WS-18-2002Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
F� RIOP
Phone: (305)795-2204
Permit NO. W-7-18-2002
Permit Type: Windows/Shutters
Per I" t Work Classification: Garage Door
Permit Status: APPROVED
Issue Date: 812312018 1 Expiration: 02/1912019
Project Address Parcel Number Applicant
420 NE 91 Street 1132060190070
Miami Shores, FL 33138- Block: Lot: PROPERTY HOUNDS LLC
imr m m�irnr�omn
Owner Information Address Phone Cell
PROPERTY HOUNDS LLC 420 NE 91 Street (954)520-2268
MIAMI SHORES FL 33138-
7021 NW 67 Court
PARKLAND FL 33067-
Contractor(s) Phone Cell Phone
RARE RENOVATIONS LLC (954)426-8018
Type of Work: GARAGE DOOR INSTALLATION
No of Openings: 1
Additional Info: GARAGE DOOR INSTALLATION
Classification: Residential
Scanning: 3
Fees Due
Amount
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Permit Fee
$110.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$127.80
Valuation: $ 2,200.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-7-18-68345
08/23/2018 Credit Card $ 77.80 $ 50.00
07/26/2018 Check #: 2204 $ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
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 AFFIDAV - certi t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an nin uth mo e, I aut rize he -named contractor to do the work stated.
�-- August 23, 2018
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
gust 23, 2018
r r.
Miami Shores Village RECEIVED
Building Department JUL 26/2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 l`IY1
FBC 20I-+
BUILDING Master Permit No. RC 6-17-1597
PERMIT APPLICATION Sub Permit No. N_& !B _ Zo®2
QBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 420 NE 91 ST
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11-3206-019-0070 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Property Hounds LLC Phone#: 954-520-2268
Address: 7021 NW 67 CT
City: Parkland State: FL Zip: 33067
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Rare Renovations LLC
Address: 7021 NW 67 CT
City: Parkland State: FL
Qualifier Name: Michael Rares
State Certification or Registration #: CBC1260851
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $ 2200.00
Type of Work: ❑ Addition ❑ Alteration
Description of Work: Garage Door Installation
e#: 954-426-8018
_Zip: 33067
ne#: 954-520-2268
Certificate of Competency #: _
Phone#:
City:
Square/Linear Footage of Work:
❑� New ❑ Repair/Replace
Zip:
❑ Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ d ' C CCF $ CO/CC $
Scanning Fee $ Radon Fee $ 2. • DBPR $ 2 C�O Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $"
(Revised02/24/2014)
40 .
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
E.
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 1� V / Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
6 day of JUIy
Michael Rares
me or who has produced
, 20 18 by
who is r5onall;yI:; n tc
as
K� K)II--
CONTRACTOR
The foregoing instrument was acknowledged before me this
6 day of JUIy by
Michael Rares ho is personally known to
me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print:
Seal:
APPROVED BY
as
g6n&L Print: NG1.
NAIASHA BOOJ-1
a r t y,: NAIASHA BOOKS
MYCOMMISSION$GSeal: :,i �: MYCOMMISSKNJ#flG154422
EXPIRES: October EXPIRES: Odobeir 27, 2021
p ' • '.�'oi F��e`Bonded Thru NOfB(Y PIJbYC UIIABIMM6R
ft" Ttru Notety Pubic
################ #### #################################################################
r
Plans Examiner Zoning
Structural Review
Clerk
(Revised02/24/2014)
7/26/2018 Property Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPRAiSERg
Summary Report
Property Information
Folio:
11-3206-019-0070
Property Address:
420 NE 91 ST
Miami Shores, FL 33138-3151
Owner
PROPERTY HOUNDS LLC
Mailing Address
7021 NW 67 CT
POMPANO BEACH, FL 33067 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
1,863 Sq.Ft
Living Area
1,763 Sq.Ft
Adjusted Area
1,813 Sq.Ft
Lot Size
_____.....
9,787.5 Sq.Ft
Year Built 11950
Assessment Information
Year
2016,
2017 2016
__
$293,703 $244,753
Land Value
............
$293,703
Building Value
$25,237
$126,185 $126,185
XF Value
$440
$447 $454
Market Value
Assessed Value
$319,380
S319,380
$420,335 $371,392
$420,335 $371,392
Benefits Information
Benefit Type 20181 20171 2016
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
EL PORTAL PB 9-101
E1/2 LOT 11 & W47.5FT LOT 10
BLK 1
LOT SIZE 72.500 X 135
OR 20386-2808 04 2002 4
Generated On : 7/26/2018
Taxable Value Information
2018
2017
2016
County
Exemption Value
$0
$0
$0
Taxable Value
$319,380
$420,335
$371,392
School Board
Exemption Value
$0
$0
$0
Taxable Value
$319,380
$420,335
$371,392
City
Exemption Value
$0
$0
$0
Taxable Value
$319,380
$420,335
$371,392
Regional
Exemption Value
Taxable Value
$0
$319 380
$0
$420,335
$0
$371,392
Sales Information
Previous
OR
Price
Book-
Qualification Description
Sale
Page
03/10/2017
$349,000
30456-
Qual by exam of deed
1265
02/15/2017
$305,400
30456-
Financial inst or "In Lieu of Forclosure"
1263
stated
09/02/2016
$370,100
30220-
Financial inst or "In Lieu of Forclosure"
1489
stated
04/01/2002
$0
20386-
Sales which are disqualified as a result of
2808 lexamination
of the deed
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:
7/26/2018 Detail by Entity Name
Dt ; rtmE rrt �- Stag / Dmsion of Cor nratior=s / Searr,_h Recc rc+s, / Del ail 8 ._Dr currient Number
ter /
Detail by Entity Name
Florida Limited Liability Company
PROPERTY HOUNDS LLC
Filing Information
Document Number
L15000152959
FEI/EIN Number
47-5183875
Date Filed
09/08/2015
Effective Date
09/07/2015
State
FL
Status
ACTIVE
Principal Address
7021 NW 67TH CT
PARKLAND, FL 33067 UN
Mailing Address
7021 NW 67TH CT
PARKLAND, FL 33067 UN
Registered Agent Name & Address
RARES, MICHAEL K
7021 NW 67 CT
PARKLAND, FL 33067
Authorized_Person(s) Detail
Name & Address
Title MGR
RARES, MICHAEL K
7021 NW 67 CT
PARKLAND, FL 33067 UN
Title AMBR
Rares, Leslie
7021 NW 67TH CT
PARKLAND 33067 UN
Annual Reports
Report Year Filed Date
2016 05/02/2016
http://search.sunbiz.org/Inquiry/C orporati onSearch/SearchRes ultDetai I?i nqui rytype= Enti tyN am e&di recti onType= lniti al &searchN am eOrder= PR OPERTYH OU N... 1 /2
44
�As ) B - 2-C)o 2
.. .
k
RECEIVED
PERMIT' #: y
JUL � 1018 �
Miami Svicyos Village
'-
MIAMI-DADE
PPROVED BY DATE
_
PRODUC ON O N
Y
DEPARTMENT O
ZONING DEP
Y ND EC NI C
' 1180 e m 208
t3LUCG D�O
Mi for 31'15-2474
(RER)
BOARD AND COD
ADMINIST(RRA�T,IIO}NI DIVISION
U r�
rAl�l "(&)bX 1 t FEDERAL
T (786) 315-2590 F (786) 315-2599
'-
NOTICE O
Is 1 C
ti �v.miamidade.gov/economy
,-
Clopay BuildinglPVM
eWC6fyip'AnriLL--*S ArJD REGULATIOrJS
;
8585 Duke Boulevard
Mason; OH-45040.x
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with tie Florida Bvi MA.Code,
including the High Velocity Hurricane Zone. 000 "" • • • • • •
DESCRIPTION: 2" Gallery EPS Insulated W6 DP38T Steel Sectional GavalQDoor upv,,18'- �••��
2" Wide w/ Optional Impact Resistant Lites 000000
APPROVAL DOCUMENT: Drawing No. 104810, titled "2" Gallery EPS Doors 10 O'O 'W", shaehs I' . • • •
through 3 of 3, dated 01/20/2017 with revision 2 dated 07/18/2017 prepared b Cl • • ildin • roducts
g , p p Y QP� u g �'... .....
Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami -Dade C(mvhe rroduct ,dnt:jol • • • •
revision stamp with the Notice of Acceptance number and expiration date by the Mier>rio3ade 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 nu% a-%t!he '
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade
County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #17-0206.11 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 17-0809.35
MIAMI-DAD: COUNTY Expiration Date: March 30, 2022
Approval Date: November 30, 2017
� j 1
42 017 Page 1
Clopay Buildinji Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER NOA #17-0206.11
A. DRAWINGS
1. Drawing No. 104810, titled "2" Gallery EPS Doors 18'2"W", sheets 1 through 3 of 3, dated
01/20/2017, with revision 1 dated 03/07/2017, prepared by Clopay Building Products
Company, signed and sealed by Mark Westerfield, P.E.
B. TESTS
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 18'2"x 8', 27ga steel garage door
Model GD2LPW6 with Lexan MR10 Polycarbonate windows, prepared by American Test
Lab, Inc., Test Report No. ATLNC 0422.01-13, dated 05/30/2013, signed gnd sealed�bX •
David W. Johnson P.E.
• • • •
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC3TA& 202-94 '•;
2) Large Missile Impact Test per FBC, TAS 201-94 • • • : • •
•
•
3 Cyclic Wind Pressure Loading per FBC TAS 203s94" • •
Y g
"""
4) Forced Entry Test, per FBC, TAS 202-94 "" • •
00000
• • • • • ""
5) Tensile Test per ASTM E8 . . . . .
•
.....
along with marked -up drawings and installation diagram of 16'2"x 8'..7A asteel garage door
' • • •; •
Model GD2LPW8 with MAK SL and/or MAK 15 windows, prepare4 byAjneric an Test Lab,
'.
Inc., Test Report No. ATLNC 1105-01-13, dated 01/14/2014, signed, and sealed lj�Dq;id W.
�' •"�
Johnson,P.E. •• . .. .
;••••�
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and•C8U.fanels,
prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/01/2014,
signed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 01/20/2017,
signed and sealed by Mark Westerfield, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 17-0809.35
Expiration Date: March 30, 2022
Approval Date: November 30, 2017
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Covestro LLC for their Makrolon
Polycarbonate Sheets, approved on 06/08/2017, expiring on 08/27/2022.
3. Test report on Surface Burning Characteristics, per ASTM E84 of Atlas EPS Type I, Test
Report No. 102609488SAT-001A, prepared by Intertek "Testing Services, NA, Inc., dated
06/20/2016, signed and sealed by Rick Curkeet, P.E.
4. Test report on Ignition Properties of Plastics per ASTM D1929 of Atlas EPS Type 1, Test
Report No. 102609488MID-002, prepared by Intertek Testing Services, NA, Inc., dated
06/13/2016, signed and sealed by Rick Curkeet, P.E.
F. STATEMENTS
1. Statement letter of code conformance with the 5' edition (2014) FBC issued by Clopay
Building Products Company, dated 01/20/2017, signed and sealed by Mark Westerfield, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company, dated
01/20/2017, signed and sealed by Mark Westerfield, P.E. •
2. NEW EVIDENCE SUBMITTED • • •
A. DRAWINGS •••• • •• •••••
I. Drawing No. 104810, titled "2" Gallery EPS Doors 18'2"W", sheets j .W.olgh 3 of 3,0 ted • • • • •
01/20/2017, with revision 2 dated 07/ 18/2017, prepared by Clopay Bpileirlg Products ' • • • • •
Company, signed and sealed by Mark Westerfield, P.E. 00
• ......
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, 56 Edition (2014) and 6t° Edition (2017) FBC
issued by Clopay Building Products Company, dated 08/02/2017, signed ands led by Mark
Westerfield, P.E. �r Zp�TD17
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 17-080935
Expiration Date: March 30, 2022
Approval Date: November 30, 2017
E-2
71
al
4
MODELS
SHORT
LONG
CLOPAY
GD2SP, GR2SP
GD&P, GR2LP
iALLERY
R7ISTRY
AR2SP
AR2LP
. D,.....,,...
ED2SP
EDRLP
3
MODELS FLUSH MINOR RIBS SH-T'
CLOPAY CLASSIC 4302, HUGO 4305, HDGR OF 3 REV. NO
00
HOLMES CLASSIC 6202 6205
01
I➢EAL CLASSIC SFC68 SFR68 02
r
REVISIONS
DATE: ECN NO. APPVD: DESCRIPTION
1/20/17 - MWW INITIAL RELEASE TO MIAMI-DADE
3/7/17 - MVV CORRECT FBC EDITDINI ULTRACON SPACING) AND JAMB LOAD
7/1 88/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC.
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT, OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM GLAZING (1) 20 GA BACKER PLATE AT EACH INTERMEDLATE FRONT FRAME AND SABIC INNOVATIVE PLASTICS LEXAN MR10, AN APPROVED CC1 PLASTIC
SIZE (DLO) IS 38-1/2' X 13'. SEE SECTION B-B ON HINGE LOCATION. BACKER PLATES ATTACHED WITH IN ACCORDANCE WITH IBC/FBC 2506.
THIS SHEET FOR DETAILS. SMALLER WINDOWS OR GLAZING DOUBLE -SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPUANCE WITH THIS SECTION MEETS THE
MAY BE USED WITH THE SAME FRAMING CONDITIONS AND WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
FASTENING SYSTEM. I A (1) 12 GA. CALV. STEEL TOP ROLLER CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
BRACKET. SEE SHEET 2 FOR DETAILS. SFCTIO N,' R—R (IMPACT—RFSISTANT GI A71NG OPTION)
at_
ITT
DOOR -HEIGHT
# OF
SECTIONS
UP. TO 810,
4
803' TO 1000'
5
10'3' TO 12'0'
6
12'3' TO 14'0'
7
14'3' TO 16'0'
8
MAX SECTION HEIGHT- 24'
`�,� � MARk ��•.
"0
72
r-
01, � • 7
IN ENCTN�!�'ER,-„
WESTERFlELD, P.E.
In
PRODUCT REVISED
as comp) i g with the Florida
Building Code
NOA-No. 17-0809.35
ExpirationD03/30/2022
ByOMiami-ProductGontrol
16 GA. MIN. GALV. '.HIS PRODUCT CONFORMS
STEEL END STILES. TO THE REQUIREMENTS OF
THE 2010 FBC, THE 5TH
VIEW "B" EDITION FBC, AND THE
VIEW "C' SIXTH EDITION FBC.
INSULATED [)OCR SECT10`:.
ONE 4" T-STRUT PER SECTION.
\-TWO POINT LOCKING
\ INTO TRACK.
\ONE 3` U-BAR EVERY
OTHER SECTION.
STACKED E0 1LHRA
1-1/2
BRACKET.
SABIC SILG,AZE 11 SCSi800
ADHESIVE.
DECORATIVE
FACADE.
INTER OR
OF DOOR.
(16) #8-15 x 1
SELF-TAP°IN;
SCREWS.
- FXTRUDED PLASTIC RETAINER.
-ALUMINUM FRAME, MITERED MID
JOINED AT CORNERS WITH
DIE -CAS- Z)NC CORNER KEYS.
IN
SNAP LATCH ENGAGES END SELF-TAPEPLWIWNG
ONTO VERTICAL TRACK. STILE 1/<" THICK PGLYCATlB ONASTE
ONE SNAP LATCH_ ON LAZING. MANUFACTURING PRDDU[T C®
EACH SIDE R! • Ij
• • • • • •
SLIDE BDLT LOCK • • • • • . DSIE-1F471
ENGAGES INTO • • • • }} • • DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
END VERTICAL TRACK, •• • OUy'olDy PART NO.: N/A ^
��• ONE LOCK ON • • �IANOLEe • • LOCK BAR Unless stwd Otharwire im Clo a 8585 Duke Boulevard VINDLDAD PATTING ~
EACH SIDE OF OUTSIDE END • • • • • • ENGAGES IN TOLERANCES— 1 _ c pI y d No: 513-770-+eUW W 6 D P 3 �3 T
DOOR
KEYED STILE. TRACK ON .o - t.031 I a+Me9 Praduda Carrpa7 Fax No. 51�7)0-48SS
HANDLE. EACH SIDE
OF DOOR. .00 = t.016 DESCRIPTION: 2" GALLERY EPS DOORS 18'2"W (SEE TABLE)
INSIDE SLIDE BOLT INS) DLE .000 f.005
• 617r91DE KEYED LOCK'IIT, Dow - t 1 DRA�PN NWW DATE: 1/20/17 SCALE: NIS DWG.
LOCK OPj,�Qy�]�ON.
N • • --- • • Degrees = d:1/Y CHECKED BY: MWW DATE: 1/20/17 SHEEP 1 OF 3 SIZE
• • • e • • • • • oi1 �swNs�A Ilre- .ticta5. DWG. NO.: 104810 VER: MD
• e
... . . . . ... .
•e• 0• •• • . • •• w•
71
4 3
MODELS
SHORT
LONG
MODELS
FLUSH
MINOR RIBS
CLCPAY
3ALLERY
GD2SP, GR2SP
GD21_P, GR2LP
CLCPAY CLASSIC
4302, HDGC
4305, HDGR
. LM
pR2SP
AR2LP
HOLMES CLASSIC
6202
6205
.,,,�r�..,,,�
ED2SP
ED2LP
IDEAL CLASSIC
SFC68
SFR68
1
:ETA REVISIONS
2 OF 3 ggry. ND. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
MWW I SEE REVISION HISTORY ON SHEET ONE.
Y THICK
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR. D
r HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
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 2x6 VERTICAL SYP (GRADE #2 CR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
I 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +342 LB & —378 LB. PER UNEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FASTENER
TYPE -
FLUSH MOUNTING SURFACE
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOS USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY.
MAX. O.C.
n
2x6 VERTICAL JAMB
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN •
FASTENERS
STEEL
WASHERS
REQUIREDT
H W OC
-1. 4 -x-1-1 _A�-.MIN. EMBED TRACON R ANCHOR
4-4/4'
1 Q.D.
GROUT—FlLLED CMU OCK
1 4 x i-3 4 MIN. EMBED ULTRACON CONCRETE ANCHOR
2DD0 PSI MIN. CONC
i 4 x 1-3 4 MIN. EMBED ULTRACON CONCRETE MICK
11-1 2
1 O.D.
20,00 PSI MIN. CONCRETE
1 4 x 1-3 4 MIN. EMBED TAPCON CONCRETE ANC' Oft
15-1 2
1 C.D.
N
3 B 1— 4 MIN. EM —R ANKR TTE ANCH R
1INCLUDED
4000 PSI MIN. CONCRETEN,
INUDE.D
7 _
0W
1.95" THICK, I# DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS.
4"
r "
4 T STRUT.
4-j I4" OA6 " MI1t1t��„ CALV. STEEL,
L 80 K51 M
JJ 3" VIEW_.E•
�I ` 3 TALL U-BAR.
I20 GA MIN. GALV. STEEL,
T 80 KSI MIN.
27 GA (0.016" MIN.) EXTERIOR -\
STEEL SKIN (DRAWING QUALITY,
30.8 KS MIN.); -WITH G-40 MIN.
GALV. BAKED -ON POLYESTER
PANTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
• 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 CF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2'. EXCLUDING STUCCO THICKNESS-
#14x5/8' SHEET METAL SCREWS
0
0 O • • • Is • • • .••
�3 s' PRODUCT REVISED •i/4"x3//��4• S • • • • •
O TOPPING sCR 'NS! : • • • •
as complgod with fhs Florida •
A e. Building Code • . • • 28 GA. ?MIN IT�ERM�RI E HINGE
14 GA END HING��
NOA-No. 97-0809.35 W
' �� � F.•. � ExpiratiA
03/30/2022
BY • ••• • •••
DESIGN "FIN GINh a? Amami-DroductGontro • • • • • • •
MARK WFSTERFIEtD;�AIE:'� 5 • • • • • • •
• •
FLORIDA LICENSE No. 48495 • • • • • •
4 3 • .• • •
• • • • • • • • • •
• •• •• • • • •• •• ••• • • • 096 0
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKET. EACH BRACKET ATTACHED W/(4)
1/4"x3/4" SELF TAPPING SCREWS.
27 GA_ (0.016" MIN.) INTERIOR STEEL SKIN
(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON
POLYESTER PAINTED TOP COAT APPUED TO
BOTH SIDES OF STEEL SKIN.
- 14 GA_ GALV. ROLLER HINGE. EACH HINGE C
FASTENED TO END STILES WITH (4)
#14x5/8" SHEET MEAL AND (2)
1/4'x3/4" SELF TAPPING SCREWS. SEE
VIEW "B".
-�� ONE 3" STEEL U-BAR EVERY OTHER SECTION
(SEE VIEW "E"). ONE U-BAR AT THE TOP OF
EVERY OTHER SECTION. ATTACH WITH TWO
1/4'x3/4" SELF TAPPING SCREWS PER HINGE.
ONE 4" T-STRUT,PER SECTION. (SEE VIEW "D")
EACH T-STRUT ATTACHED AT EACH HINGE
LOCATION WITH (2) 1/4"K3/4" SELF TAPPING p
SCREWS. O
12 GA. GAIN. STEEL 3-1/2" X 5-1/2" BOTTOM
BRACKET ATTACHED WITH (2) J145/8' SHEET
�- METAL SCREWS.
_.i-ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
DSIE-1F471
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
PART NO.: N/A
uNeae Stated Otl _w
—
8585 Duke Baulewnl
Y?IDLOAD RATING
~
TOLERANCES ,.
�'O. _
� y 'A-- OI 45040 11S4
Td No513-770-4800
W D P 3 8 T
.0 . A:L31
� Fax 7b.. 513-T70-4853
O
DESCRIPTION: 2" GALLERY EPS DOORS 18'2'N (SEE TABLE)
.00 - t.015
.000 ±.QOl
0000 = t.co1
DRAWN BY: MWW
DATE: 1/20/17
SCALE: NTS
DWG.D
CHECKED EY: MWW
DATE: 1/20/17
SHEET 2 OF 3
SUE J,
Degrees = t1/2'
U I— Staled 06—isa
DIMENSIONS ARE IN INaEs.
I DWG. NO.: 104810
VER: MO
9
NJ
\-
A
4IRFSSIONS
MODELS SHORT
CLOPAY GD2SP, GR2SP
iALL[72Y
RTISTRY AR2SP
A` ED2SP
2" TRACK
CONFIGURATION
DOORS
UP TIC 800 LBS,
PRODUCT REVISED
as complying with the Florlda
Building Code
Non No. 17"0809.35 -_ s
Expiration 03/30/2022 0 _
By S
11fiIam4-0d Product Control
Ei
_ O
-Y v4r -r o
�.
DESIGN GIN,
MARK WE` • ''lE :Es�``���`
4
3 41 2
LONG MODELS FLUSH MINOR RIBS SHEET'
!!AR2LP
P, GR2LP CLOPAY CLASSIC 4302, HDGC 4305, HDGR 3 OF 3 RE: REV. N0. ZONDE
02
HOLMES CLASSIC 6202 6205
D2LP IDEAL CLASSIC SFC68 SFR68
8O17� TRICK CONFIGURATION ABOVE THE HORIZONTAL TRACK
DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
WIND LOAD RATING OF THIS DOOR. INSTALLER (-0 SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOORS llP TO 800 LBS,
HEIGHT "L'
_ 13 CA GALV. STEEL FLAG BRACKET ATTACHED TO 6•-
JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS 7-0 I - 1' DOOR OVERLAP (EACH SIDE)
AND TO TRACK WITH (2) 1/4' RIVETS. 7-6
8'-0" 8 7x5 SYP WOOD JAMB. SEE 3" MIN.
AS ROD: SPACING NTE 14" C.C. 8 -6 I a ' JAMB PREPARATION NOTE".
9,-0.
-6 1 6'
63" 2' GALV. STEEL TRACK, 10 -
TRACK D1ICKNE5S: O.OB3' 1 ,-6" 2-1/2' X 12 GA GALV. STEEL
7 TRACK BRACKETS FASTENED TO
REVISIONS
SEE REVISION HISTORY ON SHEET ONE.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 CA CALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) I8 X 1/2" WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1/5" X 3/8".
50- 1 V- WOW JAMBS WITH 5/6' X 7/76' I:-3. ROUND 18 CA CALV. STEEL CENTER HINGE
7 _ I-5/8' LAG SCREWS NOT TO PUSH NUT FASTENFD TO SECTION W/(4) EACH
EXCEED 14' ON --CENTER. FASTENER. /14x5/8' SHEET METAL SCREWS.
TYP. 2-1/2" X 12 CA GALV. -
SI7-EL TRACT( BRACKETS, - 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END SD�S W/(4) EACH 114x5/8'
ATTACHED TO JAMB WTH (1) - SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
r24'5/16" X 1-5/8' LAG SCREW PER 1 2' GALV. STEED_ TRACK FASTE!iED 1'L'TRACK BRACKET. 15 -O + 12 CA GALV STEEL TRACK BRACKETSWITH EITHER (2) 1/4' DIA. RIVETS OR 2" DIA 7-1/2' LONG STETA, 10 BPL. STEEL ROLLER WITH STEEL OR NYLON TIRE -O t (1) 1/4' X 5/8EOLT t NUT PER SECTION C-G
FBI
TRACK BRACKET. LHR BRACKET (2-1/2' x 5-3/4' x 12CA)
'"`* �REPARATIDN OF JAMBS BY OTHERS. 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.
NOTE- TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE JAM CONFIGURATION DOUBLE TRACK
WIND LOAD RATING OF THIS DOOR IOW H AFOOM OPTION
CENTERHANG REWIRED FOR DOORS 800 LBS AND OVER. (AVAIL FOR BOTH 2' AND 3' TRACT()
DOORS OVER 8' HIGH.OUBLE HORIZONTAL
_ 1" DOOR OVERLAP (ETCH SIDE) _
2x6 SYP WOOD JAMB. SEE rSTOP MWLDING BY DOOR INSTALLER n0 SUIT).
I GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 'JAMB PREPARATION NOTE',7SLOT.
)q>?,ryr+ y / 18 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2' WAFER LJ
THICKNESS: 0.101'. ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK 1j SCREW. END STILE DIM.: 5-3/4 X 2-1/8' X 3/8'.
MIN- ANGLE DIMENSIONS 3-'/4' x 2-7/8'. SUPPORT BY DOORVfOZT1CAL/HORROMAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT).�_ 3-1/4' X 2-7/8" MIN. x 0.080JUNCTION. TWO 1/4' BOLTS FROM LASTMOUNTING ANGLE SEE LAG BOLT MOUNTING I 18 CA GALV. STEEL CENTER HINGE
do NUTS FOR' EACH TRACK. SLOT TO TRACK JUNCTK7N CONFIGURATI. 1 7/1V I.O. ROUNDFAS1EfIED TO SECTION W/(4) EACH
PUSH NUT /14x5/5' SHEET METAL SCREWS.
ADDITIONAL MOUNRNC SLOTS FASTENER.
SPACED AT 12' CENTERS. 74 GA GALV. STEEL ROLLER HINGES FASTENED TO END
0.101' THICK 3' GALV. STEEL TRACKDTO TAPERED ANGLE TRACK ATO STILES W/(4) EACH #14x5/8- SHEET METAL SCREWS
12' ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/h AND (2) 1/4' SELF TAPPING SCREWS PER END HINGENUTAT EACH MOUNT.
46'
3' DIA. B-1 /2" LONG STET/ BILL BEARING STEEL ROLLER.
• • 060 S CTION - MANUFACTURING PRODUCT CODE
yF" E A' TRACK BOLT AND NUT AT EACH ') Iw )yTll•• • • ••• PREPARATION OF JAMBS BY OTHERS. DSIE-IF471
MOUNTING SLOT LOCATION. • • • • • • •
• • • DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART No.: N/A A
DOOR VERTICAL • • • • Uni— Stated ONerwi•• 1i585 Duke 5M USA VINDLGA➢ RATING
22' HEIGHT TRACK LENGTH • • • • • • TOLERANCES i 8585 CH 45ao �'
o aY TILL No. 513-T/0-4800 W e D P 3 8 T
- 84 .D = 1,031 �I>�"9 Prad Fos No, 513-T70-4853
TO' B ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME •00 t.015 DESCRIPTION: 2' GALLERY EPS DOORS 18'2'W (SEE TABLE)
t0-0 O1STANCc'S. AS THE TRACK BOLTS (:.1- 3-1/Y• 10'. 22% 34% ,000 = t.005
I • 4S•tfC.). AODRIONAL.LW�CREWS LO A I6', 28', h OOW = t.OGt DRAWN �: MWW DATE: 1/20/17 SCALE:: DOTS DWG.
3-1/2' 1 0 156 404'FROM BOTbM.•TWO LAj SCREWS Mr0 L ABOVE D.-g— = f1/2' CHECSED BY: MWW DATE: 1/20/17 SHEET 3 OF 3 SIZE L
!7'1. VEtf -./.ORI :NTT 7RA4K JUNCTION.
•
• • • • � • gMf71515Wi6 ARE IN INCHES DWG. NO.: 104810 VER: MD
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