00-0153I �
O.J.JORGENSEN, P.E. NO.10793' S9 k1 S-W- 6 Z a 6 NO ( 000�
STRLICTUZ,AL ENGIfERS S a 1928 S1fET NO. CF I
6900 K WATERWAY DRVE. WM,FL.33155 CALCI.IATED BY DATE
TEL: 305-666-3958 FAX 305-666-6159 QIECKED BY: DATE
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t h1ETr�-Ca°DE r �JV
Jfy�s U � METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.1563
(305) 375.2901
Pren-idor Entry Systems FAX (305) 375-2908
911 E. Jefferson PRODUCT CONTROL DIVISION
Pittsburg KA 66762 (305) 375.2902
FAX (305) 372.6339
Your application for Product Approval of,
Entergy Series- SteeYJVood Edges - Outlln-swing, Residential Insulated Sleel Door-
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials'and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along wilh Drawing No. 31-1015-EW, Sheets I thru 3 of 3. (For listing, see
000ft eclion S of this Notice of Approval).
.ias beerLj:eorrinI —ce for acceptance by the Building Code Compliance office to be used in Dade
County -F4orida ;nk-c:the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
"I pag`�.�..
ti I •::*Tills ayjptgy,l sh rlj gQrbe valid after the expiration date stated below. The Off-ice of Code Compliance
.:••fiasery-,#4gc�right to seeure this product or material at anytime from a jobsite or manufacturer's plant for
quality tt)"rol teiP n
ilg.:If this product or material fails to perform in the approved manner, the Code
.,.. omplia:l�c.•Offil' e mitj revoke, modify, or suspend the use of such-product or material immediately. The
afplIcaaz lhall re-evah+ate this product or material should any ammendments to the South Florida Building
••••Code blt",wcted affecting this product or material. The Building Code Compliance Office reserves the
;•ttc right•to revok�.(%Is;-npproval, if 1t is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida BLtildin- Code The expense of
such testing v,111 be incurred by the manufacturer.
Acceptance No.:97-0204.08
Rod iguez RaE\pires:08/25/00
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
1111 s anger,
Director J
Building Code Compliancc Dept.
Approved:08/25/97 --- - ---- _ -t- --- ---- Metropolitan Dade County - --
Internet mail address: postmaster@buildingcodeonline corn Homepage• h,,tp //www build ngcodeoniine.com
Premdor Entry Systems ACCEPTANCE No.: 97-0204.08
i
I •
APPROVED AUG 2 5 1997
EXPIRES AUG 2 5 2999
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
1. DESCRIPTION OF UNIT
1.1 This approves a residential insulated steel swing door designed to comply with the South Florida
Building-Code, 1994,Edition for Dade County, for-the-locations where the-pressure requirements, as
determined by ASCE 7-88 "Minimum Design Loads for Building and Other Structures", do not
exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3.
1.2 lYlodel Designation: Entergy Series - Steel Top & Bottom Edges & Wood Side Edges
• Out-swing/In-swing, Residential Insulated Steel Door - Impact.
1.3••Overa jl-M2�: 3' 1-1/2" (37-1/2") wide x 6' 8-11/16" -(80-11/16") high x 1-3/4" deep:
" 1.4'"Configkration: X.
1...Nf.y. & Size pf Panels: Single panel door, 35-23/32" .wide x 79-6/16" high x 1-3/4" deep, 26 gauge
.
(0.0 1 7':}thkk skin.
...... .. . .
......
2.' •*MATE CHARACTERISTICS
2.1...Vame.4, Door Material:
i
•.2.1.1 raLqe: 4-9/16".wide x 1-1/4" thick wood sections (head and jambs).
••••� �•�V!.1.2, 'Door*. 26 gauge steel skin; top and bottom 20. gauge steel edges, side wood edges; and
••• •• 'ipt�rjor cavity filled with rigid polyurethane foam.
•. 2.2..�iazin :None.
2.3 Door LT&?PC'onstruction: Full flush and embossed panel types.
2.3.1 Door thickness: The door leaf is I-3/4" thick.
2.3.2 Face sheets: Cold rolled steel, electro-galvanized and phosphated steel skin, 26 gauge
(0.017", +.003", -.000" min. thickness) with a minimum yield stress of Fy=25,000 psi.
2.3.3 Core Design: 1-21/32" thick BASF E/astopor polyurethane foam core with a density
between 2.0 and 2.5 pounds per cubic feet.
2.3.4 Construction: Full flush construction with wood and steel edge slabs. Door panel consists
of steel door skins folded over steel channels at top and bottom and over wood blocking at
the sides.
2.3.E Vertical edges: Consist of door skin extensions bent 90" and folded the vertical wood
blocks, with an overall dimensions of 1-11/16- x 1-1/8" x 79-5/16 •.
2.3.6 Top and bottom edges: : Florizontal edges have a 90" toe bend folded over and locking the
top and bottom.20 gauge electro-galvanized closing channels (0.500" x 1.678" x 0.032'
minimum thickness. Closing channels are flush at the top and inverted at the bottom of
cacti door.
2.3.7 Reinforcements:
Quantity Description Location
2.3.7.1 One Door Lock Reinforcement Wood block At door panel lock bore location.
measuring 1-1 1/16" x 3-1/4" x 9-t/�"
-Mani •1 Perez, P.E., Produ ontrol Examiner
Prod Li` 'ontrol Division
Premdor Entry Systems ACCEPTANCE No.: 97-0204.08
I
APPROVED W 2 5 1997
EXPIRES AUG 2 5 2000
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
2.3.7 Reinforcements: continued
Quantity Description Location
2.3.7.2 One -Lock filler plastic plate, 0.050" thick. At door edge lock location.
2.3.8 Glazing moldings and stops: None.
2.3.9 Astragal: None.
2.3.10 Finish: Doors shall be pre-painted with a water-based epoxy primer with a dry film
thickness of 0.8 to 1.2 mil.
••••• 2.4 Frame Construction:
."'2.4.1 •Typo: Rabbet frame, 4-9/16" by 1-1/4" wood jambs and header.
..... .... . .
• �•��.4.2 :Ng1trial: Wood sections.
` :....: '...2:4.3 . Construction: The head and jamb corners are coped, butted and fastened using three (3) 1-
• ;3/4` staples per corner. The sill and jamb corners were butted, sealed and fastened using two
:W.#$ x 1-3/4" screws per comer, through the jamb and into the integral wood block in the
... .
•
sill.
...... .... •
•••3.4.4 1�e inforcements: None.
2.4.6 ah%dhold: Extruded aluminum bumper threshold 1-1/4",hiah'x 4-9/16" wide'with-integral
." •wooJsubstrate and slide-in compressed foam weatherstrip insert, and anchored with-two (2)
1Q x 2-1/2" F.H.W.S.
.". •••i204.6 ft?ni+: Frame shall be painted with a water-based epoxy primer with a dry film thickness of
• ' 'G.STPo 1.2 mil.
• • 2.5 Weatherstrips:
Quantity Description Location
2.5.1 One Row Lovseal Along the inside edge of door at each
Mode!9650 (Bronze) Thermoplastic frame member.
compression weatherstrip.
2.6 Hardware:
Quantity Description Location
2.6.1 One Kwikset Lockset At panel lock side, 43-11/16" from
Model 200 DL Series top of door.
Inside/outside knob operated. Included strike at frame lock jamb.
2.6.2 One K►Uikset Deadbolt At panel lock side, 38-3/16" from
Model 660 Series top of door.
Key operated. Included strike at frame lock jamb.
2.6.3 Three Butt Hinges 4" x 4"x 0.097" thick steel hinges, non- At panel hinge side, 8-
template pattern, prime painted with non-removable 7/16" from top of door
pin. Eachjattached to frame with four 910 wood and the rest at 31-3/16"
screws (2 @ '/4 " long and 2 @ 2" long), and each o/c.
attached to door with four n 10-24 x '/," FI WS.
- - - - Manue Perez; P..E:; Product C rol-Examiner
Product—Control Division
- 2a -
Premdor Entry Systems ACCEPTANCE No.: 97-0204.08
APPROVED : MG 2 5 1997
EXPIRES : AUG 2 5 2000
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
2.7 Sealant: A small joint sealant is applied to the jamb and sill corners.
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in Section 10.
3.2 Units with dimensions equal to those shown in Section,13 shall qualify under this approval.
3.3 Installation is limited by the Design Pressure Rating shown in Section 7, for out- and in-swinging
applications. See Section 7.1 for out-swinging and Section 7.2 for in-swinging applications.
3.4 The installatLoh of this door may require an overhang or canopy above it that must stand out a
-- ••ihi tanc�-cqual to the height of the door- rovided-that this cover starts immediately above the door.
•"" "For cano�•y requirement limitations of in-swinging and out-swinging doors, see Sections 7.1 and 7.2.
..r . ...
4. .INSTALLATION
•;•••• 4.t•.1N1ethod ofA:ttachment:
4"1.1 AM: Two #10 x 2-1/2"-PFH wood screws located at 4" from each end.
•....• Alterpate: Two 3/16" PFH Tapcons, located as above.
• X4.1.2 aarnls: Five #10 x 2-1/2" flat head wood-screws installed-starting at 4" from the top and the
•••••. ':•' fest of 17-1/2 o/c maximum.
A;ltg�nate: Five 3/16" PFH Tapcons, located as above.
. gdit;onally, install two #8 x 1-3/4" flat head wood screws at each side, connecting the
• j-a"b4to the threshold.
4.1.3 Sill: Same as head.
Typical minimum embedment is 1-1/2", for wood screws and Tapcons.
4.2 Limit shim space to a maximum of 1/4".
4.3 Attachments of sub-bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida Building Code.
4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected.
5. IDENTIFICATION
5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved". It shall be located in a visible
place inside the frame jamb.
5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the
manufacturer's name or logo, city and state.
6. USE
6.1 Application for building permit shall be accompanied v two copies of th ing:
--- --- Manu l-Perez,—P-E,Product-C n ol-Examiner----
Product ontrol Division
- 2b -
Premdor Entry Systems ACCEPTANCE No.: 97-0204.08
APPROVED AUG G 2 5 1997
EXPIRES AUG 2 5 2000
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height above grade
of opening to receive door, mean roof height, length and width of building.
6.1.3 Duplicate prints of approved drawings No.31-101 -EW, Sheets 1 through 3 of 3, bearing
the approval stamp, Notice of Acceptance numberand date by-Dade County Product
Control Section, clearly marked to show the option and components selected for the
proposed installation
••••� 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the
000openin-•irre;hich it is to be installed.
6 3--'-Note: The installation of this unit will not require a hurricane protective system.
. . 0000 0000..
0000.. 0000 •
7. . TESTS PERFORiMED
7A- TEST4.: RESULTS:
• • •
'�•
-
OUT-SWINGING SINGLE�STEEL ENTRANCE DOOR
0000..
'••••' •• • TEST TEST LOADS DESIGN LOADS -
AIR IN,FILTRAT40�# a 1.57 PSF 0.04 CFM/FT -----------
•00000 SFBC 194'202-94'(0.501CFM/FT) NCTL-210-1561-4S
UNIPC)jZM STATIC PRESSURE @ DESIGN LOAD '+76 0 PSF +76.0 PSF
0000 SFBG'l3A0w2-94:0 fOJITIVE NCTL-210-IS61-4S NCTL-210-1861-4S
0000 UNIF R•M STAI' ,'QQ t-SSURE@ DESIGN LOAD -760 PSF -76 PSF
SFBC PA 202-94 NEGATIVE NCTL-210-IS61-4S NCTL-210-1861-4S
• WATER RESISTANCE(PSF) +S 25 PSF +55,0 PSF
SFBC PA 202-94 NCTL-2 10-IS61-4S NCTL-210-1861-4S
UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD +1 14.0 PSF +76.0 PSF
SFBC PA 202-94 POSITIVE NCTL-210-1861-4S NCTL-210-1861-4S
UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD -114 0 PSF -76.0 PSF
SFBC PA 202-94 NEGATIVE NCTL-210-1861-4S NCTL-210-1861-4S
FORCED ENTRY RESISTANCE(FER) SATISFACTORY -------------
SFBC Section 3603.02 and SFBC PA 202-94 NCTL-210-1861-4F
LARGE MISSILE IMPACT TEST SATISFACTORY ------------
SFBC PA 201-94 NCTL-210-1 561-4,5,6(1)
CYCLIC 1VIND PRESSURE TEST +98 8 PSF +76.0 PSF
SFBC PA 203-94 POSITIVE NCTL-210-1561-4,5,6(C) NCTL-210-1861-4,5,6 (C)
CYCLIC WIND PRESSURE TEST -98 S PSF -76.0 PSF
SFBC PA 203-94 NEGATIVE NCTL-210-IS61-4.5,6(C) NCTL-210-1861-4,5,6(C)
Design Pressure Rating (Positive) Without canopy +55.0 PSF
Design Pressure Rating (Negative) Without canopy -76.0 PSF
Design Pressure Rating (Positive) With Canopy +76.0 PSF
Design Pressure Rating (Negative) With canopy -76.0 PSF
Manuel erez, P.E., Product C n rol Examiner
- -- Product Control Division
- 2c -
Premdor Entry Systems ACCEPTANCE No.: 97-0204.08
APPROVED V 2 5 1997
EXPIRES : AH 2 5 2000
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
7.2 TESTS: RESULTS:
IN-SWINGING SINGLE STEEL ENTRANCE DOOR
TEST TEST LOADS DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF 0 19 CFM/FT -----------
SFBC PA 202-94 (0.50 CFM/FT ) NCTL-210-IS64-5S
UNIFORM STATIC PRESSURE @ DESIGN LOAD +76.0 PSF +76.0 PSF
SFBC PA 202-94 POSITIVE NCTL-210-1864-5S NCTL-210-1864-5S
UNIFORM STATIC PRESSURE @ DESIGN LOAD -76.0 PSF -76 PSF
SFBC.,PA202-94 ..NlEGATIVE NCTL-210-1864-5S NCTL-210-1864-5S
V/ATERRESIS ANC (PSF) +2.86 PSF +19.1 PSF
SFBC.BA.202-94:....: NCTL-210-1864-5S NCTL-210-1864-5S
:...:: UNI 041.4 STATIC AIR PRESSURE @ FULL TEST LOAD +114 0 PSF +76.0 PSF
: SFBC PA 202-94.•POSIT1VE NCTL-210-186.1-5S NCTL-210-1864-5S
•;•••• UNIfORI�t STATIC AIR PRESSURE @ FULL TEST LOAD -114.0 PSF -76 0 PSF
SFBC PR702-94 '1V'l'GATIVE NCTL-210-1864-5S NCTL-210-1864-5S
FOR -ENTRY RESISTANCE(FER) SATISFACTORY -------------
SFBC'S'ec[ion 36m3.02 acid SFBC PA 202-94 NCTL-210-1864-5F
•��•'• LARGFNLSSILPIMPgCTTEST SATISFACTORY
------------
SFBQ.PA 201-94 NCTL-210-1864-5,6(1)
•.;;;'' CYCLJC.bVIND PRESSURE TEST +9S 8 PSF +76.0 PSF
SFBCPA2b3-94 :P(SSI'f1VE NCTL-210-1564-5.6(C) NCTL-210-1864-5,6(C)
CYCLIC WIND P RSSFIRE TEST -98 8 PSF -76.0 PSF
•.• •• SFBC PA 203-94 NEGATIVE NCTL-210-1864-5,6(C) NCTL-210-1864-5,6(C)
Design Pressure Rating (Positive) Without canopy +19.1 PSF
Design Pressure Rating (Negative) Without canopy -76.0 PSF
Design Pressure Rating (Positive) With Can +76.0 PSF
Design Pressure Rating (Negative) With canopy -76.0 PSF
8. EVIDENCE SUBMITTED
8.1 Test Reports:
8.1.1 Test reports of an out-swinging, single steel entrance door with wood frame and aluminum
threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by
Barry D. Portnoy, P.E., on the following tests
1) - Large Nlissile Impact Test per SFBC, PA 201-94, Report No. NCTL-210-1861-4, 5, 6
(I), dated September 4, 1996.
2) Uniform Static Air Pressure Test, Loading per PA 202-94 (structural, air and water),
Report No. NCTL-210-1861-4S, dated September 4, 1996.
3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94, Report No. NCTL-210-1861-
4F, dated September 4, 1996.
Manuel erez, P.E., Product C tr I Examiner
----- - --- - ---- ---
- -- --Product ontrol Division
- 2d -
Premdor Entry Systems ACCEPTANCE No.: 97-0204,08
APPROVED AN 2 5 1997
EXPIRES : AUG 2 5 2000
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
4) Cyclic Wind Pressure Loading per SFBC, PA 203-94, Report No. NCTL-210-1861-4,
5, 6 (C), dated September 4, 1996, and revised October 3, 1996.
8.1.2 Test reports of an,in-swinging, single steel entrance door with wood frame and aluminum
threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by
Barry D. Portnoy, P.E., on the following tests:
1) Large Missile Impact Test per SFBC, PA 201-94, Report No. NCTL-210-186;-5, 6 (I),
• -dated September 17, 1996.
2) Uniform Static Air Pressure Test, Loading per PA 202-94 (structural, air and water),
-•••' •••'Zeport-No. NCTL-210-1864=5S, dated September 17, 1996, and revised July 15, 1997.
•
1J ):orced Entry Test, per SFBC 3603.2 b and PA 202-94 Report No. NCTL-210-1864-
... • 5F, dated September 17, 1996.
... ....
J} •Qyclic Wind Pressure Loading per SFBC, PA 203-94, Report No. NCTL-210-1864-5,
•••••• '• 6 (C), dated September 17, 1996, and revised October 3, 1996.
�;0•�� ;1•.3 Installation diagram marked and verified by National Certified Testing Laboratories, Inc.
8.2'..Drawin�:
• •8.2.1 klar%&icturer's parts and section drawings.
•�'S.T2 Orawih No. 31-101 -EW, Entergy Wood Edge Steel Door, Sheets 1 through 3 of 3,
o
• •• prcpxed by Premdor Entry Systems, dated February 18, 1997, signed and sealed by Ronald
.. Ruisel-Rainey, P.E.
8.3 Nlatcriai'Nc*ttlfication:
8.3.1 Tensile Test prepared by ATEC Associates, Inc., Report No. H65926, dated October 9,
1996, for steel samples, tested per ASTM E8-95, signed and sealed by Peter G. Read, P.E.
8.3.2 Small Scale Fire and Hose Stream Tests on 20 ivlin. BASF (Elastophor) Foam-Core Door
prepared by Underwriters Laboratories, Inc., File No. R18466, dated July 3, 1997, signed by
Dick Walther and reviewed by Howard Gruszynski.
8.4 Calculations:
8.4.1 Anchor calculations prepared by Product & Application En,,ineering, Inc., Project No. 96-
0908, Report No. 02, dated August 8, 1996, signed and sealed by David A. Ter-willeger, P. E.
9. COMPARATIVE ANALYSIS: None.
10. TYPICAL DOOR ELEVATION AND CROSS SECTIONS: See Premdor Entry Systems'
Drawing No. 31-1013-EW, Sheets 1 through 3 of 3, bearing the Dade County Product Control
approval stamp.
---- -- - - - ---- -- - Manuel- ere-r_-P-E-;-Product-C tr 1-E.\aminer-
Product ontrol Division
Premdor Entry S}stems ACCEPTANCE No.: 97-0204.08
APPROVED AUG 2 5 1997
EXPIRES 5 2000
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data,engineering documents,are no older than eight(8)years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following
statement: "Dade County Product Control Approved", or as specifically stated in the specific conditions of this
Acceptance.
3 Renewals of Acceptance will not be considered if.
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is
riot in compliance with the code changes;
• b) The product is no longer the same product(identical)as the one originally approved,
9.0:0• c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
. . 9000. 9009
• installation of the product;
•••••� ;d);;The er�iig�;who originally prepared, signed and sealed the required documentation initially submitted, is no longer
�••••� •••••Pract icing theen gineeringprofession
•••• 4 Any revision or change in the materials, use,and/or manufacture of the product or process shall automatically be cause for
•• ttrrpjnatiort•of•Utis Acceptance, unless prior written approval has been requested (through the filing of a revision
•�••�� •VpJication with appropriate fee)and granted by this office
• 5. Any of the fo%wfng shall also be grounds for removal of this Acceptance:
•••• a�••VnsatiJfactdJ performance of this product or process;
•JD1 : Misuse of this Acceptance as an endorsement of any product, for sales,advertising or any other purpose.
9999 9999 . ..
• •• 6. •�h gNoticegof;AcCeplance number preceded by the words Dade County, Florida, and followed by the expiration date may
be'displayejl•ijr•;4vertising literature if any portion of the Notice of Acceptance is displayed, then it shall be done in its
0,00 entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the
user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer
needs not to re-seal copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1,2,2(a)through 2(e)and this last page 3.
Items 10, 11 & 12 listed below only apply to glazed products and doors
10 Unless specifically indicated in the Acceptance(approval), this unit is approved as a single unit installation For multiple
installation of this unit, a separate Acceptance for mullions is required From the Product Control Section
11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance The spacing of
Fasteners in all other parts of the frame,shall be as indicated in Section d of this Notice of Acceptance, but in no case shall
exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile.
Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit No wood or plastic
shields or pins shall be used for anchoring
12 Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
lame Perez, P. E , Product Cont aminer '
Produc ontrol Division
END OF THIS ACCEPTANCE
3
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APPROVED AS COMPLYING WITH THE
SOLFTH FLORIDA BUILDING CODE
i
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ONTROL DIVISION
BUILDINC CODE COMPLIANCE OFFICE '
ACCEPTANCE NOTL62 'l-0
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