|
MIA}�MI•MIAMI-DADE COUNTY, FLORIDA
<br />6-AA;6W METRO-DADE FLAGLER BUILDING
<br />BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
<br />PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
<br />(305) 375-2901 FAX (305) 375-2908
<br />NOTICE OF ACCEPTANCE (NOA) www.buildin�codeonline.com
<br />CECO Door Products
<br />9159 Telecom Drive
<br />Milan, TN 38358
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
<br />the Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
<br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
<br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
<br />to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
<br />material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the Florida Building Cade,
<br />including the High Velocity Hurricane Zone.
<br />DESCRIPTION: Imperial Series 118070 / 407011 Outswing Commercial Steel Door
<br />APPROVAL DOCUMENT: Drawing No "05-183", titled "Series 8070 Elevation Drawing Flush & Glazed
<br />Imperial Doors", dated 07-26-05 and last revised on 12/20/05, sheets 1 through 16 of 16 prepared by Tilteco Inc.,
<br />signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Control Revision stamp
<br />with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
<br />LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
<br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
<br />be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA revises & supersedes NOA # 04-0611.04 consists of this page 1 and evidences page E-1 &E-2, as well
<br />as approval document mentioned above.
<br />The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
<br />Li
<br />NOA No 05-0809.02
<br />Expiration Date: August 05, 2009
<br />Approval Date: January 12, 2006
<br />Page 1
<br />CECO Door Products.
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. Manufacturer's parts and sections drawings.
<br />2. Drawing No "05-183", titled "Series 8070 Elevation Drawing Flush & Glazed
<br />Imperial Doors", dated 07-26-05 and last revised on 12/20/05, sheets 1 through 16 of
<br />16 prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E .
<br />B. TESTS (transferred from fde#04-0611.04)
<br />1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver)
<br />2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />3) Water Resistant Test, per FBC, TAS 202-94 (Not Performed)
<br />4) Large Missile Impact Test per FBC, TAS 201-94
<br />5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
<br />6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
<br />Along with marked -up drawings and installation diagram of outswing steel door, prepared by
<br />Hurricane Test Laboratory, LLC, Test Report No. HTL-0345-0203-04 (HTL-04017),
<br />(specimen # 1, 2, 3, & 5), dated 02/11/04 thru 02/21/04, signed and sealed by Vinu J.
<br />Abraham, P.E
<br />C. CALCULATIONS:
<br />1. Anchor verification calculations, complying w/ FBC-2004, dated 08-15-2005,
<br />prepared, signed and sealed by Walter A. Tillit Jr., P. E.
<br />2. Anchor verification calculations, 05/24/04, prepared, signed and sealed by Walter A.
<br />Tillit Jr., P. E. (transferred from file#04-0611.04)
<br />D. QUALITY ASSURANCE
<br />1. Miami Dade Building Code Compliance Office (BCCO).
<br />E. MATERIAL CERTIFICATIONS (transferred from file#04-0611.04)
<br />1. Test reports No. R5692/O1NK36633, issued by Underwriters Laboratories Inc. for
<br />polyurethane foam cores "Surface burning characteristics" per ASTM E-84, dated
<br />September 21, 2001, issued to BASF. Corp.
<br />2. Test report No.01.10085.01.627, dated April 29, 2004, for "Self ignition test" per
<br />ASTM 1929 D for the BASF polyurethane foam cores, issued by Southwest Reseaxeh
<br />Institute, Texas.
<br />3. Tensile Test report No. Job# 4DM-426, dated March 13, 2004, issued by Q C
<br />Metallurgical, Inc, per ASTME-8, signed & sealed by Frank E. Grate, P.E
<br />100 Max.
<br />100 Max.
<br />1 47 25/32 47 25/32 11 47 25/32 47 25/32 --� 12 Welded Comers
<br />Caulk Frame Door Max Door Max
<br />T2 Welded Comers p/6 (Sea Sheet 6/16)
<br />Caulk Frame Door Max D/8 Door M x 8/3 (See Sheet 6/16) Perimeter
<br />Perimeter
<br />O+r�+ 1 '� 6 Locations (Typ.)
<br />6 Locations (Typ,) 2 -"-
<br />9
<br />C/ 30 Max �j F/4 / (D O F/4 33
<br />D.LO. @ 33
<br />1 32 Max © or ® or 3
<br />0 or or 3 D.LO.
<br />-- -- — _- 83 112 6
<br />83 or Max Door Max
<br />1Q Q Door � 7 Q 33 Max
<br />r7 71
<br />33 Max 40
<br />40
<br />8 V4 - $ 9
<br />9
<br />N3 D/a N3
<br />AV3 D/S --� 13/3 711 Caulk Under 3/8 Undercut
<br />11 Caulk Under 3/8 Undercut Qutswlna Dann Threshold
<br />autlII Doors Threshold (interior VIMO
<br />(Interior View) Rim Fyif Devices With Hardware Mullion
<br />Rim Exit Devices With Hardware Mullion General Notes for 8070 Series Flush & Glazed Imperial Doors:
<br />1. Double 8070 Series Imperial Outswing Commercial Steel Door w/series "SF" frame iamb and head, shown on this Product Approval Document (PA.D.)
<br />100 Max, has been verified for compliance in accordance with the 2004 edition of the Florida Building Code.
<br />Door may be Installed of High Velocity Hurricane Zones.
<br />Design wind loads shall be determined as per section 1820 of the above mentioned code. In order to verify that components on this P.A.D., as tested,
<br />tl 47 T2 /32 Welded Corners
<br />25/ 32 47 25 were not overstressed, a 33% Increase in allowable stress for wind loads was SM used in their analysis. A CD-1.60 duration factor was used for wood
<br />Caulk Frame Door Max poor M x fasteners verification.
<br />Perimeter B/3 D/0 8/3 (See Sheet 6/16) This Door's adequacy for impact and cyclic resistance has been verified in accordance with section 1809.1.4 of the above mentioned code as per
<br />TAS-201, TAS-202, TAS-203 protocols, as per HTL lab report #0345-0203-04 and as per submitted structural calculations, performed as per section
<br />1612 of the Florida Building Code.
<br />6 Locations (Typ.) --- 2. Des' n Pressure Rating: +70 pef, -70 psf ITKIR Door LJNOT Approved for water Infiltration
<br />3. Minimum Frame Depth: 5 3/4"
<br />C% 30 Max 30 Max F/4 4. See Sheet 7, 8, 9 de; 14 for Component NomenclatureD.L.O. © D.L.O. 33
<br />32 Max I 32 Max 5. See Sheet 5 for Anchor Details and Location
<br />or ® or 3 D.LO. D.L.O.
<br />S. All Dimensions are in inches
<br />83 1/Hurricane17.
<br />33 86 7. This Door DOES NOT require a Hurricane Protection Device
<br />Door Max 8. (a) This P.A.D. prepared by this engineer is generic and does not provide Information for a site specific project; i.e. where the site conditions deviate
<br />7 Max from the P.A.D.
<br />L(D
<br />(b) Contractor to be responsible for the selection, purchase and Installation Including life safety of this product, based on this PA.D., provided he/she
<br />40 _ does not deviate from the conditions detailed on this document. Construction safety at site is the controctor's responsibility.
<br />B t' (c) This P.A.D. will be considered invalid if altered by any means. PR9l1t1CT REVIEW
<br />9 (d) Original P.A.D. shoo bear the date and original seal and signature of the professional engineer of record that prepared it. "OBWPb'hK11111111111411111'11111111"
<br />Bomft cede
<br />8/3 D/ e B/3 9. Door's manufacturer label shall be placed on the exposed surface of (B) or A,*pWm He OS-Og�-oZ
<br />11 Couik Under 3/8 Undercut O�abelshall_ be placed for every opening. Label shall read as follows: g o
<br />Outswing Doors Threshold 9159 Telecom Drive 7S C.
<br />(Igterfor View) Milan, Tennessee Miami D Pivdre/Cos
<br />Rim Exit With Hardware Mullion Mloml-Dade County Product Control Approved.
<br />Bivisiae
<br />MATERIAL SPECIFICATIONS: REVISIONS: 07-26-0
<br />GENERAL
<br />(;;1— 8070 Series Elevation Drawing DRAWN BY: DATE: 12-19-0
<br />�'� IL E c o INe. Finish: Rust Inhibitive
<br />Flush & Glazed imperial Doors 07-26-05
<br />DRAWING NUMBER:
<br />TILUT TESTING a ENGINEERING COMPANY Primer, One Coat 05--183
<br />e N.11nth 1-1530.F.3XVIRI:(301 n�Al1,Ee _... CECE DD�R PRODUCTS
<br />WALTER A. TILLIT Jr., P. E. ®-000e719
<br />MiAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER a TLW jr., P• E.Sheet 1 Of 16
<br />fTORIOA Lie. 441e7 Milan Tennessee 38358
<br />isbaq I. chanda, P.E.
<br />Product Control Examiner
<br />NOA No 05-0809.IZ
<br />Expiration Date: August 05, 2009
<br />Approval Date: January 12, 2006
<br />E-1
<br />Caulk Frame
<br />Perimeter
<br />33
<br />83 1 /2 --
<br />86 Door
<br />MaxMax
<br />33
<br />9
<br />52 Max.-
<br />- 47 25/32
<br />Door Max
<br />8/3-0-1
<br />4 30 Max
<br />D.L.O.
<br />L 32 Max _
<br />I D.L.O.
<br />2)+19 0
<br />3 Locations (Typ.)
<br />B/3
<br />3/8 Undercut
<br />Outswing Door
<br />(interior Vied
<br />Rim Exit Device
<br />CECO Door Products.
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />F. STATEMENTS (transferred from file# 04-0611.04)
<br />1. Statement letter of anchor verification compliance to FBC-2004, dated July 29, 2005,
<br />signed by Walter A. Tillit Jr., P. E.
<br />2. Statement letter of conformance and "No fmancial interest", both dated June 09, 2004,
<br />signed by Walter A. Tillit Jr., P. E.
<br />3. Statement letter of compliance issued by Hurricane Testing Laboratory LLC., as part
<br />of above referenced test report.
<br />4. Statement letter dated 12/19/05, issued by Ceco Door products, requesting deleting of
<br />wood installation options, signed by Larry Tyler.
<br />G. OTHER
<br />1. This NOA revises & supersedes NOA #04-0611.04, expiring August 05, 2009.
<br />2. Letter from consultant stating that the product is in compliance with the Florida
<br />Building Code (FBC) (transferred from fle#04-0611.04).
<br />11
<br />T2 Welded Caulk Frame
<br />Corners (See Perimeter
<br />_ Sheet 6/16)
<br />F/4
<br />-
<br />-�or®ors
<br />of
<br />J
<br />1 Caulk Under
<br />Threshold
<br />33 C/4
<br />83 1/2--------
<br />86 Door 11
<br />Max Max
<br />33 ^
<br />9
<br />shaq I. chanda, P.E
<br />Product Control Examiner
<br />NOA No 05-0809.02
<br />Expiration Date: August 05, 2001
<br />Approval Date: January 12, 2006
<br />E-2
<br />52 Max.-
<br />47 25/32
<br />Door Max
<br />A/3 4-1
<br />0
<br />2)+19 O
<br />3 Locations (Typ.)
<br />15 I
<br />A/3
<br />3/8 Undercut `"`11
<br />Outswing Door
<br />(Interior View)
<br />Rim Exit Device
<br />MATERIAL SPECIFICATIONS:
<br />-� I L E c o INc. Finish: Rust Inhibitive
<br />Ta.uT TESTING & ENGINEERING COMPANY Primer, One Coat
<br />eels N.W. Jeth sae vre0wu nanGA J31M
<br />WALTER A. TILLIT Jr., P. E. *°� »-ts>o . Fa" : ]0l)R71-1e1I
<br />E6-0006719
<br />MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. TIWr Jr., P. E.
<br />FLORVA Lk. J 44167
<br />General Notes for 4070 Series Flush & Glazed
<br />Imperial Doors:
<br />1, Single 4070 Series Imperial Outswing Commercial Steel Door
<br />w/series "SF" frame jamb and head, shown on this Product
<br />Approval Document (P.A,D.) has been verified for compliance in
<br />accordance with the 2004 edition of the Florida Building Code.
<br />Door may be installed at High Velocity Hurricane Zones.
<br />Design wind loads shall be determined as per section 1620 of the
<br />above mentioned code. In order to verify that anchors on this
<br />T2 Welded
<br />P.A.D., as tested, were not overstressed, a 33% increase in
<br />Corners (See
<br />allowable stress for wind loads was iZ used in their analysis. A
<br />Sheet 6/16)
<br />CD=1.60 duration factor was used for wood fasteners verification.
<br />This Door's adequacy for impoct and cyclic resistance has been
<br />9
<br />verified in accordance with section 1609.1.4 of the above
<br />mentioned code as per TAS-201, TAS-202, TAS-203 protocols, as
<br />per HTL lab report #0345-0203-04 and as per submitted
<br />structural calculations, performed as per section 1612 of the
<br />Florida Building Code,
<br />F/4
<br />2.
<br />Design Pressure Rating: +70 psf, -70 psf
<br />3 or ® or :J
<br />This Door IS NOT Approved for Woter Inflitration
<br />3. Minimum Frame Depth: 5 3/4"
<br />4. See Sheet 7, 8, 9 & 14 for Component Nomenclature
<br />5. See Sheet 5A for Anchor Details and Location
<br />6. All Dimensions are in inches
<br />40
<br />7. This Door DOES NOT require a Hurricane Protection Device
<br />8. (a) This P.A.D. prepared by this engineer is generic and does
<br />not provide information for a site specific project; i.e, where the
<br />site conditions deviate from the P.A.D.
<br />n
<br />(b) Contractor to be responsible for the selection, purchose and
<br />ZJ
<br />installation including life safety of this product, based on this
<br />Caulk Under
<br />11
<br />P.A.D., provided he/she does not deviate from the conditions
<br />this document. Construction safety at site is the
<br />Threshold
<br />detailed on
<br />contractor's responsibility.
<br />(c) This P.A.D. will be considered invalid if altered by any means.
<br />(d) Original P.A.D. shall bear the date and original seal and
<br />PRODUCT REVISED
<br />signature of the professional engineer of record that prepared it.
<br />by ee�ptytK wN6 the Rorms
<br />Cede 02
<br />9. Door's manufacturer label shall be placed on the exposed
<br />�
<br />surface of ®or
<br />One label shall be placed for every opening. Label shall read as
<br />follows:
<br />CEC13 DWR PRODUCTS
<br />9159 Telecom Drive
<br />Milan, Tennessee
<br />Miami -Dade County Product Control Approved.
<br />REVISIONS: 00 RD0849 07-26-05
<br />4070 Series Elevation Drawing
<br />GENVIAL
<br />DRAWN BY: DATE: 12-19-05
<br />Flush & Glazed Imperial Doors
<br />S.M./M.C.V.
<br />107-26-05
<br />DRAWING NUMBER:
<br />CECO DOOR PRODUCTS
<br />05--183
<br />Milan Tennessee 38358
<br />Sheet 2 Of 16
<br />2
<br />L0 Io
<br />O
<br />LO
<br />Lo I\ 0
<br />I
<br />c
<br />a-
<br />00
<br />(�
<br />U
<br />c o
<br />o `~
<br />O
<br />s
<br />CL
<br />c
<br />0
<br />U
<br />Q-
<br />O
<br />'
<br />a) 00
<br />CN
<br />c t`7
<br />O
<br />0 -�
<br />U
<br />�
<br />Q)
<br />a� o
<br />D
<br />}
<br />c
<br />°
<br />}
<br />o
<br />�
<br />s
<br />C
<br />c
<br />L0 0
<br />L.
<br />L
<br />-4Ch
<br />v
<br />u7 Ch o
<br />(E) copyright
<br />0
<br />CL
<br />E
<br />M
<br />CO O
<br />N
<br />-0 O,
<br />— •L O
<br />0 O O
<br />N LO
<br />O
<br />�s 6
<br />O s1 0
<br />�O N c0
<br />revisions:
<br />I '
<br />A
<br />i
<br />I
<br />drawn: sc/dm/at
<br />checked: rd
<br />date: 3-21-08
<br />prof. no: P07-15B
<br />A0903
<br />
|