WS-20-266Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-02-20-266
- ---`�" Permit Type: Windows/Shutters
' . I V�J�J� U Work Classification: Garage Door
Permit Status: Approved
Issue Date: 03/02/2020 Expiration: 08/03/20320
Location Address Parcel Number
54 NE 94TH ST, Miami Shores, FL 33138 1132060130320
rnntnrtc
NOREEN MORDLI Owner PRESTIGE WINDOWS & DOORS Contractor
5494 CRISTINA SCAVUZZO
Home: 3055287944 5500 NW 161 St, Miami Gardens, FL 33014
Business: 3058205999 permits2@prestigewindoor.com
Description: REPLACING OVERHEAD GARAGE DOOR SIZE FOR Valuation: $ 2,954.Requests:
00 Inspection 305-4949
SIZE TO IMPACT
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$128.15
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$128.15
Check # 8049
03/02/2020 $78.15
Check # 7950
02/05/2020 $50.00
Amount Due:
$0.00
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 VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
recwIati const n a zo ng. Futhermore, I authorize the above named contractor to do the work stated.
re: OvAer v / Applicant / Contractor / Agent
Date
March 02, 2020 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
5aM
1 1020
Aj. T
FBC 20*104
BUILDING Master Permit No.lKIS— QZ-2-0—Ao
PE IT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 "L
-AJ 09 —0
the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE:,{ �`� QFFE:
OWNER: Name (Fee Simple Titleholder):— ��iLG ray l 1 � I G r4 Phone#:�(/� 7 zU ' 4 y i
Address:L' �G
city: _Yb\AW1" SVlae5 State: �' Ifill A Zip
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: crt,
City: 1 ' `LdM Ln & �
Qualifier Name: ( IBC- (A A S( G V
e#: 3Q�-�a�o -S-C/Qj
Phone#: �JGS ' �a0 •'� cm
State Certification or Registration M ()I— I L �) lb 61' Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit: $ ft2,t/ Sq Square/Linear Footage of Work: &5 - . -�+ .
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Specify color of color thru tile:
Submittal Fee $ ✓�T"` Permit Fee $ CCF $ COJCC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Educatlon Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ a • / �`
(Revlsedoz/24/2014)
Jt
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 forgoing 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 $25UQ the applicant must
promise In good faith that a copy of the notice of commencement and construction lien low brochure will be dellvered 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 ksoed. In the absence n ch posted notice, the
Inspection will not be approved and a feinspection fee willbe charged
RSlgnature t/1"
OWNER or AGENT
The foregoing Instrument was acknowledged before me this
_ day of _ fib• 20� by
ocr�ll M c) ct-- A I'. . who Is personally known to
me or who has produced r�L�r fYYa�-'� as
identification and who did take an oR1.5 C)
NOTARY PUBLIC:
The foregoing instrument fas acknowledged Woripi6thls
day of Yf-b .20--,>0 by
who Is sot Wally known to
me or who has produced
Identification and who did take an oath.
NOTARY PUBLIQ
FT]
Sign: EN A BONE L Sign: L
ISSION # GG 189554 = MY COMMISSION # GG 189554
Print: Print, � l k=
Seal' TOFF'°' Bonded ;r,u Notary Public Underwriters Seal: ','e o? •1
• PF .• Bonded Thru Notary Public Undenwilers
APPROVED BY
(Re ~4/2OL4)
Plans Examiner
Structural Review
sr�rrrrsrrrrrrrsrrrrrrrrrrr
Zoning
Nor
Mor
lli
pro'
Sii r r
.. iMiami Shores,
Garage
N OA# 19-O611.03
Size:8'8" 76"
NOA Pressure: +42.0/48.0
(Entry
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RECEIVED
F 26�pp 20
BY: l �-�—
MIAMI•DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 S47jt•Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Fled c��3'175-2414 . • • •
BOARD AND CODE ADMINISTRATION DIVISION T (7�) 3 L5� 1590 F (786, 315-2599 •
NOTICE OF ACCEPTANCE (NOA) „=aiam d_Ve wy?econo%%..:.
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 oI coAstluctionematerials. Thee • • •
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pwduct6ControtSea64n to be •
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdit�ion (I-HJ). • • • • : •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control• Section (In
Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/
Optional Impact Resistant Lites (DP +42.0, -48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant
Lites", sheet 1 of 1, dated 06/13/2008, with revision 08 dated 01/2019, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P.E. on 06/02/2019, bearing the Miami -Dade County
Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade
County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA # 18-0516.01 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 19-0611.03
Expiration Date: August 21, 2024
O� JZgIZo 1 y Approval Date: July 11, 2019
( Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
. . .... ......
1. Evidence submitted under previous NOA's ' • • • • •
...... . .. ......
A. DRAWINGS "Submitted under NOA # 15-0225.16" • • • • •
1. Drawing No. 101702, titled "Single Car W7 Pan Door with 1'rapact Resista rLites"',
sheet 1 of 1, dated 06/13/2008, with revision 06 dated 02/2015;1*tpared by'Clopay
Building Products Company, signed and sealed by Scott Hamillor}Ot.E. •,
.. . ......
B. TESTS "Submitted under NOA # 08-0618.03" 0 •
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 2411 3.2.1, TAS 202-94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B117 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 # 08-0618.03"
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated
06/13/2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-0618.03"
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 Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
��PV/9
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 19-0611.03
Expiration Date: August 21, 2024
Approval Date: July 11, 2019
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED) • • •
3. Test report on Tensile Test per ASTM D638-96 of L("*aoa.�LX2;�32,X*•Cleax...:.
Polycarbonate, prepared by Hurricane Engineering & Testing,.I. L, Test Report Nod
HETI-06-T634, dated 12/04/2006, signed by Rafael E. Droz-Sedan P.E. ; • � • , •
4. Test report on Self -Ignition Temperature per ASTM D 1929, R&•df Burif pel'ASTNf..... •
..... ... .....
D635, and Smoke Density per ASTM D2843 of the Lexan Plan"bi*iprepajjj.by ETC,,
Laboratories, Test Report No. ETC-06-1024-17496.0, dated .W2j6(2006, signed by
Joseph L. Doldan, P.E.
. . .. . ......
F. STATEMENTS "Submitted under NOA # 15-0225.16" •
1. Statement letter of code conformance with the 2010 and the 5a' edition (2014) FBC
issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed
by Scott Hamilton, P.E.
"Submitted under NOA # 13-0625.06"
2. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and
sealed by Scott Hamilton, P.E.
3. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton, P.E.
2. Evidence submitted under NOA # 17-1016.18
A. DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2017, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
1. None.
C.
Ell
E.
CALCULATIONS
1. None.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
MATERIAL CERTIFICATIONS
1. None.
E-2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 19-0611.03
Expiration Date: August 21, 2024
Approval Date: July 11, 2019
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • •
. . .... ......
...... . .. ......
F. STATEMENTS
1. Statement letter of code conformance to 61h Edition (2017) FB.C? issued -by Clopay •
Building Products Company, dated 10/04/2017, signed and sealt#by Scott 1-Mnilton, *.
P.E. ...... .... .....
.. .. .........
2. Statement letter of no financial interest, issued by Clop,�,y•Duilding Droducts
Company, dated 10/04/2017, signed and sealed by Scott Hamil1:on,'P.*F-. •. • • •• •
..
•.••
3. Evidence submitted under NOA # 18-0516.01
A. DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2017, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E. on
05/09/2018.
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 e Edition (2017) FBC, issued by Clopay
Building Products Company, dated 05/09/2018, signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest, issued by Clopay Building Products
Company, dated 05/09/2018, signed and sealed by Scott Hamilton, P.E.
3. Test contract letter dated 05/07/2018 and signed by Keith Owen.
/zo t9
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 19-0611.03
Expiration Date: August 21, 2024
Approval Date: July 11, 2019
E - 3
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. New evidence submitted •
...... . .. ......
A. DRAWINGS • • . • • • •
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Liter"sheet 1 of45
•+• •
1, dated 06/13/2008, with revision 08 dated 01/2019, prepared by C BuildingoFroductS 1 • • •
Company, signed and sealed by Scott Hamilton, P.E. on 06/02/2019.++ +•
••••••
•
B. TESTS • •
•.••+•
. •
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC.'.AS202-94.... ••..
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 9'x 8', 24ga steel garage door
Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC
0129.01-19, dated 02/14/2019, signed and sealed by David W. Johnson, P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized, painted panels,
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 06/06/2019,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Test report on Xenon Arc Light Apparatus per ASTM G155-05a, Tensile Properties per
ASTM D638-03, Ignition Temperature per ASTM D1929-12, Smoke Density per ASTM
D2843-10 and Rate of Burning per ASTM D635-10 of Lexan SLX2432T Clear
Polycarbonate, prepared by Intertek, Test Report No. G7844.01-106-18 R0, dated 09/28/2017,
signed by Gary T. Hartman, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 6' Edition (2017) FBC issued by Clopay Building
Products Company, dated 06/06/2019, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company, dated
06/06/2019, signed and sealed by Scott Hamilton, P.E.
*06IM12417
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 19-0611.03
Expiration Date: August 21, 2024
Approval Date: July 11, 2019
E-4
7I
111
4
CLOPAY MODELS 84A, 94. 98, 4F
IDEAL MODELS: 4RST
HOLMES MODELS: 48
ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED roc-L-LOC SYSTEM. END STILES
HAVE 12) TOG-L-LDC CLINCHES AT lOP AND (2) AT BOTTOM. AL.ONC THE FRONT PACE. SECTION B-B
• 21' SECTIG S HAVE (6) TOG-L-LOC CLINCHES;
1E' SEMIGNS HAVE (4) TOC-L-LOC CLINCHES.
(1) INTERMEDIATE SME BETWEEN EACH EMBOSS, DETAIL •D, uULTNNMI
A -L-
1TACHEO WIN TOGLOC [(2) AT TOP a BOTTOM]
'IMP URETHANE ADHESIVE (ALONG CENTER). OPIgH.v_ DECORATNE �` '\ CILIA
SNAP -IN W9ERT.� FRO
ROW OF WPACT-PE.STANT LULL W EEM I
TOP SECIITIN (SHOWN) M NE=T-TO-ORE-TOP L.
%CTKW (NOT SHOW).
W W 41AZtC 5I W9ZCigN E IS 1uO Dm OAN GE LSLK1a32T. O.IBBT )
PAOVEO .2 PLASTIC IN ACCOP- WITH
IBC/FTC 2BIS j
SEE SECUDN B-B FOR ASSEMBLY DETARS.
WPALr NESSTANT -
O.E-PIECE eUCCTON
ODEO E LOON
SLA24>kT FRONT
FRUNE GLAEWG
INTERNED. HINGE
IL POLYSttRENE RETAINER
FASTENED TO FRAME WITH
SEE END HINGE DETAK. (1) 1. . 3/. PAn 1GD
LAG NINE SCREWS_
O] 0]/201] UPDATED CODE
OB 01 /SOt9 REVLSEp STEEL
TRACK CONFIGURATION HorozorrtAL TRACK SUPPORT
BY DOOR IN CALLER (TO SUIT).-
{{ss /// CENTER HARD EOUEEO FOR
1' / ..R5 -K BHRH.
RT1C L
�TRACK ATTACH. TO - BRACKET M
IH (I) 3/W.3/4' BIAGE ROLT.
13 GA GALv. STEEL FI.AL -ET. EACH FASTENED TO
IN00 JAMB WITH (3) 5/16".1-1/2' WOOD LAG SCREWS.
'-TICII TRACK ATTACHED TO HORIZONµ mA
TRACK WTI p) 1/a'.3/n' TRACK BOLTS.
2' GALV. STEEL TRACK,
TRACK THICKNESS: DEW'.
STEEL TRACK BRACKET. ...
f�%
w HEADROOM OPTRRI
PREPARATI N F JAM-U BY OTHERS
tldff THE pESIOH OF THE SPPURtING STRUCTURAL ELEMENTS SHALL
OR _ 1 1 BE THE RESPOrSBL11Y OF THE PROFESSION& OF RECORD FOR THE
lE4 1O U__U_LL_L i BUILDING OR STRUCTURE AND IN ACCdNOANCE WITH CURRENT BUILDING
MA%. ODOR WIDTH . s'-0• SECTION A -A nFrax ..0 - IF PA It Nw :K�:" ' CODES FOR THE LOADS USTED ON THIS DRAWING.
INSIDE ELEVATION 24 GA (D.D22- Mw. THICK) DOS STEEL V THICK HORIZONTAL (TOP) JA9B
(Mc_ OEWLvuNIIliIO EMRIOR
OSNKIPBUE�R 'j r JAMB TO SUPPORTING STRUCTURE ATTACHMENT n r(NO LOAD ROM DOOR) F-1
SNW LATCH ENGAGES AND A BAKED -OM PCLYESTFA PAINTED mmh
ONTO VERTICAL TRACK TOP COAL APPLIED TO BOTH SIDES OF . ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK ro THE 2x6
ONE SNAP LATCH ON EACH END STEEL SKIN. (AST. NO. A653). - VERTIVL SYP (GRACE /2 OR BETTER) JAMES. NO LOAD FROM THE DOOR S TRANSFERRED TO THE
SIDE (n' DOOR INER. STILENOR
(TOP) 1WB.
INTER. STILE SIRE LOCK 2. ALLJAMB FASTENERS MAY BE (BUT ARE NOT REOUIRED TO BE) COUNTERSUNK TO PROVIDE A RUSH
BAR SLIDE BOLT LOCK Z"',
MOUNTING SURFACE.
GUIDE END ENGAGES INTO GA. CALY. .S. I/3 STRESS INCREASE FOR WIND LOAD WAS BOj USED IN THE CALCULATION OF ALLOWABLE LOADS FOR
SrRE ROLLER BRACKET T TOP ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRI'
IXITSIOf END VERTICAL ON
ONE LOCK ON
KEYED mlF LOCK BAR EACH SIDE W (2-1/2' s-}/'. WOOD FRAME BUILDINGS
HANDLE ENGAGES IN W/(4 BRACKET ATTAM SAID WALLS aF DOOR OPENING SHN.L BE SPARED SOLID BY NOT LESS THAN M 2.6 NOMINAL
TREATED SYP ALA% E
ws10E HANDLE w/({) p{xs/B' SHEET
TRACK ON INSIDE SAES ROT META! SCREWS. :GRADE IN E BETTER) W000 STUDS OF A STRESS DaADE NOT LESS THAN THE EA NOMINAL ElORE4E FIBER
L_ITcpF KFYFD Il]CK OUTSIDE KEYED LOCH EACH SIDE SNAP uiGN LOON OPTION LOCK BAR LOCIONG OF DOOR. LOCK OPTION STRESS IN
BENpnG (E,). STUD WALLS TO BE CLrtRalDVS FROM FOOTING ro THE REALMS. L
BLOCK WALL OR CONCRETE
14 GA GALV. STEEL 2A6 SP (GRADE 12 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO CREDIT NEWCRCED BLOCK WALL OR
ENO HINGE. EACH-RCRETE COLUMN. BLOCK WALL CELLS S.LL BE KILLED WnM CONCRETE AND REINFORCED WITH REINFORCING
2-3/4' 2-1/4' EASIENED i0 END OARS E-1DINC INTO THE FOOTwa AND INTO TIE BEAMS. All BRAS SALT BE CONTINUOUS FROM THE TIE
STKCS w/(I) /14.5/B• REAMS TO FOOTING PER BLOCK WALL OI -RETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
T- (4) /1N..5/.- SHEET METAL SHP LIP JOINTS. '� SHEEF METAL SCREWS DESCNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD.
I6 I I PRODUCT REVISED '/4 SELF
NAPPING SCREWS.
]-I/2• 7-)/2' as ptyln9 with the Florida 2-I/4- TAM . 20 GA Gov. 2.6 JAMB TO SUPPORT'NG STRUCTURE ATTACHMENT
BulldlnB Coda STEEL (MIN. YIELD BD KSI
L a (4) I/A43/ SELF a � NDA-No. 19-061i.O3 U-BAR. TWO U-BAR$ PEP NON TO BE USED FOR ATTACHMENT OF TRACK BRACKETS)
TAPPING SCREWS SE TON. EXCEPT THwp
HAIL R EKplratlon Date 08121/2024 SECTION WHICH HAS ONLW
�yny gam• - "S^rw"jiONE U-BAt. EACH V-BIN'
BY ATTACHED WITH 1/4' SELF
Mlaml-0a Pro utt CoFdro TAPING SCIEwS. (2)
JAMB CONFIGURATION SCREWS AT EACH END Aq
INTFRufo. rnLE LDUTaN NOHOR
12 CA GALV. STEEL TRACK /.
BRACKET FASTENED TO .000 .Y
/N _a WITH ONE 5/16•.1-1/V
y W000 uG SCREW PER BRACKET.
2' GAV. STEEL TRACK FASTENED
TO TRACK BRACKETS. EACH
BRACKET ATTACHED WITH ONE
1/4-.5/0• BOLT W NUT OR TWO
1/4 RNETS.
THIS PRODUCT CONFORMS TO THE
REQUIREMENTS OF THE 2010 FBC.
THE FIFTH EDITION MC. AND THE
SOTH EDITION FBL.
4
TABLE ]
-LOCK POSTION (BOTH SgESJ. SEE NUMBER
uvour OF EACH LOCK FOR DETALS. DOOR HEIGHT OF
SEC :OnS•
NSTALIFA RETAIL TO >
IgDEi ] 6 TO B 9 5
94�N94,NT a4A M rIDDDCPAw TEKTIEUF. RASED PANE]_ (PTV. INTER 61y.E5 1 9 TTOI li 7
• 9B 4F WOONCRAIN i ,RUSH PANEL GALV. W1ER STI6 TO 14 E
1{} To 159 9
FAS ENER
TYPE
2x6 VERTO/L JAMB
CENTER
DN CENTER
Y�CE
STEEL
BINDING TYPE
F SiENER TYPE
BETWEEN
FASTENERS
WASHERS
REOD-1-O.D ?
C-90 BLOCK HOLLOW OR
GRNRITFD
1/{' a } (1-t/2' EMBED) ULTRACON CONCRETE ARCHON (}• MIN. EDGE DISTANCE)
]-1/i
1. O.D.
SU PSI YN.
1 4 x 3 1-1 2 E4. TAP'R CR E A I -I 2 MIN E ANCE
24
1 D.D.
Wa00 E
1 2 x 2-I MULTI IN T W-X ANCIgR 2 41N. EDGE .Si E
1 2 . 1-5 B EM�Ep lAG ASTM AJC]. A -1 2 MIN. EDGE pISTANCE
2{
t 0. .
In
IC
C
STOP MOULONG BY DOOR
STALIER (TO SUIT)
-20 CA MIN, GALV. STEEL END STILE, 2-5/8'.2'.
13 GA fJLV. STEEL BOTTOM
2D NIA MIN. CALV. STEEL INTERN. STEE. 2'.2•
BRACKET (}-1/2' . 5-1/i•)
ATTACHED WITH (2) /1{.5/E' - FIRST ANCHOR
SHEET METAL SCREWS. HIGHEST
••
SCREW STARING FROM BOTTOM AT NO (IAf•TMA•HW •OF •yA%1 •N •
ANCNOR/SCREW INSTALLED AT LEAST AS HIG .AS THE DOOP *o1 • • • • •
I
AILWNUM EXTRUSION k VATL WEATHERSTRIP. EXTRUSION
• .• I A • • • •
ATTACHED WIH #&1/2 SElF TAPPING SCREWS AT 1E'
• • •
A
ON CENTER SPACING ((6) SCREWS ON 9'W ODOR)_
5■�OTr
• •FLOg1 e •. vuFe.�LaN �O.�S• •42_D PSF & -48.0 PSF
Gl.
1.. STEEL LATER. NNwcE FASTENED TO CENTER
EACH /14.5/B' SNEET METAL SCREWS.
TOLERANCES Co - 2 o3 : .. � PAGE. XAX. SFZE
••
]/16' ROUND END HI B ANSWER. ON EACH POLLEE (4NT.
uLv. StEn END H1rNGE FASTENED ro END STALES W/(+) EACH
j14.s/B'
C��p�� U URN
Stalel OINe�+isR .000 t.015 :� ""'EDL _ T OF I
.0000 - 3.DO,Y DATE• 9'0"W z 16'0•H
SIb O i>rA UO"_`-'N, S[R.T.t:
SHEET META- SCREWS a (4) 1/4- SELF TAPHNC SCREWS.
®
Degrees - 21/2' SIN`LE CAR W7 PAN DOOR
CLOPA7 BUILDING PRODUCTS AWN III. _ • V6H &PACT RESISTANT LITES
• _
2' 10 BALL STEEL ROLLER (1-3/16•.]/16•x{')
'
Building P rod u ct s
8585 DUKE BLVD. • c �A. Q" « aavw• a. WEB•
WITH STEEL OR -TON TIRE
MASON, OHIO 45040 • • •. c D
IfF :',`;
Com an
513 n0-4800 • • • �y.• ��• 1 2 MD
3
• • `sue. ....-s_�" l • 1 •
or e • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •