HomeMy WebLinkAboutNOA'sBUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL
OF ACCEPT
Atrium Florida, Inc.
9001 Ambassador Row
Dallas, TX 75247
M1,011-DADE COUNTY, FLORIDA
SCANNED MMO-DADE FLAGLER BUILDING
BY 141 WEST FLAGLER STREET. SUITE 1603
MLAMI, FLORIDA 33130-1563
St. Lucie County (305) 375-2901 FAX (305) 372-6339
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 A143
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division 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: Series 11MPSH11 Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W01-81, titled "Series MPSH Alum. Single Hung Wdw.
(L.M.I.)'% sheets I through 9 of 9, dated 12/26/01 with revision "I " dated 10/12/10, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Contral
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Fach unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 ally 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 thejob site at the request of the Building Official.
This NOA revises NOA No. 09-0707.05 and consists of this page 1-and evidence pages E-I and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
scan NOA No. 10-0729.02
MIAMI-DADE COUNTY Expiration Date: March 14,2012
ApprovalDate: December24,2010
Page I
Atrium Florida, Inc.
NOTICE OF ACCEPTANCE: E VIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W01-81, Sheets I through 9 of 9, dated 12/26/01 with revision"E" dated
10/12/10, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.
E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test� per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with marked —up drawings and installation diagram of aluminum single hung
windows OX configuration, prepared by Certified Testing Laboratories, Inc.. Test
Report No. CTLA-2005W, dated 02/24/10, signed and sealed by Ramesh 0. Patel, P.
E.
2. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per AAMA 1302.5-1976 and PA 202-94
along with marked —up drawings and installation diagram of aluminum single hung
windows OX configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-3068, dated 05/14/01, sigried and sealed by Luis Antonio Figueredo,
P. E.
(Subinifted underprevious NOA No. 02-0128.06)
3. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with mark-ed—up drawings and installation diagram of aluminum single hung
windows OX configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-3253, dated 11/08/01, signed and sealed by Luis Antonio Figueredo,
P. E.
(Submitted under previous A10A No. 02-0128.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 06/02/10, prepared by Al—Farooq Corporation, signed, sealed and dated
H /24/10 by Javad Ahmad, P. E.
Complies with ASTM E1300-04
Jaime A Gascon,-P. E.
Chief, Product Control Division
NOA No. 10-0729.02
Expiration Date: March 14, 2012
ApprovalDate: December24,2010
Atrium Florida, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami —Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance, No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite(& PVB, Interlayer"dated 12/24/10, expiring on 12/11/11.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013).
3. Notice of Acceptance No. 07-0831.06 issued to Cardinal LG for their "Laminated
Glass Cardinal Sea -Storm Type B", dated 10/11/07, expiring on 12/30/12.
F. STATEME NTS
1. Statement letter of conformance and no financial interest, dated June 02, 2010, signed
and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Report No. CTLA-2005W, issued by Certified
Testing Laboratories, Inc., dated February 24, 20 10, signed and sealed by Ramesh 0.
Patel. P. E. d FTL-3253,
3. Laboratory compliance letter for Test Reports No.'s FTL-3068 an
issued by Fenestration Testing Laboratory, Inc., dated 05/14 and 11/08/2001, both
signed and sealed by Luis Antonio Figueredo, P. E.
(Submitted under previous NOA No. 02-0128.06) signed by Manuel
4. Proposal No. 09-1541 issued by BCCO, dated November 04, 2009
Perez, P. E.
G. OTHERS
1. Notice of Acceptance No. 094707.05, issued to Atrium Florida, Inc. for their Series
"WSH" Aluminum Single Hung Window — L.M.I., approved on 08/26/09 and
expiring on 03/14/12.
Chief, Product Control Division
NOA No. 10-0729.02
Expiration Date: March 14,2012
Approval Date: December 24,2010
E-2
SERIES MPSH/M41-51 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOMfS TO BE AS PER
CHARTS SHOWN! ON SHEETS 3 AND 4.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONIS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WNDOWS USING
MI=WJ-DADE COUNTY/HVHZ APPRMO MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REWIREWENTS OF THE FLORIDA WILDING CODE 2007 EDITION INCLUDING
HIGH �OWY HURRICANE ZONE (HN11Z).
WOOD SUCKS BY OTHERS. WST BE ANCHORED PROPERLY TO TRANSFER
LEADS TO THE STRUCTURE.
ANCHORS SHAU HE AS LISTED. SPACED AS SHOWN ON DETAILS. MCHORS
EMSEDMEN7 TO ME MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONOTRONS NOT SHOWN IN THESE DETAILS
ME NOT PART OF THIS APPROM.
A LOAD DURATION INCREASE 6 USED IN DESIGN Of ANCHORS INTO WOOD ONLY.
MATEMS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMETIRS
OF 2W7 FLORIDA BLDG. CODE SECTION 2003BA.
47 318-
Al-
D.L.O. UIX. UNO
4 3/4' MA)(.
WRNERS
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THEM WMOWS ARE RATED FOR LARGE & SMNJ. MISSILE IMPACT.
SHUTTERS ME NOT REQUIRED.
cm i?AO:BmrrEmvD;j&
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CAN, W ft"mp=.l*ftrYEh
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NOTE:
1. CLASS TYPES A, 8 & E QUALIFY FOR BOTH LARGE AND SMALL MISSILE IMPACT
2. CLASS TYPE C QUALIFIES FOR LARGE MISSILE IMPACT ONLY.
I/8"ANN. CLASS
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OR
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,1/5" ANN. CUSS
GLASS TYPE 'A' GIASS TYPE '13' GLASS TYPE 'E'
GLAZING OPTIONS
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A
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1-1/4- MIN. EMBED INTO CONC. OR MASONRY
114 SIAS OR SELF DRILLING SC (GRACE 2 On)
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy � 36 KSI MIN.)
ALUMINUM : 1/8" TMK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
014 SMS DR SELF DRILLING SCRE
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ATRIUM FLORIDA, INC.
9001 AMMSADOR ROW
DALLAS. TX. 75247
�. (214) W7-2696 W. (214) 424-67�
AL-FAROOQ CORPORATION
MGM�RS G P"W� D�O"�
=35&W.BTAVE
MIAW. MORWA W174
\ oc;
AL - FAF100Q CORPOPIATION
ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
SCANNED
BY
St Lucie County
FL 111SL4
Date: 7/10f2008
Detailed Product Description:
Manufacturer. ATRIUM FLORIDA. INC.
Model Name: RECTANGULAR ALUMINUM TUBE MULLIONS
Maximum Tributary Width: 75" This product complies
Maximum Mullion Span: 144" with the High Velocity
Maximurn Load: *100 PSF (Large Missile Imoact) Hurricane Zone (HVHZ)
Reference Drawings BM02-03C testing requirements.
The above maximum parameters do not occur simultaneously.
See charts on drawings for combinations of span vs. loads
datory Tests (Tested accordance with AAMA 101/LS.2/NAFS-02rfAS-202)
POW IN-ffil
illffln �Wx
TAS 202
Air Infiltration
Certified Testing
06/16/2004
CTLA-1270W
Leakage
Laboratories
TAS 202
Uniform Static Air
Certified Testing
06/16/20D4
CTLA-1270W
Press.
Laboratories
Rational analysis used —X Yes —Nw. Asper guidelinis for HVHZ for Dade County.-
S
lementLI Tests (Tested in accordance with TAS-201 and TAS-2
&
FBC 1626.2
Large Missile
Certified Testing 06/16/2004
CTLA-1270W
(TAS201&203)
Impact & Cyclic
Laboratories I
Under the limitations of the attached drawings, to the best of my knowledge and ability, the
above window/door product conforms to the requirements of the 2004 / 2007 Florida Building
Code.
Evaluation Report Engineer:
Dr.HumayounFarooq PE#16557
I
At-Farooq Corporation EB # 3538
JUL
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TRIBUTARY WIDTH I W,
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TYPICA1 MULLION ARRANGEME
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WIDTH - TUCKS T wrol" ma
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LIM'
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IN
----
--------
26 35 45 56 66 75 25 35 -4S ISE 65
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES
Em
MULLIONS RATED IN THESE CHIA ' RTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCAIJONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 3 Sc 4.
IL
--------------
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2S 36 49 us 66 75
TRIBUTARY WIDTH - INCHES
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I
NOTE: ANCHORS INTO CONCREIE MAY BE RW TAPCONS ELCO U��N
1-1/2- EMBED M CNM� ANCHORS INTO BLOCK TO BE ELCO ULTRACON WITH 1�1/4d EMBED.
UK -Ile BUBEP V Moqx (WiaAccN M.,
2 PER MP (I ON M MG)
AkHORS IYPF
C42 Zuzr TO m SHLIG
#12 SMS
MK WOOD Emem
4 PER CW (2 " EACH INANG)
361' 41�" UI�.
ANCHORS TYPF 'El'
C,p � JIM 28Y G= OR WDOC STRUCTWE
!�';�CKS �0� BY AMUM
ILGADS IMPOSED BY GLAZING SYSUM.
�14,M� BUS
CtP—,
UK
ANCHORS IYPE 'D
METAL TO M17AL MW=M
Ile
Ixz)E wac
z A
0
01 A
0
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m
all IC
FIE
I - UK
/ . 4 ......
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A
ANCHORS TYPE V
CUP � THOU wwo � INTO M�
—i:l�e WN.
2 PER � (I ON O�
ANrHogs Typr 'c'
�� D�Y INTO MAS�
�Wov �i NOT iW A'�Rpjm, MUST Smmm
IMPOSED BY GLAZING SYSTEM
; I ""Zis N6 —�" fFiiw-
wo Timm umum.
T�OUS W BE HEX OR na NEW.
1-1/2' UK DOW WO
1-1/e UK mm wo B=
2 PEN MP (I ON � WNG)
• INTO CONCRETE MAY BE IM TAPCOVS I
• INM BLOCK M BE ELCO LJL7RA.CON WT-- ED.
0
r.
L<L
Ln
z
3
MIANIUM)MADE
Em
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE
Atrium Florida, Inc.
9001 Ambassador Row
Dallas, TX 75247
MIAMI-DADE COUNTY, FLORIDA
MEMO-DADE FLAGLER BUILDING
SCANNED140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
BY 1311) 375-2901 FAX (305) 375-2908
St. Lucie County www.bttildinv,_codeonline.com
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AIU).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AID (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION; Series 1'MPSGD1' Aluminum Sliding Glass Door w/ reinforcements
APPROVAL DOCUMENT: Drawing No, W04-10, titled "Series MPSGD Alum Sliding Glass Door", sheets I
through 6 of 6, prepared by Al-Farooq Corporation, dated 02111/04 and last revised on May 21, 2009, signed and
sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
Acceptance number and Expiration date by the Miami -Dade County Product Control Division.
IMSSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufactur&s name or logo, Jacksonville, Florida
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 j ob site at the request of the Building Official.
This NOA revises & renews & replaces NOA # 04-0302.02 (lUneo, LTD) consists of this page I and evidence
sheets E-I & E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 08-1216.04
11MMMADE COLWTY Expiration Date: May 20,2014
ApprovalDste: June10,2009
Page I
Atrium Florida, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufactures die drawings and sections.
(Original documents transferred from Kinco file # 04-0304.02)
2. Drawing No. W04-101 titled "Series MPSGDi Alum Sliding Glass Door", sheets I through 6
of 6, prepared by AI-Farooq Corporation, dated 02/11/04 and last revised on May 21, 2009,
signed and sealed by Arsbad Viqar, P.E.
B. TESTS (Original documents transferred from Kinco file # 04-0304.02)
1 Test reports on 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
Along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Certified Testing Laboratories, Test Report No. CTLA 1206W dated 12/23/03,
CTLA 1206W-1 dated 01/28/04 and CTLA 1229W dated 07/13/04, all signed and scaled by
Ramesh Patel, P.E.
C. CALCULATIONS
1. Comparative analysis and structural analysis, complying w/ FBC 2007, prepared byAl-
Farooq Corporation, dated 03-29-09, signed and scaled by Dr. Humayoun Farooq, P.E.
2. Statement letter of compliance dated May 21, 2009to FBC 2007, prepared by A]-Farooq
Corporation, signed and sealed by Asrhad Viqat, P.E.
3. Glazing complies WASTME-1300-02 and-04.
D. QUALITY ASSURANCE BY:
I . Miami -Dade Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1 Notice of Acceptance No. 07-1116.04 issued to R.I. DuPont De Nemours & CO.,
Inc. for "DuPont SentryGlas 0 Plus", expiring on 01/14/2012.
2. Notice of Acceptance No. 08-0520.08 issued to Solutia, Inc. for "Vanceva
Compositce', expiring on 12/11/13,
3. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass Int'l. db.a Glasslam
for "Safety Plus -II laminated Glass", expiring on 08/17/2013.
F. STATEMENTS
I . Asset purchase agreement dated July 27, 2005 between Simonton Building Products Florida
Inc. (seller) and Atrium Companies Inc. (Delaware corp) (Buyer) signed by Greg, Schorr,
CFO (Simonton) and Mark Blanchat, EN.P. (Atrium).
2. Statement letter dated Feb. 16, 2006 issued by Simonton Windows for transfer of NOA(s)
by Simonton Building Products to Atrium Windows and requesting BCCO to rescind the
referenced NOA(s), signed by Rick Keup, President Simonton Windows, the letter notarized
on June 04, 2007. Ce 4!1 ) - �-� A -t-L . .
'Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 08-1216.04
Expiration Date: May 20,2014
Approval Date: June 10, 2009
Atrium Florida, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (Continue-)
3 Statement letter dated April 17, 2008 issued by Atrium Companies Inc authorizing Atrium
Florida, Inc. (dba Atrium Windows & Doors) to use test report purchased by Atrium Inc
from Simonton Building Products of Florida to acquire Notice of Acceptances NOA.
4. Statement letter of conformance and "No financial intensf', dated 05/21/09, prepared by
AI-Farooq Corporation, signed and scaled by Asrhad Viqar, P.E.
5. Statement of compliance, issued as part of above referenced test report by Certified Testing
laboratories.
G. OTHER
I . This NOA # 08-1216.04 revises renews & replaces NOA # 04-0302.02 (Kinco, LTD).
2. Sales & Purchase agreement between Simonton Building Products and Atrium
Companies Inc.
3. Letter of Authorization of purchased test reports by Atrium Companies Inc to Atrium
Florida Inc. to obtain NOA(s) from Miami -Dade County.
4. Various correspondences and e-mails between BCCO and Atrium Companies Inc.
(�61 I- 4krl"
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 08-1216.04
Expiration Date: May 20, 2014
Approval Date: June 10, 2009
E-2
R2' MAC
MR WARN
,-(4) ARCHORS
6. M". la' MAX. PER CUP
HM/SILL H53/SlL 0
CORNERS H
0
.. .. . ..... L
OE
0
IWO
It, al 1. 1
zz
-2
1 17% 1 o
2 Q-0
49 I/V a
4 __(2) MCHORS
PANEL "1 4: IL/ECI.. PER CUP
PANLL WIDTH - - - - - -
WPICAL rLEVATIQ
TCSTED UNIT
A flRIdMRCX&,
KYPPM" EX, 'It
SERIES-NIPSIG11 ALUM SLIDING GLASS DOOR (L.M.T. &S,M.1.)
DESIGN LOAD RATING FOR DOOR$ TO BE AS PER CHART SHOWN
ON SHEET 2. LOWE,
THIS PRODUCT HAS BEEN DESIGNED AMID TESTED TO COMPLY WITH ME
P-T
REOUIREMENTS OF THE FLORIDA BUILDING CODE 2M4/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER RE RATED FOR LAND, & INALL MhSSIUE IMP,-.1
IOT REOUIREDI
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DOMES, ANCHORS
EMBEDMENT TO BASE MATERIAL SHAUL BE BEYOND WALL DRESSING OR STUCCO. CAR.
F.A. PE �,=63
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAM. R
ME NOT PART OF THIS APPROVAL
A LOAD GURMON INCREASE IS USED IN OESICN OF ANCHORS IWO WOOD ONLY. X0 (sHcw,N OXO(sHCWN) oxxo
MATERIALS INCLUDING BIT MIT LIMITED TO STEE-JUETA. SCREWS. THAT COME INTO Ox V*r
T OTHER ISSIMII-AR MATERIALS SMALL MEET ME RECUIREMENTS
Tg/�ICV FLOI xx
ICON DO BLDG. CODE SECTION 2003.8.4. APPROVED CONFICURATIObW MAY 2 12003 1 (S—hIuMllolf-6)
-- , - — I
DESIGN LOAD CAPACITY - PSF
GLASS TYPES W, 'Al', V, '131' OR V. 'Cl'
"'U"' M"HIDOOR
M.N,L
HEGHT
2-1/2" BILL
I '+)
3-1/4" SILL
EXr. (+) INT. (-)
36:
40
44-
48"
52"
56"
50.0
80.0
70.0
W
80.0
50.0
-
80.0
70.0
80.0
50.0
80.0
70.0
80.0
50.0
80.0
700
80.0
EoO
70.0
80.0
50.Rj
-8800.000
70.0
80.0
36-
40.
44
48"
96"
50.0
1 80.0
1 70.0
80.0
700
80.0
00
Fff[��
SC�o
700
F
50.0
1 80.0
1 70 0
80.0
'16' NEAT STREWO CLASS
XSD' INTERIATER
3/16- IMP G�s
3/16- IMP - CLASS
090' INTEIRAYER
*WPONT SMTRYGLAS PLUS'
io.&rmiyus
GU,SSUUl PLUS 2
-3/16' HEAT STREWO GLASS
-3/16- TEMP. GLASS
��3/ts- IMP. GLASS
995 " M DOW CORNING 905 - M Dow CoGNMG, In
GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE V
(16, IMP, GLASS 3/16* TEMP. CLASS 3/16- IMP. GLASS
CE AIR MR
AIR SPA " \ SPCE \ SPACE
3/16- NEXT STREN-D GLASS 3/16- IMP. GLASS 3/16- TEMP. �S
.00' INTERRAYER 075' INTERLAYER .090' INTERLkrER
'DUPONT SENTRYCLAS PLUS' WLUTK STORM GLASS GLASSOM PLUS 2
3/16* HEN' STRENI) GOSS 3/16- TEMP- GIJISS 3/16- IMP. GLASS
1/8 " AVO. DLC04E 1/8 AVG. SILICONE 1/9� AVC. SILICONE
PECORA 2 PART [PECORA 2 PW PECORA 2 PART
SILWLEX 552 SIOFUEX 552 SIXAFUEX 552
Dow CORNING 995
DOW CORNING 995 A Dow CORNING 995 511.
GLASS TYPE 'Al' GLASS TYPE '131' GLASS TYPE 'Cl,
ITEM
PART 0
QUI
DESCRIPTION
MATERILU,
MMF./SUPPLIER/MMARKS
I
KCO-295
1
FRAVE HIM
6063-TS
-
2
KCO-317
I
FINME SILL (2-1/2' LEG)
W63-T6-
-
2A
KCO-318
I
FRkME SILL (3-1/4* LEG)
W63-T6
-
3
KCO�304
I
�MEIMI
0063-N5
4
KCO-313
I/ PANM
TOP ML
6063-Ta
6
XCO-312
I/ Pma
BOTTOM ML
7
KCO-M2
M REM.
LOCK STILE
a
XW-305
AS REM.
INNER WTERtOCK
6063-T6
9
CO-308
M REM.
OUTER INTERLOCK
6063-Ta
10
XCO-310
REM.
ASTR�L NIUL
600-Te
11
RP-931
AS RECO.
CLASS STOP (LAW SIMS)
RIGID PW
-
ilk
RP-930
AS REDD,
GLASS STEP (INSUI- C�)
ROID PW
-
12
KCO-303
AS RUDD.
INNER TWERLOCK ST"ENER
6063-T6
i3
900�306
AS RE00w
�WPLMSTIMNEQ
6063�TII
14
KM-300
AS PEOD.
_q'Iff
ASTR� STIFFENER
6063-M3
-
la
KEG- 9
AS REDD.
HINDI RETANING CUP
6063-TB
6' LONG
17
KM-020
21 TO. PMEL
FIX. PMEL SKATE
OCUTIN
2-1/2' LONG
18
CO-019
4/ INTEL.
P� TOP WIDE
MAIN
AT TOP IMIL OWNERS
III
KCO�319
1/ Mq PMEL
F�IX. FMNEL CUP
6093-T6
FUU. LENGTH
20
-
21
-
AS RCOD.
FEE NTH FIN W'STPWPNG
x .187'
2
-
2/ PAVEL
VOTT0M "L WSTRIPPING
�m
.030" X .700"
23
110 X I'
S/ P�
PMKEL PSSY SCREPS
PH SMS
2/ UW. PAI
110� ASSEMBLY
27
SL-31820
I/ MEN. PANn
LATCH ASSEMBLY
OF Mae
23
-
1/ LOCK
KEEPER
w
SL�j!823
*
UPPER "Ic"
EY PRO
3i
AS R&wq
SUF ADKESN5 RUE PAD
WOM_
AT HIM AND SUL.
AT IJM-E ASTR� ONLY
USE LEVFR ISL-31SIS ON INSIDE FACE OF FIRE ONLY
MID NO EVERIOR OR INTERIOR FULL HANDLES.
PRODU17TRIENIMM
--Fbbs.nbftm
mildlo'ICNie
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
11 �,y 2009
z
0.
CE t 9 8
0,
0
z
g
0
0 J
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0
W04- 10
;h.Pt 2 Of 6 1
T,ACM AKCHCR� 1. RS
TYPICX CUP
4
I_
TYPIM CUP
4
�'� AN�CRS IN PPRS
APPROMUD
IRIZIsh �-nn;nz WUUCN ANCHORS
SEE SEP�TE NOA 11
WIM ANCHORS IN pNRS
SEE DUEY. FOR SP=NG
;E EtE7GrSPz'I`T
GOD BUCKS, METAL STUDS AND METAL STRUCTURE NOT By ATRIUM
UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
D TRANSFER THEM
TO THE BUILDING STRUCTURE.
nTIM —ANCHO—RS* SEE mv. FoR smm
'ITW'
.1/4' CIA. TAPCON By
11/4* CIA, ULTRACON BY 'ELCO' (Fu' 177 KSI' F Y. 155 RC)
I SEALANT:
INTO 28y WOOD BUCKS OR WOOD ITRUCTURIES
ALI JOINTS AND FRAME CONNECTIONS SEALED WITH
1-3/5' MIN. PENETRATION INTO WOOD
WHITIF/ALUMINUM COLORED SEALANT.
THRU 1EY BUCKS INTO GOING OR MASONRY
IYEEPHOLES
1-114" MIN. EMBED INTO CO
DIRECTLY IWO CONC� 08 MA' --
Wl - 2-5/8' WEEP NOTCH AT EACH END
1-1/4- MIN. EMBED INTO CONC. OR MASONRY
PRODUCT UNK"t,
914 SMS OR SELF DRILLING SCREWS (GWE 2 CRIS)
INTO METAL STRUCTURES
Y
A�.� N.tf%lf
STEEL ; 1/8" THK. MIN. (Fy w 36 KSI MIN.)
a16 &D
ly
ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED,
910 SMS OR SELF DRILLING SCREWS
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8- TIAN. MIN.)
(NO SHIM SPACE) Et" SNOI
C�
TYPICAL EDGE DISTANC � PE �,M863
CAN. E
INTO CONCRETE AND MASONRY 2-1/2' MIN.
INTO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE - 3/4- MIN.
CONCRETE 1. - 30M PSI MIN.
"SON" I*. . 1500 PSI WIN.
'r
MAY 2 12009
0
z
0
ot
0 =,
0 -a�'
14
L6
t
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Fu)n,
sm-M?= AWM SUDNG WM DDDR (LAIXA1.) A FARO Q C!RPZ2.R,,!--.r.J01N#a
02—
-.v ATRIUM FLORIDA. INC. �36 S.W. 87 AVE E
/2 ENGINEER.
A
1 3600 PORT JACKSOWILLE PARKWAY M�1. MORIDA 33174 f
OWLLE. rL. 32228 � ($05) 2�O (305)2�97a
br— Lm—T.) �--1-76 F� fgo�) 3-1 1'
I (� .3 3-
ANEL �GTTGM
FRAME HEAD
0
2.625
.140
1.737
062 2."5
T'P.
INNER INTERLOCK
OUTER INTERLOCK
3063-7
062
2 #2
LOCK STILE
L.291
FEMALE ASTRAGAL STIFFENER
IZV
INNER INTERLOCK STIFFENER
OUTER INTERLOCK STIFFENER
-- T
1 0
0
10, L
GLASS STOP LAMINATED CLASS
ASTRAGAL STILE
FIX. PANEL SKATE
289
LID
.154
T 1-7
Z 0
-
E
IS
IL
IX
PANEL TOP GUIDE
�E t;I
CY
0
0
J20
-
036
iF
z
,A)
MAY 2 1 2009
96
1 "T
.532
L
BOTTOM RAIL W'STRIPPING
rRoDuamomb
.Pbft "h 6� m�
M�l �u �
OWN.
IS
.,.v�g �.. 1
W04- 10
.--. . I �
Su 01,51
tit,
ALLIM sum
3600 PORT JACKSONVILLE PARKWAY
JACKSONVILLE, FL. 32226
� (9N) 355-1476 FM. (M) 3�-(]Mg
AL-FAROOQ CORPOFtATION
ENGINEERS & PROD� DEVELOPMENT
=35 &W. 87 AVE
M�I,FLGRIDA33174
f
= 5
ICKL,
MHAMMADE SCANNED MIAMI-DADE COUNTY, FLORIDA
BY METRO-DADE FLAGLER BUILDING
ME 8t-LucieC01Jr1fV40WEST FLAGLER STREET, SUITE 1603
BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE I
Atrium Florida, Inc.
9001 Ambassador Row
Dallas, TX 75247
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or flie 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.
BORA reserves the right to revoke this acceptance, if it i§ determined by Miami -Dade County Product
Control Division 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- Series 'WRW"Aluminum Horizontal Rolling Window — L.M.L
APPROVAL DOCUMENT- Drawing No. W03-33, titled "MRPW Alum. Horizontal Rolling Window
(L.M.I.)", sheets I through 7 of 7, dated 05/22103 with revision B dated 07/07108, prepared by At-Farooq
Corporation, signed and sealed by Humayoun Farooq, P.E., 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 Division.
AIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 sliall 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 and renews NOA 0 034"9.03 and consists of this page I and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 08-0822.18
iDADECOUNTY Expiration Date: October 09,2013
Approval Date: November 13,2008
Page I
Atrium Florida, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturef s die drawings and sections.
2. Drawing No W03-33, Sheets I through 7 of 7, titled "MPRW Alum. Horizontal
Rolling Window (L.M.L)", dated 05/22/03 with revision B dated 07107/08, prepared
by A]-Farooq Corporation, signed and scaled by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
rolling window, prepared by Certified Testing Laboratories, Test Report No.
CTLA-1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E.
(Submitted under previous NOA#03-0609.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004
and 2007, prepared by Al-Farooq Corporation, dated 7/5/08, signed and sealed by
Humayoun Farooq, P.E. Complies with ASTM E1300-02/04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTEFICAUONS
1. Notice of Acceptance No. 05-1208,02 issued to E.I. DuPont DeNemours & Co., Iric.
for their "DuPont Butacit6PVIB, Interlayee' dated 01/05/06, expiring on 12/11/10.
2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex HIG
Clear or color6d interlayee' dated May 04, 2006, expiring on May 21, 2011.
3. Notice of Acceptance No. 08-0206.01 issued to Solutia. Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance, dated July 5, 2008, signed and sealed by Humayoun
Farooq, P.E.
2. Statement letter of no financial interest, dated July 5, 2008, signed and sealed by
Humayoun Farooq, P.E.
G. OTHER,
1. Notice of Acceptance No. 03-0609.03, issued to Kinko, LTD. for their Series "MPRW
Aluminum Horizontal Rolling Window, approved-W 10/09/03 and ex g on
10/09/08.
Manuel re E.
11 r
Product Contro UExa Ift er
Z NOA No. 22.18
Expiration Date: October 09,2013
Approval Date: November 13,2008
E-1
NIPRW ALUMINUM HORIZONTAL SLl]2lNfz MDOW
DESIGN LOAD RATINGS MR THESE WINDOWS TO BE AS PER
CKMUS SHOWN ON SHEET 2.
APPROVAL APPL0 TO SINGLE UNITS OR ZOE BY SIDE
COMONATICUS OF KR/H.R. OR HOREZONTAL RCLUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
IAAMI-OACE COUNTY APPR� MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE MOM WINDOWS OR MULLION APPROV&
WILL "PLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESGNED AND TESTED TO COMPLY WITH THE
RECUREMOM OF THE FLORIDA HOLDING CODE 2M4/2007 EINTION NCUYDIN0
HIGH VV-OCBY HURRMNE ZONEOW117).
WOOD BUNS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
MCHOW SHALL BE AS USTED, SPACED AS SHOWN ON DETAVA ANCHORS
EMBEENENT TO BASE MXTET?71 SIW-L BE BEYOND WALL DRESSING OR ZTUGGB-
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ME NOT PART OF THIS APPROVAL
A LOAD DURATICN INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
MAMMALS MUDING BUT NOT LIMITED TO SM111WETAL SOWNS, THAT COME INTO
CONTACT WITH OTHER G,SSMpjMR MATERIALS SHM1 MEET THE REQUREMENTS
IF 2004/2007 FLORIDA GIUDG. CODE SECTION =111.4.
_74'
BUCK m
VENT WIDTH
33 11/16- 33 11/15-
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JACKSONVILLE, FL 32226
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CAL ANCHOS: SIX �. MR SPAaNG
WOOD BUCKS, METAL STUDS AND MErAL STRUCTURE NOT BY ATRIUM Jt4 SMS
MUST SUSTAIN LOADS IMPOSED BY G�ING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2EY WOOD BUCKS OR WOOD STRUCTURES
1-3/8- MIN. PENETRATION INTO WOOD
1/4' TAPCON
INTO 23Y WOOD BUCKS OR WOOD STRUCTURES
1-3/8- MIN. PENETRATION INTO WOOD
THRU IBY BUCKS INTO CONC. OR MASONRY
1-1/4- MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4- MIN. EMBED INTO CONIC. OR MASONRY
114 SMS OR SEW DRILLING SCREWS
INTO METAL STUDS OR METAL STRUCTURES
STEEL : 12 Gk MIN. (Fy - 36 KSI MX)
ALUMINUM : 1187 THK. MIN. (6063-T5 MIN.)
(STEOL IN CONTACT MTH ALUMINUM TO BE PLATED OR PANTED)
jlO SMS OR SFIF DRRIING SCREM
INTO MtAMI-DADE COUNTY APPROVED MULUONS (MIN. THK. .090')
(NO SHIM SPACE)
WCHORS
M. FOR SPnIW TYPICAL EDGE DISTANC
IWO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE = I' MIN.
INTO mErAL STRUCTURE - 1/2' MIN.
WEEPHOLES:
Ir Ali Wl = I- X 1/4- WEEP HOLE WITH PLASTIC BAFFLE
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JACKSONIALLE, FL. 32226
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AL,FAROOQ CORPORATION
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AL-FAROOQ CORPORATION
ENGIN�S & PRMU� D�M�
SM. 87 A�
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Builders
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5615 E. POWHATAN AVE
TAMPA, FL 33610
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
nimmcr
GENERAL NOTES
1. Tills producthas been evaluated and is in compliancewith the 2007 Flo6do Building Code
JFBC) structural requirements exduding the Wgh Velocity Hurricane Zone� (HVKj.
Z Product anchors shag be as listed Grid spaced as shown on defolls. Anchor embedment to
base material shall be beyond wall dressing orstucco.
3. When used in areas requhng wind bome debris protection this product compries with
Section 1609.1.2 of f he FBC and does not require an impact resistant covering. This product
meets missile level 7 and Inclucles Wind Zone 4 as deffned in ASTNI E 1996.
4. For 2x stud froming constitiction, anchoring of these ungs shall be the same as that shown
for2x buck mosonryconstruction.
S. Site conditionsithot deviate from the details of this drowing require further engineering
analysis by a licensed engineer cr registered architect.
TABLEOFCOMENrS
SHEET#
DESCRIPT70N
I
Typical elevolion. design pressures, & general notes
2
Door parel details
3
Honzontatcrosssections
4
Vertical cross sections
5
Buck and frame anchadng - 2X buck masorvy construction
6
Frame onchoiing - I X buck masonry conftcftn
7
NN of matefial. & components
37-50� MAX OVRALI
IRAMI WIDTH
z
2
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37.50"x 82.0(r
+50.0
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(ryp.)
p
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2-5/6'MIN. FROM
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(Typ.)
2-1/2'MN. FROM
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(TYP.)
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FIBERGLASS fOR
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4VWP.� ft. m V.A. ll� =95
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on N.. 9513
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PART OR �SNBLY-, SECRONS,
HORIZONFAL CROSS
REVISION$
1"MIN. FROM
I'MIN. FROM
—MASONRY EDGE
---�--MASONRY EDGE
(TYP.)
INTERIOR 11 EXTERIOR
rl"� VER77CAL CROSS SEC77ON
=ng ft� - wlsm
ppro�ecl
INTERIOR EXTERIOR
2-1 tZ'MIN. FROM 2-1 1X'MIN. FROM
MASONRY EDGE MASONRYEDGE
(TYP.) (TYP.)
ILERII.C.A' C 0 S SECTION
�Fgur.8
2-1/2" MN. FROM 2-117'MIN.
MASONRY EDGE MASONRY
PP.) ITYP-I
INTERIOR EXTERIOR
r2') VERTICAL CROSS SECTION
k 4�Sh�W/TXwb-buckmieshmling
cmcrele$MMfer.md�rem per
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INTERIOR EXTERIOR
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2-1 /Z* MIN. FR
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MASONRY EDGE
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a
TYP HEAD
&;ZBS
MASONRY7 SEE NOTE I
OPENING
BUCKANCHORING
NOTES
TYP HEAD&
�ZBS
MASONRY
ERB
OPENING
UA
—0
FRAME
2XBUCK
S 5 07
H SEE NOTE 2
VF JSEENOIE2
N
HfNGEJAMB
FRAMEANCHORING
STRIKE
JAMB
n
MWOrdy 2X buck construction
1. )ACElco concrete screws anchoring 2x buck require a minimum l"clearance to masonry edges, a I- 1/4"minimum
embedment and a minimum V'cleoronce to adjacent concrete screws. Substitution of equal concrete screws from a
different supplier may hove different edge distance and center distance requirements. Concrete screw locaffons of the
comers may be ccUusted to maintain the minimum edge distance to morforicints. If concrete screw locations noted as
'MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to morforjohts, additional concrete screws
may be required to ensure the maximum on center dimension is not exceeded,
2. 114'tTW concrete screws anchoring frame ondlor sill require a minimum 2- 1/2'clearance to masonry edges. a 1- 114"
minimum embedment and a minimum 3'clearance to adjacent concrete screws. Substitution of equal concrete screws
from a different Supplier may have different edge distance and center distance requirements. Concrete screw locations
at the comers may be adjusted to maintain the minimum edge distance to mortarloints. If concrete screwlacations
noted as"MAX ON CENTER"must be adjusted to maintain the minimum edge distance to mortarjoints, additional
concrete Screws may be required to ensure the maximum on center dimension is not exceeded.
HINGEDETAIL LATCH A, DEADBOLTI)EWL
C 9124108
uc N.T.S.
AL
LFS
FL-1 1321.1
7
J I.
TYP. HEAD &
MASONRY
JAMBS
OPENING
SEE NOTE I
FRAME
IX BUCK
U
SEE NOTE I
SEE NOTE I
HINGEJAMa FRAMEANCHDRING SrFJXE JAMB
Mosony IX buck conftcfion
SEE NOTE 2
SEE NOTE 2
NOTES:
1. 114"[TWcon�tes�manchodngfmmeandlorsfilmquimaminlmum2-IlTclearoncetamosonryedg�.a 1-114"minimum embedment and a
minimum 3"clearanc:e to cctjacentcon�te screws. Substitution of equal concrete screws from a criffeientsuppliermay have different edge distance
and center distance requirements. Concrete screwtocations at the comers maybe adjusted to mainfolm the minimum edge distance to mortarjclnts�
Itconcyetesciewlecallons noted as"MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to mortarloints, additional
con�te scni" may be required to ensure the maximum on center dimension Is not exceeded.
2. 3116'ITW concrete screws anchofing frome andlorsiJI rectulie a minimum 2-5/8"ciecrance to masonry edges, a 1-114"mininnum embedment and a
minimum 2-1/4'cleorance to adjacent coniwate screws uniess otherwise noted by concrete sc;rew manufacturer.
HtNGEDaAlL
LATCH& DEADSOLYbETAIL
L W,
FL-1 1 &21. 1
BILLOFMATERIALS
rlEM DESCRIPTION MATERIAL
A
IXBUCKSG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
114"MAX . SHIMSPACE
D
114"X 2-3/4PFH ELCO CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4"X 2-114!'PFH TTW CONCRETE SCREW
STEEL
G
3116'X 3-114"PFH ITW CONCRETE SCREW
STEEL
H
1/4X 3-1/4'PFH ITW CONCRETE SCREW
STEEL
J
I XX 3-3/4' PFH ITW CONCRETE SCREW
STEEL
L
I # 10 X 2-1/2!'PFH WOOD SCREW
STEEL
M
#8 X 2-1 /Z'PFH WOOD SCREW
STEEL
6
SEALANT
---fl—ucONE
7
WEATHERSTRIP
FOAM
9
4'HINGE
NT—EEL
10
# 10 X 31,C'PFH WOOD SCREW
STEEL
YALE CIRRUS 1 OOC PASSAGE LOCK
STEEL
YALE CIRRUS I 0CB PASSAGE LOCK
STEEL
17
KWIKSETTffAN PASSAGE LOCK
STEEL
Bill #902 PASSAGE LOCK
STEEL
YALE820DEADBOLT
STEEL
YALE 83 DEADBOLT
STEEL
18
KWIKSE""=AD8OLT
STEEL
41 iZ�D BOLT
STEEL
20
JAMB FINGER - JOINT - PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
30
DOOR SWEEP
- 1
31
OUTSWING THRESHOLD BY DUP
ALUM. I WOOD
33
INSWING THRESHOLD BY DUP
ALUM./WOOD
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCT10N DETAILS
41
DOOR SKIN IMIN. 0.075- THICK) PLAST-PRO/NANYA Fy 11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
I
1 43 1
LATCH & HINGE STILE
CELLULAR PVC
44
REINFOR EMENT WOOD FOR LOCKS
WOOD
1
RAIL
CELLULAR PVC
�45
6
ffBQATrMOM
CORE
POLYURETHANE
1 47 1
LATCH & HINGE STILE RENFORCEMENT
LVL
4.56' 1 1
20 , TE
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as
IN
ig
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