RATING
W8 DP46T
DESCRIPTION: 2" GALLERY PAN DOORS 16'2'w (SEE TABLE)
DRAWN BY: SH
CHECKED BY: SH
DATE: 5/1/13
DATE: 5/1/13
SCALE: NTS DWG.R
SHEET 4 OF 4 SIZE
DWG. NO.: 904791
VER: M-D
4
3
2
1
0
A
Associated General Kinetics IIc
4920 N. Dixie Hwy., Oakland Pk , FL 33334
954-772-8345/5345/6629/3699m- Fx-7478 - Efx 888 584 8369 arpin2(d bellsouth. net
40 Yr Municipal & Bank Inspections- Engineers - Inspectors- Balcony Rail Inspections
Don Arpin MSPE# 28585-1980 COA# 26073-2004 HI# 1482-2012
SINCE 1984
Cty: .Mia Shores
ATTN: Str..
Date: Aug. 13, 18
Permit# .
Job: R/R Garage door
Addr: 210 NE 102 St
Owner: Lawerence
Contr:
Item: 16' Garage door pressure
Per FBC 2017-6E 180 MPH ASCE 7-10 Cat 2 Exp C. 3 sec gust
+37.2, -51.1 PSF
on L in PE # 28585
ug. 13, 18
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