WS-10-20-2368Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
P
Expiration: 04/26/2021
Location Address
Parcel Number
905 NE 95TH ST, Miami Shores, FL 33138 1132060143070
:ontacts
ALBERTO ROMEU Owner HURRICANE GARAGE DOORS Contractor
905 NE 95 ST, MIAMI SHORES, FL 33138 JENNIFER ZULUAGA
Other: 7862397989 2800 SOMERSET DR STE APT 114 J, FT LAUDERDALE , FL 33311
Business: 3057777892
............... ____ . ....... .... ...w_—w____........ -_,_a________ _ -_ _,. ------.............. .... ......... ............. ... .......... ... _
I Inspection Requests:
Description: REPLACEMENT OF 1 IMPACT GARAGE DOOR Valuation: $ 2,000.00 3£3S 762 4949
--,
Total Sq Feet: 0.00
a.
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$127.35
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
10/26/2020 $77.35
Credit Card
10/19/2020 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, 1 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 acFr to a�d that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above na ed contr ctor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor V1 Ak�enr Date
October 26, 2020 Page 2 of 2
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
905 NE 95TH ST, Miami Shores, FL 33138 1132060143070
P
Contacts
ALBERTO ROMEU Owner HURRICANE GARAGE DOORS Contractor
905 NE 95 ST, MIAMI SHORES, FL 33138 JENNIFER ZULUAGA
Other: 7862397989 2800 SOMERSET DR STE APT 1141, FT LAUDERDALE , FL 33311
Business: 3057777892
I
Inspection Requests:
Description: REPLACEMENT OF 1 IMPACT GARAGE DOOR I Valuation: $ 2,000.00 305 762 4 '.i
TotalSq Feet: 0.00
%l
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$127.35
Applicant Copy
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
10/26/2020 $77.35
Credit Card
10/19/2020 $50.00
Amount Due:
$0.00
For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/.
Requests must be received by 3pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,
public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES.
October 26, 2020 Page 1 of 2
'
Miami Shores Village-E
Building Department Orr f
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 0
FBC 20 1 -+ �J
BUILDING
Master Permit No. 'kJ'S- 10- D
PERMIT APPLICATION
Sub Permit No.
OBUILDING ❑ ELECTRIC
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL
❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 905 NE 95 ST
City: Miami Shores
County: Miami Dade Zip: 33138
Folio/Parcel#: 1 1-3206-014-3070
Is the Building Historically Designated: Yes NO
Occupancy Type: DWELLING Load:
Construction Type: DWELLING Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ALBERTO J GARCIA ROMELI & ROSALINDA P GARCIA ROMELI Phone#: 786-239-7989
Address: 905 NE 95 ST
City: Miami Shores State: FLORIDA Zip: 33138-2577
Tenant/Lessee Name: N/A Phone#: N/A
Email: agromeu@aol.COm
CONTRACTOR: Company Name: HURRICANE GARAGE DOORS INC
Phone#: (305) 777-7892
Address. 2800 SOMERSET DR STE APT 114J
City: FT LAUDERDALE State: FLORIDA
Zip: 33311
Qualifier Name: JENNIFER ZULUAGA
Phone#: (954) 603-4916
State Certification or Registration #: Certificate of Competency #: 18BS00690
DESIGNER: Architect/Engineer: N/A
Phone#: N/A
Address: N/A City: N/A
State: N/A Zip: N/A
Value of Work for this Permit: $ 2000 Square/Linear Footage of Work: 112 / 16' X 7'
Type of Work: ❑ Addition ❑ Alteration ❑ New 0
Repair/Replace ❑ Demolition
Description of Work: REPLACEMENT OF 1 IMPACT GARAGE DOOR
Specify color of color thru tile:
Submittal Fee $ 5 (" Permit Fee $ CCF $
CO/CC $
Scanning Fee $ Radon Fee $ DBPR $
Notary $
Technology Fee $ Training/Education Fee $
Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) N/A
Bonding Company's Address N/A
City N/A State N/A
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address N/A
City N/A State N/A
Zip N/A
Zip N/A
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 notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature t'9 v Q
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
15 day of SEPTEMBER 120 20 by 15 day of SEPTEMBER 20 20 by
/Aed CfeLg{ vS , who is personally known to JENNIFER ZULUAGA who is personally known to
me or who has produced DL# 6ia-7(0-(Vt1- as me or who has produced DL# Z420-420-88-808-0 as
identification and who did take an oath.
NOTARY PUBLIC:
i ��111111111l1/t//��
�\��`'e�T SCAJF���j��/
`�� M�SSIONLc•�'••-�
Sign:
: •� JWY �! ••
Print. ELISBET SCAL
,T'�
Seal:
Z ;• Z #GG 953155 ;
o r; c
�0�'.v'>,e°ndedObfic 0��;�
********************************
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Print: ELISBET SCALE�RTA
Seal:
SCA(FR
�vO �Jp RY 1)?o�'`s ;
.N
ti NGG 953155
,ram,• a�
n
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*************************************************************
Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
Notice to Owner — Workers' Corn
Miami
shores
Building li.a;
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795,2204
Fax: (305) 756.8972
nsation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if.
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU .HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: /'���A4P
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this 19 day of OCTOBER 20 20
ByUe D*ed who is personally known to me or has produced
�9lp p - (W - : fd - 0/�— V as identi
Notary: It O' / A 6�
����`!v�'••lASS10k��'� j,
SEAL: •moo �t�Y r� �q�;•.
t1CiCs 9
Acblic U%% •' �.�`��
HURRICANE GARAGE DOORS
2800 SOMERSET DR STE 114J
FT LAUDERDALE, FL 33311
Date: 10/19/2020
State of FLORIDA
County of MIAMI DADA
Before me this day personally appeared ALEX TORRES who, being duly sworn,
deposes and says:
That he or she will be the only person working on the project located at:
905 NE 95 ST
c6r)a' <��VSZ'q —
Contractor Signature
Sworn to (or affirmed) and subscribed before me this 19 day of OCTOBER 20 20 , by
JENNIFER ZULUAGA
F�� �; ��iassioN�• r' ��;
Y
#GG 953155
i ZP/, u81 sCS
Personally know
OR Produced Identification Z420-420-88-808-0
Type of Identification Produced DRIVE LICENSE
,"A/I(s �el 9WIAK-1-
Print, Type or Stamp Name of Notary
Property Information
Folio:
11-3206-014-3070
Property Address:
905 NE 95 ST
Miami Shores, FL 33138-2577
Owner
ALBERTO J GARCIA ROMEU
ROSALINDA P GARCIA ROMEU
Mailing Address
905 NE 95 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths I Half
3/2/0
Floors
1
Living Units
1
Actual Area
3,610 Sq.Ft
Living Area
2,396 Sq.Ft
Adjusted Area
2,984 Sq.Ft
...........
Lot Size
11,043 Sq.Ft
Year Built
1980
Assessment Information
Year
2020
2019
2018
Land Value
$298,161
$298,161
$298,161
Building Value
$226,724
$228,455
$230,186
XF Value
$24,001
$24,205
$24,409
Market Value
$548,886
$550,821
$552,756
Assessed Value
$548,886
$550,4491
$552,756
Benefits Information
Benefit
Type
2020
2019
2018
Portability
Assessment Reduction
$372
Homestead
Exemption
$25,000
$25,00JSchool
Second Homestead
Exemption
$25,000
$25,00
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOT 16 & SWLY1 OFT LOT 15 BLK 76
LOT SIZE 11043 SQUARE FEET
OR 13163-4007 0187 1
Generated On : 9/14/2020
Taxable Value Information
2020 *20194 2018
County ' • •' • • •
Exemption Value
$50 OQO
• $%000 • • 0
Taxable Value
$49�$>�ti
. $500,448 $5F2,756
School Board • • • • • • •
Exemption Value
$25,000
--s-r-+r.
$257000 • $0
r a a.a
Taxable Value
City •••••• • •
Exemption Value
$5b,000
• $F0r00 • " •d
Taxable Value
$494 0
$500.44r9 $Tt!Isa
Regional 0000
Exemption Value
$50,000
$50,000
$0
Taxable Value
$498,886
$500.449
$552,756
Sales Information
Previous
price
OR Book -
Qualification Description
Sale
Page
01/18/2018
$100
30837-1467
Corrective, tax or QCD; min
consideration
Corrective, tax or QCD; min
06/10/2011
S100
27722-4194
consideration
01/01/1987
$160,000
13163-4007
Sales which are qualified
03/01/1981
$200,000
11051-0498
1 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp
Version:
'Cl�t1lVT� =
MIAN11-DADE COUNTY
PRODUCT CONTRO€, SECTION
1.1805 SW 26 Streez, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami, Florida 33175-2474
(RER)
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/econom
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 County Product Control Section (ln
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 flails 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 Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Insulated W6 DP38 Steel Sectional Garage Door uQ to 161471 Fide 0 0 0 0 0
w/ Optional Impact Resistant Lites •
APPROVAL DocumENT: Drawing No. 104724, titled "T' EPS Insulated Doomb,,o f eets I thr8agh 3 of • • • • : •
3, dated 10/12/2012, with revision 6 dated 7/2017, prepared by Clopay Building PrclaWcts* Company,'signed :....:
and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Contra oe'velsion staz•with they
Notice of Acceptance number and expiration date by the Miami -Dade County Prod j} t.o�grgtrol Sgctivi. : 0000 •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 000000 ' %: • • - .. • .. •
LABELING: A permanent label with the manufacturer's name or logo, manufacturing add*%1,:AJdel numbet, the •
positive and negative design pressure rating, indicate impact rated if applicable, installation kstructlon drWilig•. • • • •"
reference number, approval number (NOA), the applicable test standards, and the statement 1eadyfg. `Mian1i-Dade :....:
County Product Control Approved' is to be located on the door's side track, bottom angle, or 1&er lurface df p4nel. •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Uange 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 ofthe 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 maybe 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 and revises NOA #15-0225.14 and consists of this page 1 and evidence pages E-I and E-
2, as well as apploval document mentioned above.
The s
4bmit* dot1puentation was reviewed by Carlos I%L Utrera, P.E.
Y:
NOA No 17-0920.03
o� Expiration Date: December 27, 2022
Y' Approval Date: December 7, 2017
.Page I
F
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA # 15-0225.14"
1. Drawing No. 104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated
10/12/2012, with revision 05 dated 2/2015, prepared by Clopay Building Products Company,
signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 13-0402.03"
1. Addendum to Test Report No. ATLNC 0801..01-12, dated 02/06/2013, signed and sealed by
David W. Johnson, P.E.
"Submitted under N0.4 # 12-.1022. 0.3
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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel garage door
Model 4300 with windows, prepared by American Test Lab, Inc., 'Pest Report No. ATLNC
...... ""': 0801.01-12, dated 08/15/2012, signed and sealed by David W. Johnson, P.E.
• • • • • 3. "Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared
• • • • • • • • • • • •;19y,6tork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed
;....; "'!!'John D. Lee, P.E.
......
..;.. C;•. . CAI1041LNTIONS "Submitted under NOA # I2-1022.03"
...... �,' 1. '..J4tynb anchor calculations prepared by Clopav Building Products Company, dated 12/10/2012,
'. ...sigimed and sealed by Scott Hamilton, P.E.
. .
...... . .. . .
:....: LV ' QUA►UTY ASSURANCE
• "• 1, * Miami -Dade Department of Regulatory and Economic Resources (RER)
• • •
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. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Test Report
No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed
by Javier Trevino.
3. Test report on Ignition Properties of Plastics per ASTM D 1929 of Type I EPS, Test Report
No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed
by C. Anthony Penaloza.
ti�06i'f
arIos Utrera, P.E.
Product Control Examiner
NOA No 17-0920.03
Expiration Date: December 27, 2022
Approval Date: December 7, 2017
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS "Submitted under NOA # 1 S-0225.14"
1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued. by
Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton,
P.E.
"Submitted under Nt) 4 # 12-102Z 03"
2. Statement letters of code conformance to 2010 FBC and of no financial interest, issued by
Clopay Building Products Company, dated 10/30/2012, signed and sealed by Scott Hamilton,
P.E.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 1047-74, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated
10/12/2012, with revision 6 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.
ASSURANCE
•
QUALITY
1. Miami -Dade Department of Regulatory and Economic Resouroes•ftR)
. .
:0 .
......
E.
MATERIAL CERTIFICATIONS
' "
:0696:
1. None.
•
F. STATEMENTS
1. Statement letter of code conformance to 5a' Edition (2014) and 6"' Edition (2017) FBC
issued by Clopay Building Products Company, dated 09/06/2017, signed and sealed
by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 09/0612017, signed and sealed by Scott Hamilton, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 17-0920.03
Expiration Date: December 27, 2022
Approval Date: December 7, 2017
E-2
I
c
x
2
e C
v
a
4
MODELS
24 GA SHORT
27 GA SHORT
27 GA FLUSH
CLOPAY
4400, 4401
4s00, HDG
4301, HDGF
HOLMES
--
66, 66G, 6200
68, 6201
IDEAL
--
SP200
SF200
(1) 20 GA BACKER PLATE BETWEEN EACH
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR.
... . . . ... . .
. .. .. . . . % ..
. . . . . . . . . .
.... ....... .
J
1!7 R4 0DN(f • • • • 9HEE: • •
04314, HDQL • • • • • • REV. N0.
67 067G,•6L}3 • • • • • • • • •
SE200 OPTIONAL ROW OF IMPACT -RESISTANT GLAZING.
•
M
A
X
. GLAZING SIZE IS
1-1/2 x 11 .
GLAZING IS INJECTION MOLDED GE LEXAN
• • SLY'432T,fAN AGPRGVEDO GC2 PLASTIC IN
/ICCSROINCBI WI,w ADC/FBC t606.
• SEE4 EO►I
ONeB-B"R ASSEMBLY DETAILS.
• �G";IN P SHOW i IN :NTTMEDIATE SECTION,)
• • • •.
_ _
--
"
I
C
_
------7
—__P
� 5I_
- I
I,=�_=_
0
\_16 GA. DOUBL END STILES.
MAY BE NOTCHED FOR LITES.
`- VIEW "B" SEE SHEET TWO .
VIEW "C" SEE SHEET TWO.
TWO POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
--.-A OPTIONAL OUTSIDE t(_YED LOCK POSITION INNER BOTTOM BRACKET.
MAX. DOOR WIDTH 16'--2" (1) 3--IN ROLLER CARRIER (P/N
ELEVATIONS 0120394) USED WITH 3" TRACK,
DOOR HEGFiT SECTIONS .CATION OF OPTIONAL VESLTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SLIDE BOLT LOCK
UP TO 7 0
4
7'3' TO B'9'
5
9'0' TO 10'6'
6
1019' TO 1213'
7
12'6' TO 14'V
8
14'3' TO 15''9
9
16'0'
10
MAX SECTION HEIGHT) 21'
•*.. • No 6328
4c r7 T�
STATE OF d 4U
4 0 P
DESIGN ENGINEER,
SCOTT HAMILTON, P.E.
SECTION B—B (IMPACT —RESISTANT GLAZING OPTION)
f ',DETAIL 'D'
DETAIL
OPTIONAL DECORATIVE j 225 MULTIPURPOSE HIGH BOND TAPE
SNAP -IN E�iSEP,T. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE
I
wee
UCTURAL SILICONE SEALANT
\ j (BETWEEN STEEL SKIN ANC tRAME).
IMPACT RESISTANT \� ���— J ,
ONE-RECE INJECTION POLYSTYRENE RETAINER FASENED TO FRAME WITH
MOLDED GE LFXAN (10) #6 x 3/4" PAN HEAD MACHINE SCREWS.
SIX2432T FRONT
FRAME & GLAZING.
I
END ENGAGES INTO
STILE VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK QEIIM
FA
REVISIONS
DATE: ECN NO. I APPVD: I DESCRIPTION
SH I UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION BC.
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZJNG ARE
IMPACT -RESISTANT, OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WIfH
IBC/FBC 2606.
THE ENITRE 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-MIS'SiLE IMPACT RESISTANT.
TGLAZING SHOWN IN TOP SECTION.
!
7
7/
n is n
II it n
I I, ii ii
li r.
lii ii ii II
I
V __-_A r-_== _
li it u
n I, II
It
II
fi II 1
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE END
KEYED STILE
HANDLE.
INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP AT^N 7 K O TIO .
THIS PRODUCT CONFORMS TO THE
REQUIREMENTS OF THE 2010 FBC,
THE FIFTH EDITION FBC, AND THE
SIXTH EDITION FBC.
C
END
STILE. 4f� OUTSIDE B
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR,
OUTSIDE KEYED LOCK WI -
LOCK $AR LOCKING.
PRODUCT REVISE.
'WIG LOADS: +38.0 P.S.F. & -42.0 P.S.F.
PART NO.: N/A
as complying with the Florida
Build) code
Ura.. Statd Oe,.r,.I,. e
TOLERANCES —
�_ ,
8585 Duke Bouled
Moors 0varH 45M USA
Tel. eo. 513-770-48W
wLNDLDNG AD RATI
\,/
6 D P 3 8
t1
NOA-No. �7-0920.03
.0 = t.031
I w� M
Fm N, 511-770-4853
YV,
Expiration D 12/27/2022
.00 ' x.015
DESCRIPTION: 2' EPS INSULATED DOORS (SEE TABLE. FOR MODE)
A00 = t.005
ODOO > f.001
- -
DRAWN BY: SH
CATE: 9/28/12
SCALE: NrS
DWG. R
By
Degrees = t1/2'
CHECKED BY: SH
DATE: 10/12/1
SHEET i OF 3
SIZE L
MiamProduct Control
U in Stated Othe•r.i.e
oMENSIONS ARE IN INGiES.
DWG. NO.: 104724
VER: MD
`-"--'—^
j
4 1 'T
I
aI
4
MODELS 24 GA SHORT 1 27 GA SHORT
CLOPAY W 4400, 4401 4300, HDG
HOLNES -- 66, 66G, 620C
IDEAL- SP200
1 1)
27 GA FLUSH 27 GA LD4
4301, HDGF 4310, HDGL
68, 6201 67, 67G, 6203
SF200 SE200
SHEET
2OF3
HOOZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES:
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO 'HE TRACK AND THEN FROM THE TRACTS TO
....__.... ._ THE 2x6 VERTICAL SYP (GRADE #2 OR BETTIE I) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HOROONTAL (TOP) JAMS,
2, EACH VERTICAL JAMB SEES A. MAXIMUM DESIGN LOAD OF +304 L8 & -336 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FASTENER FLASH MOUNTING SURFACE
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS S91 USED IN THE CALCULATION OF .ALLOWABLE
""OS
FOR fx,ICHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE
MAX. O.C. TREATED SIP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI
NOMINAL EXTREME FIBER STRESS IN BENDING (F5) FOR DOORS UP TO 8'D" HIGH OR (4) 2x6
1 PRESSURE TREATED SYP (GRADE J2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN
1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 16'0" HIGH. STUD
WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
24 VERTICAL JAMB BLOCK WALL flR CONCRETE
2x6 SYP (GRADE f2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUTREINFORCEDBLOCK
WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL. OR CONCRETE COLUMN.
• BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT
OF RECORD AND IN ACCORDANCE WTH THE FLORIDA BUILDING CODE
2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENIT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE`
MAXIMUM
ON -
INSTANCE STEEL
BETWEBUILDING TYPE FASTENER TYPE FASTENERS S' ER QUIIR
:BLOCK WALL ? T-' 4 IN T 0 N C 1 O.D.
3000 P57 MIN. CONCRETE ? 4 x 1 MIN. EMBED TAFWN CONCRETE ANCHOR
i 3 8 X I-3 4 MIN. EMBED WF.I-IT ANKR TiTE S'LENE ANCHOR -- -- - IP{Q
IWQQ�EEANE.,%i12 "_(BS.tTMM_934.7...GRE..P.7....1.-.@1H.",.EMBIa.FLksTCr_.`'IBidOTiL4E... - t ..
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS 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 SIUCCO 111ICKNESS.
C1,T
*: No E 2
STATE OF
iN ENGINEER!
HAMILTON, P.E.
l LICENSE Na. 53256
4
REVISIONS
DATE: ECN NO. APPVD: I DESCRIPTION
- - I SEE REVISION HISTORY ON SHEET ONE.
Si1JCONE FT -LED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
1,11" THICK, 11 DENSITY
EXPANDED POLYSTYRENE FOAM 1 12 GA. GALV, STEEL TOP ROLLER
INSULATION LAMINATED TO BOTH ( )
EXTERIOR AND INTERIOR SKINS. BRACXETS (2-1/2" x 5-3/8'). EACH
FOAM MANUFACTURED BY _ BRACKET ATTACHED 'W/(4) #14x5/8" SHEET
PREMIER INDUSTRIES, INC. OR METAL SCREWS. ADJUSTABLE SURE ATTACHED
FALCON FOAM. TO TOP BRACKET WITH (2) 1/4"xt/2' BOLTS
AND NUTS PER BRACKET.
{:'fr
TONGUE AND GROOVE J07NTS. 1 27 GA (0.016" MIN.) INTERIOR STEEL SKIN
(DRAWNG QUALIT •.') WITH G-40 MIN. GALV_, SAKEC-ON PRIMER AND A BAKED -ON
1-4"
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
4-1/4" 14 G.A. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) #14x5/B"
VIEW "D" SHF-T METAL AND (2) 1/4"x3/4• SELF
4" TALL TAPER STRUT. :c; % TAPPING SCREWS. SEE VIEW "B".
0.057" MIN. GALV. STEEL,
50 KSI. MIN.
ONE 4" T-STRUT PER SECTION. (SEE
VIEW "D') EACH T-STRUT ATTACHED AT
27 GA (0.016" MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
SKIN (MIN. YIELD STRENGTH: 45 KSI, SELF TAPPING SCREWS.
DRAWING QUALITY) WITH G-40 MIN.
GALV. BAKED -ON POLYESI Ji PAINTED n
TOP COAT APPLIED TO BOTH SIDES OF
STEEL SKIN. t
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #145/8" SHEET METAL SCREWS.
ALUMINUM EXTRUS:ON & VINYL WEATHERSTRIP.
#14x5/8" SHEET METAL SCREWS SECTION A -A (SIDE VIEW)
0
0 0
C •O • • • • • • •• p
• • 1)04"A/40 SL3F • • •
PRODUCT REVISED TAP}IiRG 1CRLHS.0 • • DESI,4 LOADS: +38.0 P.S.F. & -4 .0 P.S.F. PART NO.: N/A A
ea co 09 with the Florida • • • • • • • • • • • . Unless S"." anent se 8685 Duim 8oulevord WINDLDAD RATING
Building ode 14 GA. END I 'Gg6 • • • • te8 (MIN >. 'NTER�DIATE HINGE n'0 a
TOLERANCES „� u Mason. ON 45040 USd. �`
NOA-No. 17-0920.0$ VIE*000 • • • • • • •NEW •C Tel. Na 513-770-4600 I l ! l'
.0 s t.031 8ulidng Preducfc n�aq Fo° Na. 513-770-4853 I _
PxPiration 12(27(2022 ,00 t.015 DESCRIPTION: 2" EPS INSULATED DOORS (SEE TABLE FOR MODELS)
.000 f.005 iDW� BY .0000 - t.001 DRAWN BY: SH DATE: B/28/12 SCALE: TUTS G-
INiareh � • • • • • • • • • • • • • Degrees .t 1 /2•
• • • • • • • • CHECKED BY: SH IUATE: 70/?2/125HEET 2 OF 3 i51ZE
• • • • • • . • • lMi°" Stpbtl Oil,efYdee
DIMENSIONS ARE IN OUCHES. DWG. NO.: 104724 VER: MD
.•. . . •.e =• =. _ 1
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . ... . .
. % .. . . . •• ..
. . . . . . . . . .
... . . . . ••. . .
4
1J
L
MODELS
1 24 GA SHORT
27 GA SHORT
27 GA FLUSH
aF5 ;A ♦.DNi
• • • •
tFIE'i7' • •
• • • •
• ! • i 3 REV. N0. ZONE: DATE: ECN N0.
CLDPAY
4400, 440E
4300, HDG
4301, HDGF
.43W, HI*L
• • • • •
• • • •
HOLMES
--
66, 66G, 6200
68, 6201
67. 6743r W413
IDEAL
--
I SP200
SF200
SE200
2" TRACK CONFIGURATION
DOORS UP TO 800 LOS,
NDTE TRACK CONFIGURATION ABOVE THE Fj0
DOOR OPENING DOES NOT AFFECT THE • • • SJ
WND LOAD RATING OF THIS DOOR. •
DOOR COUNTERBALANCE SYSTEM • • ('r I�
I,J
FLONTg(, CK
B • • • • •
• • • •
l ( � • ,YMB�COYFlGURAP.ON
OCI� � •DO4RS•Ue•TO 800 LHS.,
2
a
a
3" TRACK CONFIGURATION
DOORS 800 LEIS AND OVER.
3 PRODUCT REVISED
as complyin with the Florida
BuBding Code
NOA-No. 17-0920xO3
PaPiretion D 12127/2022
By �
ltlam Product Control
0
al
O��♦O. f HAAI/4T
G O
41�
STATE OF : 14/`
A 4 R 10 t'.
DESIGN ENGINEER,
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
13 GA GALV. STEEL FIAG TAC BRACKET ATHEDJ"
JAMB WITH (3) 5/16" X 1-5/8' LAG SCREWS
AND TO TRACK WITH (2) 1/4" RNEIS.
ROD: SPACING NTE 14" O.C_
2" GALV. STEEL TRACK.
TRACK THICKNESS: 0.083".
38"
REVISIONS
DESCRIPTION
SEE :REVISION HISTORY ON SHEET ONE.
1" DOOR OVERLAP (EACH SIDE)
7'- 3" MIN. '
x6
2SYP WOOD JAMB. SEE OPTIONAL SNP MOULDING BY INSTALLER (TO SUIT).
"JAMB PREPARATION NOTE". C16 GA GALV. STEEL DCUER—F-END-SIDLE FASTENED WITH (1) 18 X 1/2" WAFER SCREW.
9-0 Iion, END STILE DIM.. 5-3/4 X 2-1/8" X 3/8".
.................._............ ..._.._.�{
10 -6" 2 TRACK
X 13 GA GALV. 70%
i� TRACK BRACKETS FASTENED 70
IN
_g WOOD JAMBS WITH 5/6" X t-SJB' 7j11. I.D. ROUND 18 GA DAILY. STEEL CENTER HINGE
12'-0 ? LAG SCREWS NOT N EXCEEC 14" PUSH NUT FASTENED TO INTER. STLES W/(4) EACH
iG -g "4 " ON -CENTER. MIN. OF (9) LAG FASTENER. #14z5/8" SHEET METAL SCREWS.
TYP. 2-1/2-% 12 G4 GAILY.4r SCREWS REQUIRED PER JAMB. 14 GA GALV. STEEL ROLLER HNGES FASTENED TO END STILES W/(4) EACH +ji4x5/8"
STEEL TRACK -.PACKETS, - - c " C
ATTACHED TO JAMB WITH (1) 4'- ` BO" SHEET META. SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE,
5/16" X t-5/8" LAG SCREW PER 4- I 2" GAY. STEEL TRACK FASTENED TO
TRACK BRACKET. 1 7 12 CA GALV STEEL TRACK BRACKETS
1 WITH EITHER (2) 1/4" DIA RIVETS OR 2" ULA. 7-i/2" LONG STEM, 10 BALD. STEEL ROLLER WITH STEEL OR NYLON TIRE,
(1) 1/4" X 5/8' BOLT & NUT PER SECTON .Q
?RACK BRACKET.
LNR BRACKET (2-1/2' x 5-3/4" x 12CA)
PREPARATION OF JAMBS BY OTHERS. A7iA_NED 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.
.IAMB CONFIGURATION OOILR' F TRACK
DOORS 800 125 AND OVER LvW HEeDROOM OPTION
(AVAIL FOR BOTH 2" AND 3" TRACK)
i
LDOIPI.E HORIZONTAL
r TW''K.
1" UQUR OVERLAP (EACH SIDE)
6 2.6 SYP WOOD JAMB. SEE SOP MOULDING BY DOOR INSALLER (TO SUIT).
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARAT'ON NOi E' �s+ s,+ 18 CA GALV, STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
THICKNESS: 0.101'. ANGLE THICKNESS: 0.080 HORIZONTAL TRACK SCREW. END STILE DIM,: 5-3/4 X 2-1/8" X 3/8".
MIN. ANGLE DIMENSIONS 3-1/4" z 2-7/8", SUPPORT BY DOOR emu..,
VERTICM_ IIZONTIL TRACK 11' MAXIMUM SPACING INSTALLER (N SUIT). L
�— 3-1/4' x 2-7/8" MIN. x 0.080" TAPERED j
JUNCTION. TWO 1/4' TRACK.
'FROM LAST CKjJNC-
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCRON ANGLE SEE LAG BOLT MOUNTING A7 TRACK 18 GA, GALV. STEEL CENTER HINGE
CONFIGURATION BELOW. 7/16" I.C. ROUND FASTENED TO INTER. STILES W/(4) EACH
ADDITIONAL MOUNDING SOTS �- F4SiEN[R. PUSH NUT #14%S/B" SHEEP METAL SCREWS.
PACED AT 12" CENTERS.
----- I 0.101" THICK 3" GALV. STEEL TRACK FASTENED �14 GA GALV. STEEL ROLLER HINGES FASTENED TO END
TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS
2" ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/8' BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
NUT A7 EACH MOUNTINGSLOT.
3" DA B-1/2" LING STEM BAIL BEARING STEEL ROLLER,
SECTION C-C
3.1 NE Y." TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS,
MDUNTiNG SLOT LOCATION.
DESIGN SIGNLOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A q
DOOR TRACK
U.lasa Stated Otherwiaa C�npay 85E5 Duke Boulevard VINDLOAD RATING ~
22" HEl GHT TRACK LENGTH TOLERANCES .1. Masoq 0H 15040 U51 W 6 D P 3 8
Td. Na. St3-770-4807
-0 .0 = tA31 &eldirq Pfadu is 0a^'H fmc No. 513-770-d853
5'- 9 ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME .00 = 3.075
10" 2-0 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22", 34', ..00 -• t.005 DESCRIF"TION: 2' FPS INSULATED DOORS (SEE TABLE FOR MODELS)
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & ,D000 = t.ODt DRAWN BY: 'SH DATE: 9/28/12 SCALE: Ms DWG,L
3-1/2' 14 -0: 15640" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED MOVE De roe. = *1/2' c
a CHECKED BY: SH DAT_: 10/12/i � SHEET 3 OF 3 SIZE
VERTICAL/HORIZONTAL
TRACK JUNCTION.
Statetv ed Othise uim
OIMDNSIons ARE IN INCHES. DWG NO.: 104724 VER: MD
3 9 1
in"
3-1/2"
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
Florida Building Code Garage Door Windload Design Pressures Report # DPR-200929-B-01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for "components and cladding"
(Exposure C), 175 mph ultimate wind speed for Dade County.
Address: Alberto & Rosalinda Romeu
905 NE 95 St
Miami Shores, FL 33138, Dade County
Garage Opening Size: 160" x TO"
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 68' 0"
Roof Slope: Not provided (use greater than 100)
Measurement of Nearest Garage Door Opening to Building Corner: 3' 2"
Positive Design Load;+33.8 PSF Negative Design Load: -37.9 PSF
The following Clopay Corporation Doors meet the requirements for the stated loads:
Clopay Model 4400/4401/4300/HDG/4301/HDGF/4310/HDGLW6T, 162" x 7'0", Approval # 17-0920-03, Dwg # 104724, Windload Capacity: +38/42 PSF.
••••••
••••
••••••
•
• •
••••••
••••
•
•••••
•
The design loads shown above area are based upon the measurements listed above for "dM:QS:d" bui:Cligg!%and • • • • •
require that the door being installed meets the requirements of Section 1626 of the 6th Ed Florida Buildinb'Cbde ""' •
(2017) for windborne debris in high velocity hurricane zones. Design Loads are in accordan.ce Wt; Allowable Stress
. .....
Design load combinations. No further load reduction factors are permitted. .. • ..
The related calculations do not address the jambs or structural adequacy of the supporting'rtlelnders. T :ilding ; • •"•;
official is the final determiner of the suitability of the garage door connections for the particular building or. WQ a at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door -jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
4wttiA1111#1f
♦�� f
�
Digitally signed by Scott
p; a F )"*Pe,
�,.�4
�
Hamilton
•'
No 63286 ,fr
j Date:2020.09.29 15:03:10
2
-
-0400
Q' STATE OF101
Scott Hamilton, P.E
This document has been digitally signed and is valid without
C�
;.�'.4 o FP 1QP''1Florida
♦..;"1iS411N�1
P.E. 632`+�s"`�w
6
physical signature, Third-partycation thePcece can
8585 Duke Blvd.
chang d s nof
attest that the document has not beena itwas
41�+��'
Mason, OH 45040
signed. The printed document is just a copy and cannot be
(513) 770- 4800
verified.
9/29/2020
F"s
REPLACEMENT OF 1 IMPACT GARAGE DOOR 16' X 7'
.. .
NE 95 TH STREET
ALBERTO J GARCIA ROMEU & ROSALINDA P GARCIA ROMEU
905 NE 95 ST
MIAMI SHORES, FL 33138USA
....
......
......
. .....
00
..
.....
....
......
......
00*0