WS-19-2670Location Address
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 11/14/2019
Parcel Number
83 NE 103RD ST, Miami Shores, FL 33138 1121360130980
Contacts
Permit NO.: WS -11-10-2070
Permit Tyre: Wi dow5/Shutters
Work Classification: Garage Door
Permit Status: Approved
Expiration: 05/12/2020
Jeffrey Yao Owner DADE CONSTRUCTION CORP Contractor
83 103 JONATHAN NORMAN CUESTA
13372 SW 128 ST, MIAMI, FL 33186
Business: 7865647623
Description: REPLACING EXISTING GARAGE DOOR Valuation: $ 700.00 Inspection Requests:
305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$0.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$126.55
Payments
Date Paid Amt Paid
Total Fees
$126.55
Credit Card
11/08/2019 $50.00
Credit Card
11/14/2019 $76.55
Amount Due:
$0.00
Building Department Copy
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 and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant
r / Agent
Date
November 14, 2019 Page 2 of 2
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
ENTERED
NOV 0 2019
Dy:
FBC 20«
BUILDING Master Permit No. WS— 70
PER T APPLICATION Sub Permit No.
7UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 83 NE 103rd Street4�
TzrP—
�-v
City: Miami Shores y�, County: Miami Dade Zip:
Folio/Parcel#:11—MC —00— 099`,v Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Jeff Yao Phone#: 786.382.4487
Address: 83 NE 103rd Street
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: Phone#: 786.382.4487
Email: yao4@bellsouth.net
CONTRACTOR: Company Name:
Address: ( W403 5%.
Dade Construction
ne#:��-gb
City: t—\" VV"' State: C L Zip: -3-) ( B•b
Qualifier Name: .:108Q � C. its 6A Phone#: 4
State Certification or Registration #: (6 `Ej �, 0 V C Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City:
Value of Work for this Permit: $Square/Linear Footage of Work:
Type of Work: El Addition El Alteration ❑ New jJ✓ Repair/Replace
Description of Work: Replace existing garage door.
Zip:
❑ Demolition
Specify color of color thru tile:
Submittal Fee $ J1 Permit Fee $ `� d CCF $ O CO/CC $
Scanning Fee $ Q 1 . 0o Radon Fee $ 2 _(J O DBPR $ • Q(Notary $ ')lJ
Technology Fee $ 2 l's Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the afsence of such posted notice, the
inspection will not beeaa proved and a reinspection fee will be charged.
/ ^ el-
Signature
Signature \ 'f III/" T /I N Signature
or AGENT I f CONTRACTOR
The foregoing instrument was acknowledged before me this
day of A� '20 by
7r — `SO 'wh ' ersonally known
me or who ha produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Y
APPROVED BY
(Revised02/24/2014)
The forego'fig instr4fnne`ntt was acknowledged before me this
day 9.-1V&1M6—, 20 1C by
n=r wV'fias produced
who is personally known to
as
identification and who did take an oath.
NOTARY PUBLIC:
,�p -J�
Sign:
Print: Son
Seal:
l'Al19V11$SION # 002510!2 Cm n hft # OG 030
EX IRM Not 9.2022 E�ira: 4 n81�o22
BMW *U ANN Ndry
` Plans Examiner Zoning
Structural Review
Clerk
i
PIP
MIAMI• etcMIAMI-DADE COUNTY
e� PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONO r.,: Miami, Florida 33175-2474
(RER)
BOARD AND CODE ADMINISTRATION DIVISIO T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA /NQ Rip www.miamidade.Eov/economy
Clopay Building Products Company ,qP
8585 Duke Boulevard PROVED�z1�
I` Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construc'lo3i�used
s. The docu fren tion
submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to b�lf7nn' de C unty
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 t*•gxgc Ve of
such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or m4riaLl jhin their jurisdiction. • • • • • •
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product C641trollSectioneth at tkis 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 Ba4diag Code, including the High
Velocity Hurricane Zone. • • • •0.0 •
DESCRIPTION: Classic Single Car Steel Pan W9 DP62 Sectional Garage "oor up -to•9' , • • • • •
Wide w/ Optional Impact Resistant Glazing
00000. .. . 0000.
00 00 •• 0 000000
APPROVAL DOCUMENT: Drawing No. 104847, titled "Single Car W9 Pan Dloore'psheets 1 through 3 of • •
3, dated 05/20/2015, with revision 4 dated 07/18/2017, prepared by Clopay Building Pioaucts Gom&any, 0000:.
signed and sealed by Scott Hamilton, P.E. on 07/11/2018, bearing the Miami -Dads du
Co4dv Product Control •
0000..
renewal stamp with the Notice of Acceptance number and expiration date by the MiMni-Dade County. •
Product Control Section. 0000
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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels. A minimum of 2
specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory. Every
3 months, the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 34,000 psi
or more shall be used to make door panels for Miami -Dade County under this Notice of Acceptance.
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 # 17-0809.26 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.
NOA No 18-0716.02
MIAMI•DADE COUNTY Expiration Date: September 25, 2023
�� • ��� �CG /' rfi Approval Date: August 16, 2018
Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA #15-0622.09"
1. Drawing No. 104847, titled "Single Car W9 Pan Door", sheets 1 through 3 of 3, dated
05/20/2015, with revision 03 dated 08/11/2015, prepared by Clopay Building Products
Company, signed and sealed by Mark Westerfield, P.E.
B. TESTS "Submitted under NOA #15-0225.18"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC, TAS 202-94 • • • • •
5) Tensile Test per ASTM E8 • • •
Along with marked -up drawings and installation diagram of Clopay9%8", 24 ga. steel garage• • • • •
door Model 94W9 with windows, prepared by American Test Lab, Vc*.,* est Report'No. ;..0.;
ATLNC 1202.01-13, dated 09/03/2014, signed and sealed by David' T0lvhnson3 V.r . 0 • • • •'
"Submitted under NOA # 08-0724.04" 06:96: 0 • • • • • • •
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBS 'PAS 202-9110 • • • • • • • • •
2) Large Missile Impact Test per FBC, TAS 201-94 •.
3) Cyclic Wind Pressure Loading per FBC, TAS 213-94 :...:.
4) Forced Entry Test, per FBC, TAS 202-94 • •....
5) Tensile Test per ASTM E8 •
Along with marked -up drawings and installation diagram of Clopay 9'x 8', 24 ga. steel garage
door Model 94W9 with windows, prepared by American Test Lab, Inc., Test Report No.
ATLNC 0610.01-08, dated 07/16/2008, 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
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 #15-0622.09"
1. Anchor calculations prepared by Clopay Building Products Company, dated 06/01/2015,
signed and sealed by Mark Westerfield, P.E.
"Submitted under NOA # 08-0724.04"
2. Jamb anchor calculations complying with FBC-2004, prepared by Clopay Building Products
Company, dated 07/22/2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
r
Carlos M. Urtrera, P.E.
Product Control Examiner
NOA No 18-0716.02
Expiration Date: September 25, 2023
Approval Date: August 16, 2018
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14"
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of
Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc.,
Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
2. Test report on Self -Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635,
and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories,
Test Report No. ETC -06-1024-17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA #I5-0622.09"
1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Clopay Building
Products Company, dated 06/01/2015, signed and sealed by Mark Westerfield, P•E. •
2. Statement letter of no financial interest issued by Clopay Building PjodVet� Company, dated • • • • • •
06/01/2015, signed and sealed by Mark Westerfield, P.E. • • • •
•••••• ••••••
•
••••••
•••• •••• • •
2. Evidence submitted under NOA # 17-0809.26 • .... • • • • • • • . • • ..
...... .. . .....
A. DRAWINGS •• •• •• ••••••
1. Drawing No. 104847, titled "Single Car W9 Pan Door", sheets 1 th4ftf& I of 3, dated •
05/20/2015, with revision 4 dated 07/18/2017, prepared by Clopay Buildidg Prodvgts,. ' • •' • •
Company, signed and sealed by Mark Westerfield, P.E. ......
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY 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 2010, 5t' Edition (2014) and 6' Edition (2017) FBC
issued by Clopay Building Products Company, dated 08/02/2017, signed and sealed by Mark
Westerfield, P.E.
041or"V-7003
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0716.02
Expiration Date: September 25, 2023
Approval Date: August 16, 2018
E-2
Clopay BuildinE Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3.
New evidence submitted
A.
DRAWINGS • • """
......
...... .
1. Drawing No. 104847, titled "Single Car W9 Pan Door", sheets J jgough 3 of 3, dated: •;
05/20/2015, with revision 4 dated 07/18/2017, prepared by Clgay -Building acts
• •
' '
Company, signed and sealed by Scott Hamilton, P.E. on 07/11/26 t E' ""
• • • •
...... ...
.....
.... .. .
......
B.
TESTS 0
1. None.
•
C.
CALCULATIONS
1. None.
D.
QUALITY 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 2010, 5 1 Edition (2014) and 6th Edition
(2017) FBC issued by Clopay Building Products Company, dated 07/11/2018, signed
and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 07/11/2018, signed and sealed by Scott Hamilton, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0716.02
Expiration Date: September 25, 2023
Approval Date: August 16, 2018
E-3
4 13
CLOPAY MODELS 94 84A 93 41` HOLMES MODEL 48 SHEET
1 OF 3
1 6
GA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TWO TOP
RAIL AND TWO BOTTOM RAIL, FOUR VERTICALLY ON 18" SECTIONS AND SIX VERTICALLY ON 21" SECTIONS)
AND SEPARATE 18 GA. GALV. INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH
/PATENTED TOG -L -LOC SYSTEM (TWO TOP RAIL AND TWO AT BOTTOM RAIL).
ONE INTERMEDIATE S71LE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED
TOG -L-LOC SYSTEM (TWO TOP RAIL & TWO BOTTOM RAIL) AND URETHANE ADHESIVE
(ALONG CENTER).
-- A
18-1/2" X 11" (DLO)
IMPACT/ RESISTANT GLAZING.
SEE SECTION 3-8.
91
ml
MAX. DOOR WIDTH = 9'-0'
INSIDE ELEVATION
,
OO�X'HAM
�yC. ..........
..S
*• No 632816' •'.�
9 STATE OF
DESIGN ENGINEERI
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
F
REVISIONS
DATE: ECN NO. APPVD: DESCRIPTION
11/2013- SH AS TESTED PER WITH IMPACT RESISTANT LITES
5/20/15 - MW UPDATED TO 3 PAGES FOR MLAMI-RADE APPLID
8/11/15 – MW CLARIFICD TOG–L–LOC LOCATIONS AND IMPACT
uPOATFn CnnF OOMPI IANCE STATEMENT TO ADD
IN
DOOR HEIGHT C' OF
SECTIONS
6'0' TO 7'0' 4
7'6' TO 8'9' 5
9'0' TD 10'6" 6
10'9' TO 12'3' 7
12.6' TO 14.0' 8
14'3' TO 15'9' 9
1610' 10
PRODUCT RENEWED
as complying with the Florida
Building Code
NCA -No. 18-0716.02
Fxpiration/2512023
By
Miami -Dad f Product Control
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOQK WITH
LOCK BAR LOCKING.
SNAP LATCH ENGAGES
SLIDE BOLT LOCK ONTO VERTICAL TRACK.
END ENGAGES INTO ONE SNAP LATCH ON
STILE. VERTICAL TRACK. EACH SIDE OF DOOR.
ONE LOCK ON
EACH SIDE OF
DOOR.
OUTSIDE END
INSIDE SLIDE BOLT KEYED STILE.
LOCK OPTION, HANDLE.
INSIDE .HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
■
Q
B
IMPACT -RESISTANT GLAZING DETAILS
THIS PRODUCT CONFORMS
TO THE REQUIREMENTS OF
SECTION B—B
THE 2010 FBC, THE FIFTH
EDITION FBC. AND THE
• • • •
SIXTH•EDI..WBQ �' • MANUFACTURING PRODUCT CODE
• • •
• • • • • PAN -21`143
-�PETAIL 'D'
DESIGN•LO�:0:+--:2 0-.72.0 P.S.F. PART NO.: N/A
A
•J•e St•R Otnerws� "IS585 Duke Boule aro WINDLOAD RATING
USA
DETAIL V
TOLERANCES ore T6. DH asD4D
'Opay Tel. Na. 517-770-4800 W
\ / C1 D P 6
T–STRUT. SEE SECTION
.0 = 3.031 3616ng Products C-po�y Fax No. 513-770-4853 //
' _ _
/
HIGHPURPOSE
BOND TAPE.
.00 = 3.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR
A–A FOR DETAILS.
• f1i0•== 3.
OD�p t.0Oq05 } • DR BY: SH ATE: • 10/1/13 SCALE: NTS DWG.
/
•
DegreV - 31/' HICKZD BY: AV ATE: 5/20/15 SHEET 1 OF 3 SIZEJJ
•
•
U•ese St ed OtIO-1 n •
D ENSIOr# &RE IN INWES. WG. 110.: 1048.70 • • VER: M -D
--
RAT'
OPTIONAL DECORATIVE
OPTIONAL DECORATIVE
SNAP–IN INSERT. /
.� FRONT FRAME FACADE.
r
lJ
\ STRUCTURAL. SILICONE l
�'
AND FRAME)-
(BETWEEN STEEL SKIN AND FRAME).
LOCK POSITION
(BOTH SIDES).
�.
`
/
_END
STILE.
\'
POLYSTYRENE RETAINER
3/16" THICK IMPACT RESISTANT
_
FASTENED TO FRAME WITH
ONE–PIECE INJECTION MOLDED
( iE8 a 3/4" PAN HEAD
SABIC INNOVATIVE PLASTICS LEXAN
MACHINE SCREWS.
AC
OUTSIDE
SLX2432T FRONT FRAME &
GLAZING. 1/2" OVERLAP
DOOR HEIGHT C' OF
SECTIONS
6'0' TO 7'0' 4
7'6' TO 8'9' 5
9'0' TD 10'6" 6
10'9' TO 12'3' 7
12.6' TO 14.0' 8
14'3' TO 15'9' 9
1610' 10
PRODUCT RENEWED
as complying with the Florida
Building Code
NCA -No. 18-0716.02
Fxpiration/2512023
By
Miami -Dad f Product Control
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOQK WITH
LOCK BAR LOCKING.
SNAP LATCH ENGAGES
SLIDE BOLT LOCK ONTO VERTICAL TRACK.
END ENGAGES INTO ONE SNAP LATCH ON
STILE. VERTICAL TRACK. EACH SIDE OF DOOR.
ONE LOCK ON
EACH SIDE OF
DOOR.
OUTSIDE END
INSIDE SLIDE BOLT KEYED STILE.
LOCK OPTION, HANDLE.
INSIDE .HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
■
Q
B
IMPACT -RESISTANT GLAZING DETAILS
THIS PRODUCT CONFORMS
TO THE REQUIREMENTS OF
THE 2010 FBC, THE FIFTH
EDITION FBC. AND THE
• • • •
SIXTH•EDI..WBQ �' • MANUFACTURING PRODUCT CODE
• • •
• • • • • PAN -21`143
DESIGN•LO�:0:+--:2 0-.72.0 P.S.F. PART NO.: N/A
A
•J•e St•R Otnerws� "IS585 Duke Boule aro WINDLOAD RATING
USA
TOLERANCES ore T6. DH asD4D
'Opay Tel. Na. 517-770-4800 W
\ / C1 D P 6
.0 = 3.031 3616ng Products C-po�y Fax No. 513-770-4853 //
.00 = 3.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR
• f1i0•== 3.
OD�p t.0Oq05 } • DR BY: SH ATE: • 10/1/13 SCALE: NTS DWG.
•
DegreV - 31/' HICKZD BY: AV ATE: 5/20/15 SHEET 1 OF 3 SIZEJJ
•
•
U•ese St ed OtIO-1 n •
D ENSIOr# &RE IN INWES. WG. 110.: 1048.70 • • VER: M -D
--
2• 1
• c • • • • •
• • •
• ••• • •
• • • • • • • • •
• •• •• ••• ••• •• ••
f
DI
7■
EI
4
13
CLOPAY MODELS 94 84A,
93, 4F HOLMES MODEL 48 SHEET -
HOLLOW CMU
2 OF 3
HORIZONTAL (TOP) JAMB
1-1/4'
(NO LOAD FROM DOOR)
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1' O.D.
GROUT -FILLED CMU BLOCK
1/4' x
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
MIN. EMBED ULTRACON CONCRETE ANCHOR
THE 2,,15 VERTICAL SYR (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
1' O.D.
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
CONCRETE
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +279 LB & -324 LB. PER LINEAR
FASTENER
TYPE
FOOT OF JAMB. '
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT RECUIRED TO BE) COUNTERSUNK TO PROVIDE A
8-1/2'
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
2000 PSI MIN.
LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY.
MAX. O.C.
1' MIN.
EMBED TAPCON CONCRETE ANCHOR
PREPARATION OF JAMBS BY OTHERS
1' O.D.
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
CONCRETE
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
2.6 VERTICAL JAMB
COILING DES FORRTHER LOADS AND LISTED ON CTHIISDANCE DRAWINGTH CURRENT BUILDING
2x6 JAMB TO SUPPORTING STRUCTURE ATTA HM NT
-- -1 ..1— "1 .,+.n,,.,r.n — 1.." ..gni c — I..c 11-1AI IA110C _ 11
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN
FASTENERS*
STEEL
WASHERS
REQUIRED
HOLLOW CMU
BLOCK WALL
1/4• x
1-1/4'
MIN. EMBED ULTRACON CONCRETE ANCHOR
6'
1' O.D.
GROUT -FILLED CMU BLOCK
1/4' x
1-3/4'
MIN. EMBED ULTRACON CONCRETE ANCHOR
9-3/4'
1' O.D.
2000 PSI MIN,
CONCRETE
1/4' X
1' MIN.
EMBED ULTRACON CONCRETE ANCHOR
8-1/2'
1' D.D.
2000 PSI MIN.
CONCRETE
l/4' x
1' MIN.
EMBED TAPCON CONCRETE ANCHOR
7-1/4'
1' O.D.
2000 PSI MIN,
CONCRETE
3/8' X
1-3/4'
MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
is,
INCLUDED
4000 PSI MIN.
CONCRETE
3/8' X
1-3/4'
MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
24'INCLUDED
WOOD FRAME
(SYR 0.55 S011/2-
G)
x
3' LAG
SCREW (ASTM A307, GRADE A) 1-5/8' EMBED INTO STRUCTURE
19-1/2'
1' O.D.
I
REVISIONS
DATE: ECN NO. APPVD: DESCRIPTION
- - - SEE REVISION HISTORY ON SHEET ONE.
24 GA DDS STEEL EXTERIOR SKIN WITH
G-40GALVANIZING, BAKED -ON PRIMER AND
A BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
]ON A-
I 2 CA GALV. STEEL TOP
ROLLER BRACKET
(2-1/2" x 5-3/8').
EACH BRACKET ATTACHED
W/(4) #14x5/8" SHEET
METAL SCREWS.
SHIP LAP JOINTS
I G0. GALV. STEEL
VD HINGE. EACH
1STENED TO END
TILES W/(4) /14x5/8'
HEET METAL SCREWS
(2) 1/4' SELF
1PPING SCREWS.
ONE 4' T -STRUT PER
SECTION. (SEE VIEW 'D)
EACH T -STRUT ATTACHED
AT EACH STILE WITH (2)
1/4"x3/4' SELF TAPPING
SCREWS.
Effill
C
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED L
AT LEAST AS HIGH AS THE DOOR OPENING. ..
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. VI W
4" TALL TAPER STRUT
`01 HAI./Z;-. �
��o672y.
�: STATE OF
0RIQP��Z.`
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2, EXCLUDING STUCCO THICKNESS.
7" MIN GALV STEEL
0.05 ,
50 KSI. MIN.
SECTION A -A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
(4) #14x5/8" SHEET • • • • • • • • • • • • PAN -2F143
p METAL SCREWS • • • •I-• • • • • •
p PRODUCT RENEWED •• •� • iFSIG S� +62.0 P.S.F. & -72.0 P.S.F. PART NO.: N/A A
as complying with the Florida • • • • •UnIeE Stilted Otherwise _Cho a 8585 Duke Boulewrd WINOLOAD RATING
p p O Building Code • • • • • • • Mwon, OH 45040 USA
(2) 1/4'x3/a' SELF Noa No. 18-0716.02
i1CLERd(NOES so Tel. No. 513-770-4BD0 W 9 D P 6 P
p TAPPING SCREWS .0 = t.D37 Buddng Products CampvnT Foz No. 513-770-4853
Ex Talion Da 09/2512023 .00 = ±.D15
14 GA_ END HINGE 18 GA_ INTERMEDIATE HINGE p DESCRIPTION: SINGLE CAR W9 PAN ODOR
=
VI 000 t.005 "A" VIEW "B" By • • • • • • 0000 1 DRAWN 9Y: SHDATE: 10/1/13 SCALE: NTS DWG. R
Miami -Dad Produet Control • • • • • LSe�rees CKED BY: MW DATE: 5/20/15 SHEET 2 OF 3 ISIZE UJ
• • • • • 1*I s*St.t.d Olherise
• • • • • WWA N ON RE I INCHES. G. NO.: 104847 VER: M -D
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 • • ••• 0 0
13 GA GALV. STEEL BOTTOM
ALUMINUM EXTRUSION
BRACKET ATTACHED WITH (2)
& VINYL WEATHERSTRIP,
8144/8' SHEET METAL
SCREWS.
u
B
4'
4-1
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED L
AT LEAST AS HIGH AS THE DOOR OPENING. ..
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. VI W
4" TALL TAPER STRUT
`01 HAI./Z;-. �
��o672y.
�: STATE OF
0RIQP��Z.`
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2, EXCLUDING STUCCO THICKNESS.
7" MIN GALV STEEL
0.05 ,
50 KSI. MIN.
SECTION A -A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
(4) #14x5/8" SHEET • • • • • • • • • • • • PAN -2F143
p METAL SCREWS • • • •I-• • • • • •
p PRODUCT RENEWED •• •� • iFSIG S� +62.0 P.S.F. & -72.0 P.S.F. PART NO.: N/A A
as complying with the Florida • • • • •UnIeE Stilted Otherwise _Cho a 8585 Duke Boulewrd WINOLOAD RATING
p p O Building Code • • • • • • • Mwon, OH 45040 USA
(2) 1/4'x3/a' SELF Noa No. 18-0716.02
i1CLERd(NOES so Tel. No. 513-770-4BD0 W 9 D P 6 P
p TAPPING SCREWS .0 = t.D37 Buddng Products CampvnT Foz No. 513-770-4853
Ex Talion Da 09/2512023 .00 = ±.D15
14 GA_ END HINGE 18 GA_ INTERMEDIATE HINGE p DESCRIPTION: SINGLE CAR W9 PAN ODOR
=
VI 000 t.005 "A" VIEW "B" By • • • • • • 0000 1 DRAWN 9Y: SHDATE: 10/1/13 SCALE: NTS DWG. R
Miami -Dad Produet Control • • • • • LSe�rees CKED BY: MW DATE: 5/20/15 SHEET 2 OF 3 ISIZE UJ
• • • • • 1*I s*St.t.d Olherise
• • • • • WWA N ON RE I INCHES. G. NO.: 104847 VER: M -D
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 • • ••• 0 0
DI
4 1,5 Z I I
CLOPAY MODELS 94, 84A, 93, 4F, HOLMES MODEL 48 SHEET: REVISIONS
3 OF 3 REV. N0. ZONE: DATE: ECN N0. I APPVD: DESCRIPTION
04 - - - - SEE REVISION HISTORY ON SHEET ONE.
2" TRACK CONFIGURATION.
NOTE: TRACK CONFIGURATION
i
ABOVE THE DOOR OPENING DOES
BY DOOR
NOT AFFECT THE WIND LOAD
i
RATING OF THIS DOOR.
c'
13� GA GALV. STEEL FLAG BRACKET ATTACHED TO
8
II
— JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TCI TRACK WITH (2) 1/4" RIVETS.
= L.
Z
2-1/2"x12 GA GALV. STEEL FASTENED TO INTER. STILES W/(4) EACH
O
3" TRACK IS ALSO AVAILABLE.
!l■
HORIZONTAL
TRACK
SUPPORT
BY DOOR
INSTALLER
(TO SUIT).
DOOR COUNTERBALANCE SYSTEM
c'
13� GA GALV. STEEL FLAG BRACKET ATTACHED TO
DOOR
HEIGHT "L"
— JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TCI TRACK WITH (2) 1/4" RIVETS.
6'-6" 71
2-1/2"x12 GA GALV. STEEL FASTENED TO INTER. STILES W/(4) EACH
7'-0" 76"
TRACK BRACKETS FASTENED #14x5/8" SHEET METAL SCREWS.
7'-6"
AS REQUIRED: SPACING NOT TO EXCEED 14" O.C.
- "
5/16'x1-5/8" LAG SCREWS.
SHAFT FOR UNRESTRICTED DOOR OPERATION,
FOR UN
8.-6,. 94"
9'-6" 1
63" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
10'-0"11r
BRACKETS. TRACK ATTACHED TO W/(4) EACH #14.5/8" SHEET METAL SCREWS AND (2) 1/4" SELF
10-6" 118-
"50
50
11'- " 121
11'-6" 130"
PRODUCT RENEWED
38" TYP. " 2-1 2 X 12 GA GALV.
/
12'-0" 1
12'-6" 142"
STEEL TRACK BRACKETS,
13'-0" 148 -
ATTACHED TO JAMB WITH (1)
13'-6" 4"
14'-0" '
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
14'-6" 166"
z.0 P.S.F. �L
15'-0" 172"
10"
15'-6" 178"
3-1/2"
tfi'-0" 184"
OWN]
JAMB CONFIGURATION.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 G0. x 3-1/8• GALV. STEEL END STILE
2-5/B" GALV. STEEL DOUBLE END STILE
' 20 CA. GALV. STEEL INTER. STILE (1) INTER.
c'
1 STILE BETWEEN EACH EMBOSS.
18 GA. GALV. STEEL CENTER HINGE
2-1/2"x12 GA GALV. STEEL FASTENED TO INTER. STILES W/(4) EACH
TRACK BRACKETS FASTENED #14x5/8" SHEET METAL SCREWS.
TO WOOD JAMB WITH
7/16" T FASTENER INSTALLED ON ROLLER
• • • •
5/16'x1-5/8" LAG SCREWS.
SHAFT FOR UNRESTRICTED DOOR OPERATION,
FOR UN
MANUFACTURING
MANUFACTURING PRODUCT CODE
2" GALV. STEEL TRACK FASTENED
N 632
*:•
TO 12 GA GALV. STEEL TRACK 14 G4 GALV. STEEL ROLLER HINGESFASTENED TO ENO STILES
• •
BRACKETS. TRACK ATTACHED TO W/(4) EACH #14.5/8" SHEET METAL SCREWS AND (2) 1/4" SELF
EACH BRACKET WITH TWO 1/4' TAPPING SCREWS PER ROLLER HINGE.
C
RIVETS OR ONE i" BOLT k NUT.
PRODUCT RENEWED
2" STEEL LONG STEM ROLLER
y • • • + •
WITH NYLON TIRE. 7-1/2" LONG.
SECTION C -C
• 7(i
�V> u`Ictrn--
PREPARATION OF JAMBS BY OTHERS.
• ••
•
LHR BRACKET (2-1/2" x 5-3/4' x 12CA)
z.0 P.S.F. �L
ATTACHED WITH (2) 1/4 x 3/4" SELF TAPPING
A
SCREWS.
NOA-No. 16-0716.02
DOUBLE TRACK
LOW HEADROOM OPTION
U"le� 5tot� Dt QIy
TOLERA CE
(AVAIL. FOR BOTH 2" AND 3" TRACK)
8585 Duke III— crd WINDLDAD RATING
40 USA
DOUBLE HORIZONTAL
P
p ; �Z
Cs R 1 ('j `�
TRACK.
1
• • • • • • •
• •• •• • Ir • •• ••
••• • • • ••• • •
c'
• • • • •
• • • •
• •
MANUFACTURING
MANUFACTURING PRODUCT CODE
N 632
*:•
• •
• • .9. • • •
PAN -21`143
[66{{y.''.
PRODUCT RENEWED
• •
y • • • + •
• 7(i
�V> u`Ictrn--
as complying with the Florida
Building Code
• ••
•
.Y•
VE �� 01���: '�'6
z.0 P.S.F. �L
—%2.0 P.S.F. PART NO.: N/A
A
STATE OF : 4A�
10 1. �/ ,
NOA-No. 16-0716.02
y • 060
U"le� 5tot� Dt QIy
TOLERA CE
(SIO a Y
8585 Duke III— crd WINDLDAD RATING
40 USA
P
p ; �Z
Cs R 1 ('j `�
Expiration Da e09/25/2023
re
.0 = t.031
p
Building Produclz Co,mny
TO. No.O5H3`7�0-4800 W J D P 6 2
Fox No. 513-770-4853
�'AIII NA � �`��
pse
DESCRIPTION SINGLE
R W9
CADATE: PAN DOOR
�
Miami -0 Product Control
• • • • •
• DOD s t.
6000 s d �ADRIWN
SH
SCALE: NTS DWG.
DESIGN ENGINEER'
�•
�erAs = t1
C CKED 8Y: MW
DATE: 5/20/15 SHEET 3 OF 3 SIZE
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
• • • •
• Dm, smma tner.�5�
DIM sslotcs A IN INCHES. DViG. NO.: 104847
VER: M -D
4
3
. •
• •
•
• • • • • • •
• •• •• • Ir • •• ••
••• • • • ••• • •