HomeMy WebLinkAboutSUBMITTED PAPERS_2sLia 1+: MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
s.x•.s:1iis;y-.m
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 261h Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) vrww."'o-- —am 10aft.:gay/tUI dInq
Jeld—Wen, Inc. (OR)
3737 Lakeport Boulevard
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County BNC—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Pr duct Control
Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade Cou rve the right
to have this product or material tested for quality assurance purpose f t Aerial fails to
perform in the accepted manner, the manufacturer will incur the e. o cl tes 11 p. id re AHJ may
Y
immediate) revolve, modify, or suspend the use of such product or ,'al ith ah j ris fiction. BNC
reserves the right to revoke this acceptance, if it is determined by i - e County Product Control
Section that this product or material fails to meet the requirements of ie 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 "Premium Atlantic 6600 " Aluminum Fixed Window — N.I.
APPROVAL DOCUMENT: Drawing No. JW006, titled "PAA 6600 Fixed Window (NI)", sheets 1
through 7 of 7, dated 04/30/2010with the latest revision, dated 06/10/2011, prepared by CertWorks, LLC,
signed and sealed by Alexis Spyrou, P. E., bearing the Miami —Dade County Product Control Approval
stamp with the Notice of Acceptance number and Approval date.by the Miami —Dade County Product
Control Section.
MISSILE IMPACT RATING: None.
LIMITATIONS: Miami —Dade County Product Control Approved External Shutters Or Protective
Devices Shall Be Required,
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series 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 job site at the request of the Building Official.
This NOA consists of this page 1, evidence page E—1, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAMI DAQE COUNTY NOA No. I 0-0819.06
Expiration Date: June 30, 2016
MOMZt Approval Date: June 30, 2011
Page I
Jeld—Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. JW006, titled "PAA 6600 Fixed Window (M)", sheets 1 through 7 of 7, dated
04/30/2010 with the latest revision, dated 06/10/2011, prepared by CertWorks, LLC, signed
and sealed by Alexis Spyrou, 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
along with marked —up drawings and installation diagram of series 6600 Fixed Window,.
prepared by National Certified Testing Laboratories, Inc., Test Report No.
NCTL-210-3656-2, dated 03/04/2010, signed and sealed by Gerard J. Ferrara, P. E.
C. CALCULATIONS
1. Anchor verification calculations acid structural analysis, complying with FBC-2007,
prepared by CertWorks, LLC, dated 06/17/2010, signed, sealed and dated 06/10/2011
by Alexis Spyrou, P. E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami —Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
I. Statement letter of conformance, no financial interest and compliance with the FBC-
2007, dated 05/15/2011, signed and sealed by Alexis Spyrou, P. E.
2. Laboratory compliance letter for Test Report No. NCTL--210-3656-2, issued by
National Certified Testing Laboratories, Inc., dated 03/04/2010, signed and sealed by
Gerard J. Ferrara, P. E.
F. OTHERS
1. None.
E--1
Jaime D. Gasedn>P. E.
Product Control Section Supervisor
NOA No. 10-0819.06
Expiration Date: June 30, 2616
Approval Date: June 30, 2011
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OFINSTALLATIONANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF it/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE
1/41NCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER
OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY
PLASTIC OR BETTER.
S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING
USE#14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1
1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCKTO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,
USE 1/4 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH
TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT.
7. THROUGH FRAME: FOR INSTALLATION INTO STEEL STUD USE
1/4.14TEXSCREWS OFSUFFICIENT LENGTH TOACHIEVE 3
THREADS PENETRATION BEYOND STEEL STRUCTURE.
8. NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE Y30
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
9. NAIL FIN: FOR INSTALLATION INTO STEEL STUD USE 1/4-14 TEK
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS
PENETRATION BEYOND STEEL STRUCTURE.
10. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM,
BRICK VENEER, AND SIDING.
SL INSTALLATION ANCHORS, ALUMINUM FRAMING, AND
ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING IN ACCORDANCE WITH 2O07 FBC PROTECTION
STANDARDS.
12. ALL WOOD BUCKING MUST BE TREATED IN ACCORDANCE WITH
WOOD PROTECTION AND CORROSION STANDARDS PER 2007 FBC.
13. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELLOF BLOCK.
14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER.
15. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OFO.SS.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI,
C. MASONRY -STRENGTH CONFORMANCE TOASTM C-90,(OR
GREATER). MINIMUM COMPRESSIVE STRENGTH OF 1S00 PSI,
D. STEEL -MINIMUM YIELD STRENGTH OF33KSI. MINIMUM
WALL THICKNESS OF 33 MILS (0.033" or 20 GAUGE).
JELD-WEN, inc.
PREMIUM ATLANTIC ALUMINUM 6600
FIXED WINDOW
(NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN -
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202.94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE
STRUCTURE. BUCK DESIGN AND -INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HV14Z AREAS AND TO 8E REVIEWED BY A.H.1
(AUTHORITY HAVING JURISDICTION).
S. DEVIATION FROM NOA WITHIN THE HVHZ REQUIRES
ONE-TIME APPROVAL FROM MIAMI-DADE COUNTY (BNC).
6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
7. WINDOW FRAME MATERIAL, ALUMINUM 6063-T6
B. GLASS MEETS THE REQUIREMENTS OFASTM E 1300-04
GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAILS,
ALUMINUM PHYSICAL PROPERTIES (PER ADM 2005):
ALUMINUM 6063-T5
TENSILE YIELD STRENGTH: 16 KSI
ULTIMATE TENSILE STRENGTH: 22 KSI
ULTIMATE SHEAR STRENGTH: 13 KSI
ALUMINUM 6063-T6: (H)
TENSILE YIELD STRENGTH: 25 KSI
ULTIMATE TENSILE STRENGTH: 30 KSI T
ULTIMATE SHEAR STRENGTH:19 KSI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
INSTALLATION d GENERAL NOTES
2
-
ELEVATIONBANCHOR LAYOUT
3
-
ELEVATION& ANCHOR LAYOUT
4
-
ELEVATION & ANCHOR LAYOUT
5
-
VERTICAL SECTIONS
6
-
HORIZONTAL SECTIONS G CORNER ASSEMBLY
7
-
COMPONENTS, DOM, CORNER DETAIL G MA=t,* DETAILS
UNIT DIMENSIONS: 60° X 96"
GLAZE TYPE
DESIGN PRESSURE
MISSILE IMPACT
RATING
.70.0 / -70.6 PSF
p
A & B
NON -IMPACT .
.70.0 / -70.0 PSF
UNIT DIMENSIONS: 52.125° X 37.37V
GLAZE TYPE
DESIGN PRESSURE
MISSILE IMPACT
RATING
.50.0 / -50.0 PSF
C & D
NON -IMPACT
.50.0 / -50.0 PSF
(H)
(w)) (W)
NOTE:
WINDOW WIDTH (W) AND HEIG
(H) ARE INTERCHANGEABLE FOR�ALL
ELEVATIONS.
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5
1
I OF
UNIT MAX.
WIDTH 60.00"
D.L.O. MAX.
WIDTH 57.375"
8 C G
5 5 5
UNIT D.L.O.
MAX. MAX.
HEIGHT HEIGHT
96.00" 93.375" "O" a,
6
r'
A F
ELEVATION 6
UNIT MAX.
WIDTH 60.00
D.L.O. MAX.
WIDTH 57.375"
l
s
UNIT D.L.O.
MAX. MAX.
9E6 GH y 5n SPRINGLINE "0" Da I
MAX, 6 (
HEIGHT 1
66.W' i
F
6
g
ELEVATION 6
FIN MAX.
WIDTH 61,50"
6.50" MAX.
O.C. TYP
FIN
HEIGHT 0
INSTALLATION
ANCHOR INSTALLATION
8.00" MAX. FROM ANCHOR
6 'orCORNER TYP
5. M 80 O.C. T CORNER TYP 6. M
CORNER TYP
ANCHOR LAYOUT
THROUGH FRAME FIN MAX.
WIDTH 600"
( I 8MAX.
O.C.
I
O.0TYP
5.00" MAX. FROA
SPRINGLINE TYF
INSTALLATION
ANCHOR
6.25" MAX. FROM
SPRINGLINE TYP.
FIN
6.25" MAX. MAX.
O.C. TYP HEIGHT
97.II5W
INSTALLATION I
ANCHOR
5.00" MAX. FROM
4 CORNER TYP
_ 6.25" MAX. FROM
5.00" MAX. FROM'— 4 I g 25"MAXMA' CORNER TYP
CORNER TYP O.C. TYP
ANCHORLAYOUT
THROUGH FRAME
I 16,M
Fes' O.C..C, Tv
ANCHOR LAYOUT
NAIL FIN
w
14.00" MAX. asscwmr om
O.C. TYP VE=R(800)869.66FL e
PN: (60E. a6Ab699
3 00
Sa
5 V�N
tlJ � ce O aZ dd
6.25" MAX. FROM = m lq�
S CORNER TYP $. -c lid P� F
P
a
�16.00" MAX.
O.C. TYP
AX.
yI Y-16.
O.C..
Ty
ANCHOR LAYOUT
NAIL FIN
H o
10.50" MAX
O
.C. TYP L,
Lu
Ix a.
6.25" MAX. FROM
CORNER TYP g.4
Approved asoomp19ui8withdw < a 3 F, = 12 l¢i z
rro,�aeean coca onny' �av a e•lrb•6 DWG#:WO
SHEET:oo
C
2 OF
UNIT MAX.
WIDTH 60.00"
D.L.O. MAX.
WIDTH 57.375"
UNIT D.L.O.
MAX. MAX.
HEIGHT HEIGHT
96.00" 93.375°
SPRINGLINE
MAX.
HEIGHT
88.50"
I
UNIT MAX.
WIDTH 52.125"
D.L.O. MAX.
WIDTH 49.50"
8 C G
5 5 5
I f / -
UNIT D.L.O. Da.
MAX. MAX. "0" 6
HEIGHT HEIGHT
37.375" 34,75" / 00
1
Z
ELEVATION 6
8.25" MAX.
Imo— O.C. TYP
5.W' MAX.
CORNER
7
FIN MAX.
WIDTH 61.5
625" MAX. FROM
CORNER TYP
6.00" MAX.
O.C. TYP
FIN
MAX.
HEIGHT °O°
11
_ 16.00" MAX.
O.C. TYP
6.25" MAX. FROM
CORNERTYP
.T
10.50" MAX.
O.C. TYP
INSTALLATION _r INSTALLATION
ANCHOR ANCHOR
5.00" MAX. FROM 6.25" MAX. FROM
CORNER TYPJ -T
// S CORNER TYP
5. CORNER TYP M 8. Typ 6 CORNER TYP M 1 O.Cp TYPX
ANCHOR LAYOUT ANCHOR LAYOUT
THROUGH FRAME NAIL FIN
6.25" MAX. FROM 13.00" MAX.
CORNER TYP O.C. TYP
5.W' MAX. FROM 10.50" MAX.
CORNER TYP r O.C. TYP 6.25" MAX. FROM r 12..C. MAX.
^I 13.50" MAX. CORNER TYP O.C. TYP FIN
_ O.C.TYP °0° HEIGHT
38.875"
5.00" MAX. FROM
CORNER TYP INSTALLATION _ - A
ANCHOR - -r ":.
FIN MAX.
INSTALLATION _ ANCHOR LAYOUT WIDTH 53.62&'
ANCHOR =�
NAIL FIN
AP WVW9➢c°MP10118Wi(hth°
ANCHOR LAYOUT F°�o Code_�e,1
THROUGH FRAME
3ELD-WEN.1-
355 CENTER WUAT
VENICE. FL 84295
PH: (800) 869-6699
OF
UNIT D.L.O.
MAX, MAX.
HEIGHT HEIGHT
37,375'. 34.75"
UNIT MAX.
WIDTH 52.125"
D.L.O. MAX.
WIDTH 49.50"
ELEVATION
7
FIN MAX
�- WIDTH 53.625"
- 14.00" MAX.
O.C. TVP
5.00" MAX. FROM 1�.__�
CORNER TY'P i-- �� 625" MAX. FROM
INSTALLATION CORNER TYP
ANCHOR @ MID SPAN /// 14.00" MAX. /�/
"0, O.C. TYP
INSTALLATION
6 ANCHOR
5.00" MAX. FROM 6.25" MAX. FROM
CORNER TYP 5.00" MAX. FROM CORNER TYP
CORNER TYP
14.00" MAX.
O.C. TYP
ANCHOR LAYOUT ANCHOR LAYOUT
THROUGH FRAME
QUALIFIED SHAPED UNITS
EXTENDED HALF ROUND
HALF ROUND
QUARTER HEXAGON OCTAGON
ROUND
LJ
CIRCLE
TRAPEZOID L/H SEGMENT
EXTENDED HALF EXTENDED TENDED
CIRCLE CIRCLE QUARTER
EXTEND 0
QUARTER
(FAN)
SEGMENT SEGMENT SEGMENT
L/H
SEGMENT
R/H:
min
TRAPEZOID R/H ELLIPTICAL
HALF ELLIPTICAL PENTAUON
El
LEFT TRIANGLE
RIGHT TRIANGLE CLIPPED CLIPPED
CORNER CORNER
EXTENDED
CIRCLE
EXTENDED
L/H R/H
SEGMENT
QUARTER
ROUND
NOTE: 1. UNITS OF ANY SHAPE ARE ALLOWED PROVIDED
CONSTRUCTION,
GLAZING, S ANCHORAGE ARE
PER DETAILS SHOWN HEREIN.
2. ALL SHAPED UNITS SHALL FIT WITHIN THE
RECTANGULAR AREA SHOWN HEREIN.
J 14.00"MAX.
_I O.C. TYP
14.00" MAX.
E.C.Typ FIN
p MAX.
HEIGH
�� 38.875
6,25" MAX. FROM
CORNER TYP
NAIL FIN
III
OF
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD'BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK 3
BY OTHERS 1 1 2
O.A. SEE GLAZING f
WINDOW HEIGHT DETAIL
EXTERIOR INTERIOR
O.A.
WINDOW
HEIGHT
11/2" MIN. EMBEDMENT
#10 WOOD SCREW
'INSTALLATION ANCHOR
MIN. 5/16"
DISTANCE FROM
FIN EDGE
3/4" MIN.
EDGEDISTANCE
1/4" MAX.
SHIM SPACE
BVERTICAL SECTION
S HEAD -2XWOOD BUCK
NAIL FIN INSTALLATION
EXTERIOR INTERIOR NOTE: 1X WOOD BUCK
BY OTHERS IS OPTIONAL
SEE GLAZING FOR MASONRY APPLICATIONS
DETAIL B-/
� � 6
BY OTHERS
PRECAST SILL
BY OTHERS
1 1/4" MAX.
I � SHIM SPACE
.i 4.14
2 1/2" MIN. EDGE - 1/4" ITW TAPCON
DISTANCE INSTALLATION ANCHOR
p�VERTICAL SECTION
5 SILL-CONCRETE/MASONRY
THROUGH FRAME INSTALLATION
1/4-14 TEK SCREW
INSTALLATION ANCHOR
STEEL STUD BY OTHERS -
SEE INSTALLATION NOTE 15.D,
SHEET 1.
EXTERIOR FINISH-
. BY OTHERS .
PERIMETER CAULK
BY OTHERS
MIN.
3 THREADS
PENETRATION BEYOND
STEEL STUD
MIN.3/B"
DISTANCE FROM
FIN EDGE
1/4" MAX,
F SHIM SPACE
O.A. SEE GLAZING
WINDOW DETAIL D
HEIGHT
EXTERIOR INTERIOR
C-\ VERTICAL SECTION
HEADSTEELSTUD
NAIL FIN INSTALLATION
CONCRETE/ MASONRY'
3/4" MIN.
BY OTHERS
EDGE DISTANCE
CAULK BETWEEN
#14 WOOD SCREW
CONCRETE/ MASONRY A 2X
�!
INSTALLATION ANCHOR
WOOD BUCK BY OTHERS
• ` '
1 1/2" MIN.
2X WOOD BUCK
' ° %'•' f.. `
EMBEDMENT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4" MAX
PERIMETER CAULK
SHIM SPACE
RY OTHFRs
1
2
O.A.
WINDOW
HEIGHT
EXTERIOR
Q VERTICAL SECTION
5 HEAD-2XWOOD BUCK
THROUGH FRAME INSTALLATION
SEE GLAZING
DETAIL C
INTERIOR
JF.iLIqrwEN
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OF
MIN. B/16"
DISTANCE FROM -
FIN EDGE
#10 WOOD SCREW
INSTALLATION ANCHO
CONCRETE/MASONRY c
BY OTHERS-----....
CAULK BETWEEN-�.a •.••
CONCRETE/ MASONRY A 2X
WOOD BUCK BY OTHERS
2X W000 BUCK_--„ ,
BY OTHERS
11/2" MIN.
EMBEDMENT
1 1/4" MIN.
3/4" MIN.
EMBEDMENT
EDGE DISTANCE
1/4" MAX.
1/4" MAX.
SHIM SPACE
SHIM SPACE
3/4" MIN.
EDGE DISTANCE
I
n3 INTERIOR
INTERIOR I _
1 SEE GLAZING
DETAIL A
EXTERIOR FINISH
EXTERIOR
BY OTHERS
O.A.
WINDOW -�►
PERIMETER CAULK
WIDTH
BY OTHERS
HORIZONTAL SECTION
6 JAMB -2XWOOD BUCK
NAIL FIN INSTALLATION
MIN.
3 THREADS
PENETRATION BEYOND -'
STEEL STUD
1/4-14 TEK SCREW
INSTALLATION ANCHOR
STEEL STUD BY OTHERS
SEE INSTALLATION
NOTE 15.0, SHEET 1
EXTERIOR FINISH
BY OTHERS'-
1/4" MAX,
SHIM SPACE
INTERIOR
SEE GLAZING
DETAIL C
EXTERIOR
PERIMETER CAULK O.A.
BY OTHERS WINDOW
WIDTH
VERTICAL SECTION
6 JAMB-'TEELSTUD
THROUGH FRAME INSTALLATION
(2)
ASS
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
y, WOOD BUCK BY OTHERS
fCONCRETE/ MASONRY
BY OTHERS
" 1/4" ITW TAPCON
.: INSTALLATION
ANCHORI
21/2" MIN.
EDGE DISTANCE
SEE GLAZING
�
DETAIL B 1
BUCK
BY OTHERS (OPTIONAL)
EXTERIOR
EXTERIOR FINISH
BY OTHERS
O.A.
WINDOW
PERIMETER CAULK
WIDTH
BY OTHERS
E HORIZONTAL SECTION
6 JAMB-CONCRETE/MASONRY
THROUGH FRAME INSTALLATION
CORNER DETAIL
IM SEALER
S NEEDED)
GASKET
JELD WEN,
co
en
Won V)
aL��
pC
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�$OcZe
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rL'
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��
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IGntiAq DW`oOCSHEET:(� OF 7
BILL OF
MATERIALS '
ITEM NO.
DESCRIPTION
PART NUMBER
MATERIAL
MANUFACTURER
1
MAIN FRAME
00625
AL. 6063-T6
EXTRUDERS
2
MONO. GLAZING BEAD
00627
AL. 6063-T5
EXTRUDERS
3
SLIP ON NAIL FIN
00591
AL. 6063-T5
EXTRUDERS
4
FRAME GASKET
03291
POLYETHYLENE
FRANK LOWE
5
MONO. BULB GASKET
00889
VINYL
TEAM PLASTICS
6
IG GLAZING BEAD
00891
VINYL
TEAM PLASTICS
7
1/4-14 TEK SCREW
STEEL
ITW BUILDEX
OMAINFRAME . GLAZING SLIP ON NAIL FIN
ALUMINUM 6063-T6 O A UMOINUM 6 63-T5 BEAD O ALUMINUM 6063-T5
2.813' 0.752" 0.0w,
0.040"
L727" 0.718" 1.375"
0.277
0.050"
OFRAME GASKET MONO. BULB GASKET IG GLAZING BEAD
POLYETHYLENE O VINYL 6 VINYL
(1/4" THICK) (DUROMETER=75) SpUROMETER=75)
0.421" -� �� - -I0,242" 0.783
+ 0.935"
2.873° 0,387'
OCARBON STEEL W - ITW BUILDEX- di
EXTERIOR —1 r—
Q /lT'.
3/4" GLASS I
DOW 995 1 /
3/16" O.A. MONOLITHIC GLASS
CONSISTING OF:
3/16" TEMPERED GLASS
INTERIOR
I SETTING BLOCK
siucvNe VHB TAPE BY 3M
GLAZING DETAIL A
5/8" O.A. INSULATED GLASS
CONSISTING OF:
{+ 1/8" TEMPERED GLASS,
EXTERIOR I EDESILICONE
FOAM SPACER
d MYLAR TAPE,
1 / \ 1/8" TEMPERED GLASS
/ \ 6
3/4" GLASS ( INTERIOR
BITE \ j SETTING BLOCK
DOW 995 OUROMETER=85)
SILICONE -VHB TAPE BY 3M d
GLAZING DETAIL B BUTYL SEALANT
3/16" O.A. MONOLITHIC GLASS
EXTERIOR CONSISTING OF:
3/16" ANNEALED GLASS
/ \ 2
3/4" GLASS INTERIOR
BILE \ SETTING BLOCK
DOW 995 DUROMETER=85)
SILICONE VHB TAPE BY 3M
GLAZING DETAIL C
V"CE. FL 34285
PH:(800)869-6699
0
5/8" O,A.INSULATED GLASS 4
14 6A. WIRE (.064") CONSISTING OF. c �E
1/8" ANNEALED GLASS,
INTO SCREW BOSS
1 318" EDGETECH SILICONE
MANUFACTURER: ITW BUILDEX EXTERIOR
ALLOY: SAE T403/ALSI 1040 SEAM SEALER FOAM SPACER MYLAR TAPE, 6
1/8" ANNEALED GLASS ?, A �a
YIELD STRENGTH: 51.25 KSI MIN, (AS NEEDED)
ULTIMATE STRENGTH: 75.25 KSI MIN. / \ 6 }'3 •'` ,.`•: -:"e
THREAD/IN.:14 TPI 1 INTERIOR
3/4" GLASS i
BITE \ SETTING BLOCK
-- — �DUROMETERx85)
ILICONE VHB TAPE BY 3M d NU `��Q�� V
GLAZING DETAIL D BVTYLSEALANT "pG DWG#:
CORMR DETAIL uuu6ee�ii ;Twoof
TYPICAL -RADIUS TO STRAIGHTFRAME SHEET: 7 OF 7
MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST 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 (NOA) www.miamidademov/buildingeode
Jeld-Wen, Inc. (OR)
3737 Lakeport Blvd.
Klamath Falls, OR 97601
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 ano er areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. Xoad ' o ntct Control
Division (In Miami Dade County) and/or the AHJ (in areas other than i , o se the right
to have this product or material tested for quality assurance purposo but o material fails to
perform in the accepted manner, the manufacturer will incur the expe' se 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 the High Velocity Hurricane Zone.
DESCRIPTION: Series "Premium Atlantic 6800" 810" Aluminum Sliding Glass Door - N.I.
APPROVAL DOCUMENT: Drawing No. 07-JWN-0003, titled "Premium Atlantic Aluminum 6800
Sliding Glass Door Non -Impact Resistant", sheets 1 through 9 of 9, dated 10/09/07, with the latest revision
dated 04/01/08, prepared by Engineering Express, dated 09/23/08, signed and sealed by Frank L. Bernardo,
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.
MISSII,E IMPACT RATING: None
LIMITATION: Miami Dade County Approved Impact Resistance Shutters Or Impact Resistance Protection
Devises Are Required.
LABELING: Each 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
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 07-1107.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 08-1021.02
0 Expiration Date: July 24, 2013
Approval Date: December 11, 2008
Page 1
Jeld-Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 07-JWN-0003, titled "Premium Atlantic Aluminum 6800 Sliding Glass
Door Non -Impact Resistant", sheets 1 through 9 of 9, dated 10/09/07 with the latest
revision dated 04/01/08, prepared by Engineering Express, dated 09/23/08, signed and
sealed by Frank L. Bernardo, 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
Along with marked -up drawings and installation diagram of Premium Aluminum
Sliding Patio Door, prepared by National Certified Testing Laboratories, Test Report
No. NCTL 210-3434-2, dated 07/24/07, signed and sealed by Gerard J. Ferrara, P.E.
2. 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 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of Premium Aluminum
Sliding Patio Door (Pocket), prepared by National Certified Testing Laboratories, Test
Report No. NCTL 210-3382-1, dated 03/14/07, signed and sealed by Gerard J.
Ferrara, P.E.
"Submitted under NOA # 07-1107.07"
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC-2004, prepared by
Engineering Express, dated 10/12/07, signed and sealed by Frank L. Bernardo, P.E.
Complies with ASTM E1300- 02
"Submitted under NOA # 07-1107.07"
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 08-1021.02
Expiration Date: July 24, 2013
Approval Date: December 11, 2008
Jeld-Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated October 31, 2007, signed and sealed by Frank
L. Bernardo, P.E.
2. Statement letter of no financial interest, dated October 31, 2007, signed and sealed by
Frank L. Bernardo, P.E.
3. Laboratory compliance letter for Test Report no NCTL 210-3382-1, issued by
National Certified Testing Laboratories, dated 02/27/07, signed and sealed by Gerard
J. Ferrara, P.E.
4. Laboratory compliance letter for Test Report no NCTL 210-3434-2, issued by
National Certified Testing Laboratories, dated 07/23/07, signed and sealed by Gerard
J. Ferrara, P.E.
"Submitted under NOA # 07-1107.07"
G. OTHER
1. Statement letter of compliance (2007 FBQ issued by Engineering Express, dated
10/06/08, signed and sealed by Frank L. Bernardo, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 08-1021.02
Expiration Date: July 24, 2013
Approval Date: December 11, 2008
E-2
PREMIUM ATLANTIC ALUMINUM 6800 SLIDING PATIO DOOR
NON -IMPACT RESISTANT
283 1/2" MAX DOOR WIDTH
49" MAX FIXED 49 7/16" MAX ACTIVE 49 3/4' MAX ACTIVE 49" MAX ACTIVE 49 7/16" MAX ACTIVE 49" MAX ACTIVE
PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH
(W/INTERLOCKS) (W/ASTRAGAL) (WI LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE)
42 7/8" MAX 42 7/8" MAX 42 7/8" MAX 42 7/8" MAX 42 7/8" MAX 42 7/8' MAX
DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH
I
s
G
H
x
V V
G
X
H
C
5
x
A•D
V V
0
A,D
x
B
X
GENERAL NOTES
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH
THE 2007 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY
HURRICANE ZONE, PER TAS 201 / 202 / 203 ®ASTM E1300-02 STANDARDS.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM
SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING CODE.
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A
ALL PREPARE SITE SPECIFIC DOCUMENTS AND
USE IN CONJUNCTION WITH THIS DOCUMENT.
V OF THE EXISTING STRUCTURE TO WITHSTAND
SHALL BE ANCHORED PROPERLY TO TRANSFER
M ALLOY. UNLESS NOTED OTHERWISE
OR EXTERNAL
AME CORNERS SHALL BE SEALED WITH SILICONE.
SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS
ILE YIELD STRENGTH OF 60 KSI.
USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV
S AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE.
WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN
CODE.
TYPICAL ELEVATION
1 N.T.S. EXTERIOR ELEV
ALLOWABLE
GLAZING TYPE ,/A� GLAZING TYPE DESIGN PRESSURES
3/16"TEMPERED 1"INSULATED +50 PSF
0.626'GAP -50 PSF
3/16°TEMPERED 3/16"TEMPERED 3/16'TEMPERED
Oc' K
9 10 � � ?
26 �_;G3LASS BIITE 10 . 1LG3LASS BITE
z0 GLAZING DETAILS
1 N.T.S.
U
LL
O
weI}�e'^ .�+vo
<a: #M E
AWED W� 0
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LL
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ow
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xa U Op
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a
07-] W N-0003
CLUSTER OF (6) ANCHORS AT
TOP AND BOTTOM OF EACH
INTERLOCK/ASTRAGAL, TYPICAL.
6" MA)
15" O.C.
MAX, TYPICAL
6' MA)
DENOTES (2) ANCHORS WHEN
INSTALLED WITH 2-TRACK FRAME,
AND (3) ANCHORS WHEN
INSTALLED WITH 3-TRACK FRAME,
MAX
1� MAX,T
, TYPICAL
TYPICAL.
II
}—}6°
n
O
MAX
}—}6•
1 ANCHOR ELEVATION
Z N.T.S. EXTERIOR ELEV
ANCHOR SCHEDULE:
TO HOLLOW BLOCK OR 3192 PSI MIN
CONCRETE HOST STRUCTURE.
• 1/4" TAPCONS (ELCO OR ITW) THRU 1X OR
2X WOOD BUCKS OR DIRECTLY INTO
MASONRY/ CONCRETE WITH 1-3/4" MIN.
EMBEDMENT.
TO WOOD BUCK OR MOST STRUCTURE
(G=0.55 MIN WOOD):
• 1/4" TAPCONS (ELCO OR ITW) WITH 1-1/2'
MIN. THREAD PENETRATION.
• A14 WOOD SCREWS WITH 14/2" MIN.
THREAD PENETRATION.
• 1/4•x2" LAG SCREWS WITH 1-3/8" MIN.
THREAD PENETRATION.
ANCHOR NOTES:
1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS ANO/OR SPACING.
2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS.
3. TAPCONS MAYBE MANUFACTURED BY ELCO OR ITW.
4. ENSURE MINIMUM 2-1/2" EDGE DISTANCE FOR ALL ANCHORS INTO
CONCRETE AND INTO HOLLOW BLOCK.
S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,
ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD
(i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
6. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' G=0.55 OR
GREATER DENSITY.
7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK, AND OTHER WALL FINISHES.
B. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE
WOOD FRAMING MEMBERS, NOT INTO PLYWOOD.
11. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE EXISTING STRUCTURE.
AX a z
o O?�
MAX
jLLrN^ #m�F
a WVJ ja�U
<Zwxvx
o_ >ULL UI
.9
<� z
w7 impQ W
7W �wn3
o U3
is, D.C.
'
MAX, TYPICAL
6" MAX
lrf�ILTiIEVLSHD
rowilRwitGAeE7u1Y
Ar•��Ib -OZ 02
07-J W N-0003
RN
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL
WIDTH PER WIDTH PER
TYPICAL TYPICAL
ELEVATION ELEVATION
F E F
6 6 7
6
X 0
XO SHOWN
OX CONFIGURATION
ALSO APPROVED
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL
WIDTH PER + WIDTH PER
TYPICAL I TYPICAL
ELEVATION ELEVATION
XX CONFIGURATION
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL MAX PANEL
WIDTH PER WIDTH PER WIDTH PER
TYPICAL TYPICAL TYPICAL
ELEVATION ELEVATION ELEVATION
X
6
X
6
0
X
XXX CONFIGURATION
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL MAX PANEL
WIDTH PER + WIDTH PER WIDTH PER
TYPICAL I TYPICAL TYPICAL
ELEVATION 1 ELEVATION T ELEVATION
OXO CONFIGURATION
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAKP94EL MAXRVa MAXPANS. MAXPANL
WIDTHPEt WIUMPER WIUMPER WIDTHPER
TYPICAL � TYPICAL � TYPiCP1 � TYPICAL
HP(ATHYJ HPIATION HEVATll7N HEVATICN
E I E
7 6 6 6
00 —
6 6
0 X X 0
NOTE: SLIDING GLASS DOOR
CONFIGURATIONS MAY BE INSTALLED
WITH STANDARD OR REVERSE HANDING.
OXXO CONFIGURATION
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAXPAAE. MAXPANEL MAXPAAE. MAXPANEL MAXPANEL MAXPANEL
WIUMPER WIDTHPE2 WIDTHPER VIOMPEt WIDTHPER VMTHPER
TYPICAL TYPICN. TYPlCN. TYPIG51 TYPA7lL 7YPICAI.
flEVATlCNtHEVATI0Nt9iVATIDNtEIP/ATKNtELE/ATION EIPIATT<JN
i ALLOWABLE CONFIGURATIONS
3 N.T.S. EXTERIOR ELEV
OXXXXO CONFIGURATION
MVVX fREVISW
aw ilem4 —
U
pZ IDaNaa
<Er
J Wf11 WJ.-.O
LL WI1 5LL0; U
LL W
aZ >U w
Lu >ULL W
a Z
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wWX
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0
0
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z
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xa. E z .
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E
a
07-JWN-0003 1
9
POCKET*
Cff—_------
POCKET*
v
8
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL
WIDTH PER WIDTH PER
TYPICAL TYPICAL
ELEVATION ELEVATION
283 1/2" MAX DOOR WIDTH
49 7/16" MAX ACTIVE 49 3/4' MAX ACTIVE 49" MAX ACTIVE 49 7/16" MAX ACTIVE 49" MAX ACTIVE
PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH
(W/INTERLOCKS) (W/ASTRAGAL) (WI LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE
42 7/8' MAX 42 7/8" MAX 42 7/8' MAX 42 7/8' MAX 42 7/8' MAX
DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH
I
6
G
B,C
5
H
H
6
8,C
5
AD
5
6
A,D
5
6,7
X I X I POCKET*
PXXP CONFIGURATION
*NOTE: POCKETS SHOWN ARE
NOT PART OF THIS APPROVAL.
u
1 OPTIONAL INSTALLATION WITH POCKET
4 N.T.S. EXTERIOR ELEV
MAX OVERALL WIDTH MAX OVERALL WIDTH
PER TYPICAL ELEVATION PER TYPICAL ELEVATION
MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL
WIDTH PER WIDTH PER WIDTH PER WIDTH PER --}-WIDTH PER
TYPICAL TYPICAL TYPICAL TYPICAL I TYPICAL
ELEVATION ELEVATION ELEVATION ELEVATION I ELEVATION
-POC
PXX SHOWN PXXX SHOWN
XXP CONFIGURATION XXXP CONFIGURATION
ALSO APPROVED ALSO APPROVED
ALLOWABLE CONFIGURATIONS
C1 WITH OPTIONAL POCKET
4 N.T.S. . EXTERIOR ELEV
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MA RVEL MN(PM®. MAXPANH. MAXPMH.
WMPER WIDTHP81 WIOMPER WIDTHPa1
TYPK/LL TYPICAL 7YPIfA1 TYPICAL
HP/AT10N HEVATIDN EtEVA70DNtHP/lRIOV
a 'D cq
W�® OM
zi g W ErOn m, f
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F �
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E
a
-POCKET* I X I X I X I X I POCKET* 3
f PXXXXP CONFIGURATION 07-JWN-0003
REV® SCALE; OI
rwidodwP10t" PAGE DESCRIPTION,
4
I
s TYPICAL 2-TRACK TOP RAIL
5 N.T.S. VERT SECTION
EXISTING
EXTERIOR
FINISH BY
PERIMETER CAULK
BY OTHERS
EXTERIOR
-f-
PANEL ROLLER TRACK
UP -STANDS AND SCREEN
TRACK UP -STANDS
REMOVED 3/4" BACK FROM
EACH END OF FRAME JAMBS
TO ALLOW WEEPING
SET FRAME SILL IN BED
OF CAULK OR CONCRETE -
PERIMETER CAULK
BY OTHERS -
c TYPICAL 3-TRACK TOP RAIL
5 N.T.S. VERT SECTION
ANCHORS PER
EXISTING MIN EDGE 2-S/8" MIN. 2-5/8" MIN. ANC�SCHEDULE
EXTERIOR 1 1. NG 1
/ DISTANCE SEPARATION /SEPARATION T /
w�STRUCTURE 1/4' MAX FINISH BY
rLOAD BEARING OTHERS
1 SHIM
u „ za li PERIMETERCAUL -
i i BY OTHERS
� a
1
J
14
II
11 10
10 NOTE: SINGLE OR INSULATED GLAZING
u u e g 1z zz ACCEPTABLE FOR ALL CONGIURATIONS.
to sr SEE GLAZING DETAILS ON PAGE 1.
Ew
INTERIOR w x EXTERIOR
nO za m0
u u g a 12 m0 a 0 r
to
to g
F
la `a
11 s U 11 M m
t PANEL ROLLER TRACK
s UP -STANDS AND SCREEN
TRACK UP -STANDS
1e REMOVED 3/4- BACK FROM 14
J 6 36 EACH END OF FRAME
JAMBS TO ALLOW WEEPING
SET FRAME SILL IN BED
OF CAULK OR CONCRETE
J� is Is PERIMETER CAULK
BY OTHERS
MIN EDGE' 2-5AR MIN.- I
NG
DISTANCE SEPARATION p
EXSTING
BRACKETAT f HOST /
PANELS w/
ONLY, REF. HORIZ
SECTIONS FOR
ANCHORS PER LOCATION AND ANCHORS PER
ANCHOR SCHEDULE CALFASTENERS
PITOPAND TYANCHORSCHEDULE
BOTTOM
A TYPICAL 2-TRACK BOTTOM RAIL
5 N.T.S. VERT SECTION
1/4" MAX
r LOAD BEARING
1 SHIM
Q WE IVA �rII11WiGr
L�
0ZOQ�
w�® .+
gEED Vma�F
W (n W. p
wW LLxUm
QZuI_�J. W= X
D—rl >ULL•w
zZ.,i Za a r m� w
IF
w lll!l�ll� N 0 4
°ll i-A3�
wm Nw3
O ..
mw..
M
M1N t_ L-J SEPARATION
DISTANCE j N SEPARATION p / d
m EXISTINGHOST
.
FIXED PANELS w STRUCTURE/
ONLY, REF. S
SECTONS FOR FOR
ANCHORS PER LOCATION AND . ANCHORS PER Q
ANCHOR SCHEDULE T)RI TOP AAND ANCHOR SCHEDULE m
BOTTOM c
TYPICAL 3-TRACK BOTTOM RAIL a '
NOTE: REFERENCE ANCHOR SCHEDULE AND $ N.T.S. VERT SECTION 07-JWN-0003
ANCHOR NOTES FOR MINIMUM REQUIRED rsonucr».y SCALE: - O]
ANCHOR EMBEDMENiS AND EDGE DISTANCES. w PAGE DESCRIPTION:
5
EXISRNI
FINISH BY OTHERS
1/4' MAX
LOAD BEARING INTERIOR
SHIM
E \ FIXED PANEL STILE
F / N.T.S. HORIZ SECTION
�/ NOTE: SINGLE OR INSULATED GLAZING
ACCEPTABLE FOR ALL CONGIURATIONS.
SEE GLAZING DETAILS ON PAGE 1.
EXTERIOR
H INTERLOCK
6 N.T.S. HORIZ SECTION .
G INTERLOCK
N.T.S. HORIZ SECTION
NOTE: REFERENCE ANCHOR SCHEDULE AND
ANCHOR NOTES FOR MINIMUM REQUIRED
ANCHOR EMBEDMENTS AND EDGE
DISTANCES, UNLESS OTHERWISE NOTED.
14 EXTERIOR 14
i ASTRAGAL
N.T.S. HORIZ SECTION
1/4' MAX
LOAD BEARING-{ t
SHIM I I
1) FIXED PANEL
C P AT HEAD AND
SILL, LOCATED 6'
FROM IAMBS
(7yPICAL FOR
FIXED PANELS)-,
FDCED PANEL
/
F LOCKSTILE
6 • N.T.S. HORIZ SECTION
ANY ANCHOR PER ANCHOR HO
SCHEDULE. PAIRS OFANCHORS STI
SPACED 6' FROM HEAD AND EN
SILL, WITH THE BALANCE AT
15' O.C. MAX. ANCHOR
SEPARATION AND MIN. EDGE
DISTANCE AS SHOWN. /
INTERIOR
I EXTERIOR
END LOCK
N.T.S. HORIZ SECTION
i PER
SCHEDULE
0.
07-JWN-0003
-reaarrrxE.Tlm wue: 01
ri0����ri�l(d PAGE DESMPTION:
s,
n�eaaar o
1/4" MAX
i }-LOAD BEARING
SHIM
FIXED PANEL STILE WITH
QOPTIONAL 3-TRACK FRAME
7 N.T.S. HORIZ SECTION
NOTE: SINGLE OR INSULATED GLAZING
ACCEPTABLE FOR ALL CONGIURATIONS.
SEE GLAZING DETAILS ON PAGE 1.
INTERLOCK
7 N.T.S. HORIZ SECTION
INTERIOR
NOTE: REFERENCE ANCHOR SCHEDULE AND
ANCHOR NOTES FOR MINIMUM REQUIRED
ANCHOR EMBEDMENTS AND EDGE DISTANCES.
INTERLOCK
7 N.T.S. HORIZ SECTION
1/4" MAX
LOAD BEARING J }-
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PER
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ASSEMBLY DETAIL
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PAGE OESMMON4
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1 ] 5.915" ' 41.376'
0.250 T 0.078°
RACK FRAME HEAD
3° - 1'-0"
MATERIALS LIST
5.993"-4 2.000'
L,"O.A0781'
Il
TRACK FRAME SILL
LTEM
PART0
DESCRIPTION
MATERULL
REMARKS
1
682DHD
2-Track Frame Head
6063-T8
2
602DTRK
2-Trerk Frame Track
6063-T6
3
(' 4
68TPR
Panel Tap Ran3,�
f 5
69BRM
Panel Bottom Ran
6083•T6
= 6
68BM
Bottom Ran insert
6063-T6
7
68FPBKT
Fbu;d Panel Bracket
6063-TB
j 8
66SGLBD
Single Glaze Beading-HonzonW
6063-Te
i 9
68LBULB
Lsrge Glazing Writ Bulb
VINYLf
10
66SBUL8
Small Glazing Vkkyl BWD
VINYL
11
995 Glazing Canpound
SILICONE
BY DOW CORNING
12
3I76'.Temp Glass--a1mk:
13
1.187 Fin Sea]W1SRpphV
NYLON
14
.8 an Assembly
B3-T B
6063-T
15
68VNFLP
VIn BOQam Rail Fiap Seal
VYL
16
68EIL
Panel Extedor Intedoc k
60g3-Tg
17
6811L
Panel Interior Interlock
6063T8
18
Panel-r-sembry
SS
19
7 16' SOP Impact Glass
LAMINATED BY CARDINAL
20
681GB
Insulated Glare Beatlbg - HWmntal
6063-TS
21
22
i
LAMINATED BYCARDINAL
23
Panel Top Guides
NYLON
24
682DJMB
2-Track Frame Jamb
6063-T8
25
S8LK8
Panel Stllell-ka0le
6053.16
26
6aSGLBD
Sngle Glaze Beading-VerUcel
6083-T6
27
28
Mortise LockseUDeadifficb
SS
BY TRUTH HARDWARE, ING.
29
JambLook Keeper
SS
BY TRLrIH HARDWARE, WC.
30
88ASTR
Panel Astragei
8083-T6
31
68SCA
Screen Jamb
6083•TB
32
C.R.S. Steel Relnibmamenl
STEEL
33
Frame Fastener 9W PPH Slg
gS
34
To Re0 Fastener p10x1 PPH SIS
SS
35
Bottom Ralf Fastener tmrt PPH S/S
SS
36
Rdler Fasmner (tl1f420x.750 MIS SIS
SS
37
Fxd PN BId Fstnr(M- PPH Tk SIg)
SS
38
Fxd PN Bld Feu tim0x1•Pow Tk SIS
SS
39
Sozn Jb Fastener g8lLV8 PPH Tk SI3
SS
40
68SULS
1 VNYI Bdb Seal
VINYL
41
68DUSTPD
Dust Pad 2.12"x2'x3/4'
NYLON
42
663DHD
3•Tmdk Frame Head
606346
43
603MJ13
3-Track Frame Jamb
6063-T6
44
6830TRK
3-Track Fmme Slil
6063-TO
45
68HKSTP
Pocket Door Hookg dp
6063-76
46
68GASTL
Coxrrer Gasket Top Left
FOAM
47
68GASTR
Comer Gasket Top Rig 1
FOAM
48
6aGASBL
Comer Gasket Bottom Left
FOAM
49
68GMBR
Comer Gasket U.=n mghi
FOAM
50
270 x .187 F. Seal W/Sbtpp--
61
0.437xl.375W.500 Fin Seal Dust Pad
NYLON
62
68GASTL-3
Comer Gasket Top 3-Tk
FOAM
53
68OASTR-3
Comer esker Top Right 3-T
FOB .
54
61GASBL3
Cemar Gasket 8otlom Len 3-Trk
FOAM
55
88GASBR3
Comer Gasket Bottrm Right 3-Tk
FOAM
56
PoclmtlLOdk Cary UH
NYLON
67
Pocket !Lock Cover R(H
NYLON
Tr2.053"
0.078° I
1.152' t-t-llll.-438'
TOP RAIL
4 s• =1'-0°
�-2.220•4 438'
0.062'
. f---3.121'--f-4
BOTTOM RAIL
5 3. = 1'-0-
0,702"
0.07� $ '887"
0.2. 7;4
1.288"- --}
6 BOTTOM RAIL INSERT
0.648"i--f 1.001"
0.062"
1-41.276"
SINGLE GLAZE BEADGLAZE BEAD
G� 3" = 1'_0'
2.SS1"1
0.998° k`"r 0.078 .125"
.907"
-- 2.691"
INTERIOR INTERLOCK
17 3" = 1'-0"
1 5.837'
1tI 0.062 1
1.242"J 1 0.380'7
2-TRACK FRAME JAMB
GY 3• = 1'-0'
'1-3.617°4 2.089"
r4lttt'yYf�r/YW
0 1IbQB- 2/,0
0.078"p
v
9)
LL�I
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30 ASTRAGAL
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I II 0.090
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�1.198"
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0.854"�
3.lOD'
POCKET
gHOOK STRIP
4 $ 3" = 1'-0"
TZ0.00990-
�0.746'.3.500
1.273'
FIXED PANEL BRACKET
7 3-- 1._0.
0.078 N
N
N
0.907• EXTERIOR INTERLOCK
INTERLOCK
16 3• - 1'-O'
001'
0.062"
1.276"j
INSULATED GLAZE BEAD
20 3• = 1'-0'
}-2.875-f
0.062•
1.578" i}1.875'
25 LJ LOCKSTILE/FIXED STILE
424"
0.062'-�
0.862° 1.843-
SCREEN JAMB/ADAPTER
31 3• = 1'-0"
{ 8.702" -{� 376"
0.250°7 0.090"
4�-TRACK FRAME HEAD -TRACK FRAME HEAD
YL
000"
0.250'1I
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9
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MIAMI•DiADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE I
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-I563
(305) 375-2901 FAX (305) 372-6339
Jeld-Wen, Inc.
3737 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the u o tdion 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 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 the High Velocity Hurricane Zone.
DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.I. & S.M.I.
APPROVAL DOCUMENT: Drawing No. 10-JWN-0001, titled "Clipped Aluminum Tube Mullion",
sheets 1 through 6 of 6, dated 03/09/10, with last revision dated 08/10/10, prepared by Engineering Express,
signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Approval
stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name:
Jeld-Wen, Inc.
355 Center Court
Venice, Florida 34285
and the following statement: "Miami -Dade County Product Control Approved".
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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 10-0406.03
MAMIDADE COUNTY= ARVEY E. KOEHNEN Exph ation Date: September 22, 2015
- "' • fessional Engineer 32831 App roval Date: September 22, 2010
7206 Elyse Circle Page 1
V9j> �o�daSt. Lucie, FL 34952-3212
(772) 489-3035 fax
Jeld-Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 10-JWN-0001, titled "Clipped Aluminum Tube Mullion", sheets 1 through 6
of 6, dated 03/09/10, with last revision dated 08/10/10, prepared by Engineering Express,
signed and sealed by Frank L. Bennardo, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Jeld-Wen Premium
Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion,
prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-
3383-2, dated 10/22/07, signed and sealed by Gerard J. Ferrara, P.E.
2. 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
along with marked -up drawings and installation diagram of Jeld-Wen Premium
Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion,
prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-
3383-2A, dated 06/28/10, signed and sealed by Gerard J. Ferrara, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Engineering Express, dated 03/30/10, signed and sealed by Frank L.
Bennardo, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of 2007 FBC conformance, issued by Engineering Express, dated
March 25, 2010, signed and sealed by Frank L. Bennardo, P.E.
2. Statement letter of no financial interest, issued by Engineering Express, dated March
25, 2010, signed and sealed by Frank L. Bennardo, P.E.
A ' 3o t0
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0406.03
Expiration Date: September 22, 2015
E-1 Approval Date: September 22, 2010
CLIPPED ALUMINUM TUBE MULLION
LARGE AND SMALL MISSILE IMPACT RESISTANT
NOTE: MULLION DESIGNATIONS (MULLION 'A', MULLION 'B' AND MULLION'C)
PROVIDED IN DETAILS 1/1, 2/1, AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN
FENESTRATION PROD IN THE ABOVE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
PER SEPARATE APPROVUCiAL // 3
MULLION "B. i
MULLION .c� MULLION OP.
—I
I I rr SUBSTRATE
FENESTRATION
PRODUCT PER
FENESTRATION
PRODUCT PER
FENESTRATION
PRODUCTPER
iv
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
°
3
SEPARATE
SEPARATE
SEPARATE
4 5 1 2
4 5 1 2
APPROVAL
APPROVAL
APPROVAL
3 4
3 4
43 i4/
3
MULLION"A"
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
�—"W3°
•W4"
°WS'�
NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH
TRANSOM MAY BE UNLIMITED, PROVIDED THAT MULLION
LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS
SHALL BE PER SEPARATE APPROVAL.
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED
FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOWS:
4.1. MULLION "A":
4.1.1. MULLION SPAN = Ll
4.1.2. TRIBUTARY WIDTH = (Wl + W2) / 2
4.2. MULLION •B"
4.2.1. MULLION SPAN = L2
4.2.2. TRIBUTARY WIDTH = (W3 + W4) / 2
4.3. MULLION "C"
4.3.1. MULLION SPAN = L2
4.3.2. TRIBUTARY WIDTH = (W4 + WS) / 2
MULLIONED FENESTRATION
1 PRODUCTS WITH TRANSOM
1 N.T.S. EXTERIOR ELEV.
GENERAL NOTES
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE
MULLIONED TOGETHER AS SHOWN, PROVIDED THAT
MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS
SHALL BE PER SEPARATE APPROVAL.
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED
FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOW:
4.1. MULLION *A':
4.1.1. MULLION SPAN = Ll
4.1.2. TRIBUTARY WIDTH = (Wl + W2) / 2
FENESTRATION PRODUCTS
z MULLIONED VERTICALLY
1 N.T.S. EXTERIOR ELEV.
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN
ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, FOR USE WITHIN
AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 /
203 AND THE 2005 ALUMINUM DESIGN MANUAL.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN
USED FOR WOOD ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 105-SPECIFIC
BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONIUNCTION WITH THIS DOCUMENT.
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY
OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE
EXISTING STRUCTURE.
6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED
OTHERWISE.
as t�� 2
3 4
MULLION "A°
MULLION OR
SUBSTRATE
FENESTRATION
FENESTRATION
PRODUCTPER
PRODUCTPER
SEPARATE
SEPARATE
APPROVAL
APPROVAL
45 12
\� 3 4
\
\�
111
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE
MULLIONED TOGETHER AS SHOWN, PROVIDED THAT
MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS
SHALL BE PER SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED
FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOW:
4.1. MULLION"A':
4.1.1. MULLION SPAN = Ll
4.1.2. TRIBUTARY WIDTH = (Wl + W2) 12
3 MULLIONED OHOINL PRODUCTS
1 N.T.S. EXTERIOR ELEV.
7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS
SHALL MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD
RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC.
S. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD
CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR
HORIZONTALLY AS APPLICABLE.
9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS.
10. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE" G=0.55 OR
GREATER DENSITY.
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK, AND OTHER WALL FINISHES.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.
VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH
THESE MULLIONS.
13. MULLIONS SHOWN HEREIN MAY BE USED IN LARGE MISSILE IMPACT,
SMALL MISSILE IMPACT, AND NON -IMPACT APPLICATIONS.
14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR
PLATED.
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NOMI .as PAGE DESCRIPTION•
bBmi - Carld .
h
FRANK L BENNARDO, P.ET
E0145549 -'
�c0 4.388°
1.617" ��II III ,III� fQUZm
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ANCHOR LOCATION, ri r4 O gyg
TYPICAL to 1.375' 0.312' a
a
Ix = 0.951nA4
Sx = 0.631nA4 O i5.500"�
0.7 .4
3 1"X3" MULLION NOTE;'GOAL-POST CLIP SHALL NOT BE 3.000° 0.438° LOCATION ANCHOR 0.438°
S 1 6' = -0° 6063-T6 ALUM. USED FOR ANCHORAGE TO CONCRETE O O TYPICAL
z u
1'
OR HOLLOW CONCRETE BLOCK. O a
'GOAL -POST' CLIP 1'250•� �o �o Z� N q Eti
W
6' = V.O. 6063-T6 ALUM. OLL aLL O N , m a
" n Ong O inE Omrn ��O
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�1•� LOCATION, ri x m x " 0 r z z "
0.110" TfPICAL7 W w j � z
d/m O aw
a-4.340'� O 0 O F a
ANCHOR LOCATION, 0.43E a i o
0.290'4-4 TMPI� 0.315' }-4-0.2901
d.Q
F- N 3.000 0.438" ANCHOR 0.438" O g £
°v 0.125' c 00.310 R0.124" -j- LOCATION,
TYPICAL
0.485" m O O z z
R 1.250°4 c 0 c O
? O I ANCHOR
1
LOCATION, 0
a n N S n N F �" '
1.6�}- 85°�.970"1.685 _
a "•� TYPICAL'
4
.340 n x
NOTE: 'GOAL -POST CLIP SHALL NOT BE O
Ix = 2.041n-4 USED FOR ANCHORAGE TO CONCRETE
i Sx = 1.02 inA4 OR HOLLOW CONCRETE BLOCK. x
rx4' MULLION ;COAL -POST' CLIP PLATE n T-CLIP c C-CLIP
r 2 Y 6° = 1'-0" 6063-T6 ALUM. 6" = 1'-0" 6063-T6 ALUM. 6 6" = 1'-0' 6063-T6 ALUM.
6 1'-O' 6063-T6 ALUM.
Approwdsouftda 10-JWN-0001
Fknda BuO:: - 01
I M Z !D 7 Efi% DESCR MON:
Flisw amlai
1"x3" OR 1"x4'
MULLION
1
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
1"x3' OR 1"x4"
#10 FLATHEAD
SDS, (4) PER CLIP
TYPICAL ATTACHMENT AT
3 1 MULLION INTERSECTION W C-CLIP
3 N.T.S. VERT SECTION
E
ANCHORS
PER ANCHOR
SCHEDULE,
(4) PER CLIP
1"x3' OR 1"x4'
MULLION
#10 FLATHEAD
SDS, (4) PER CLIP
TYPICAL ATTACHMENT
a WITH T-CLIP
3 N.T.S. SECTION
#10 SMS OR SDS WITH FULL
THREAD PENETRATION INTO
MULLION, (2) PER CLIP
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CLIP PLATE (PART #4)
ANY ANCHORS FROM
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1 2
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BUCKS OR DIRECTLY INTO MASONRY/
CONCRETE WITH 1-1/4" MIN EMBED.
TO WOOD BUCK OR HOST STRUCTURE
(G=0.55 MIN WOOD):
• #10 WOOD SCREWS WITH 1-1/2' MIN.
THREAD PENETRATION.
TO 1/8- MINIMUM 6063-TS ALUMINUM OR
STEEL HOST STRUCTURE:
• #10 316 STAINLESS STEEL SHEET METAL
SCREWS OR SELF DRILLING SCREWS WITH
FULL THREAD PENETRATION THROUGH
HOST STRUCTURE.
ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
2. ENSURE MINIMUM 2-5/8' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK.
3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER
OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD
FRAMING)..
4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2'.
S. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE' G=0.55 OR GREATER DENSITY.
6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE
CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL
BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT
CONTROL DIVISION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE
THE HVHZ, THE BUILDING OFFICIAL MAY.REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE
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7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY
THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD.
B. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE EXISTING STRUCTURE.
9. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
'GOAL -POST CLIP AND CLIP PLATE.
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SYSTEM IN POUNDS PER SQUARE FOOT (PSF).
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SPAN
TRIBUTARY WIDTH
18' 21" 24' 2T' 30' 33' 38• 39' 4Y 4S
48'
S3'
108'
27.5
23.6
20.6
18.3
16.5
15.0
13.0
127
11.8
11.0
10.3
100'
328
28.1
24.6
21.8
19.7
179
16.4
15.1
14.0
13.1
123
11.7
96'
37.0
31.7
27.8
24.7
222
202
18.5
17.1
� 15.9
14.8
13.9
126
90'
44.9
38,5
33.7
30.0
27.0
24.5
225
20.7
19.3
1&0
16,9
15.3
86•
51.5
44.1
38.6
34.3
30.9
28.1
25.8
238
22.1
20.6
19.3
17.5
B4'
55.3
47A
41S
38.8
332
30.1
27.6
25S
23.7
22.1
20.7
18.8
80'
64.0
54.8
48A
42.7
38.4
34.9
320
29.5
27.4
25.6
24.0
21.7
78•
89.0
582
51.8
48.0
41.4
37.7
34.5
31.9
29.8
27.8
25.8
23.4
76•
74.8
64.0
56.0
49.7
44.8
40.7
37.3
34.4
320
29.8
28.0
25.3
7Y
75.0
76.0
86.8
SBS
52.7
47.9
43.9
40.5
37.8
35.1
329
29.8
88'
75.0
75.0
75.0
75.0
88.4
62.1
57.0
528
48.8
46.6
42.7
80'
750
75.0
75.0
75.0
75.0
75.0
76.0
70.0
66.D
60.7
56.9
54'
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
726
68.1
n69.4
50.6"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
76.0
72.7
48'
75.0
76.0
75.0
75.0
75.0
75.0
76.0
75.0
75.0
75.0
75.0
4Y
75.0
7S0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
38.4°
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
76.0
36'
75.0
75.0
75.0
75.0
75.0
75A
75.0
75.0
75.0
75.0
75.0
75.0
30"
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
24'
76.0
76.0
76.0
76A
76.0
76.0
75.0
76.0
75.0
75.0
75.0
75.0
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ION TRIBUTARY WIDTH
SPAN 18" 21' 24' 27' 30' 33" 38' 39" 4Y 45° 48' S3"
108' 27.5 F
20.6 18.3 18.5 15.0 13.8 12.7 11.8 11.0 10.3
100" 328 24S 21.8 19.7 17.9 18.4 t5.1 14.0 13.1 123 11.1
88' 37.0 278 24.7 222 20.2 18.6 17.7 16.9 148 13.9 12.8
90• 44.9 33.7 30.0 27.0 24.6 22S 20.7 19.3 18.0 76.9 15.3
BB° 51.5 38.8 34.3 30.8 28.1 258 238 22.1 20.8 18.3 17S84°56.3 41.5 36.8 332 30.1 27.6 25.5 23.7 22720.7 18.8
80°84.0 48.0 42.7 38.4 34.9 32.0 29.5 27.4 25.8 24.0 21.778°66.0 48.5 44.0 38.8 36.0 33.0 30.5 28.3 26.4 24.8 T2A78"87.8 50.8 462 40.7 37.0 339 31.3 29.0 27.1 25.4 23.0
7Y 71.5 53.7 47.7 429 39.0 35.8 33.0 30.7 28.6 26.8 24.3
88" 75.0 88.9 68.6 b2.0 488 428 39.0 38.0 33.4 371 29.3 28.5
60" 75.0 73.8 64.4 572 51S 46.8 429 38.6 36.8 34.3 322 29.2
64" 75.0 75.0 71.5 83.8 672 52.0 47.7 44.0 40.8 382 36.fl 32.4
50.8° 75.0 75.0 75.0 879 81.1 55.5 50.9 47.0 43.8 40.7 38.2 34.6
48" 75.D 76.0 75.0 71.5 84.4 68S 53.7 49.5 48.0 42.9 402 38.4
4Y 75.0 76.0 76.0 76.0 73.6 66.9 81.3 56.6 52.6 49.1 48.0 41.6
38.4' 75.0 75.0 75.0 75.0 75.0 732 87.1 619 67.6 53.7 50.3 46.6
36' 75.0 76.0 75.0 75.0 76.0 75.0 71.5 66.0 81.3 572 63.7 48.8
30' 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 73.8 88.7 64.4 58.3
24° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 729
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MIAMI2 M1Yi! MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/buildin code
Jeld-Wen, Inc. (OR)
3737 Lakeport Boulevard
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations go ` g 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 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 the High Velocity Hurricane Zone.
DESCRIPTION: Series 6'8" W/ E Outswing Glazed Steel Door w/Full Glazed Panel Sidelites - N.I.
APPROVAL DOCUMENT: Drawing No. S-2130, titled Series "Wood Edge Glazed Non -Impact Double
Door w/ Y-0" Non -Impact Sidelites Up To 12' x 6'-8"Outswing", sheets 1 through 6 of 6, dated 12/10/2001
with revision D dated 06/25/2007, prepared by PTC, I.LC., signed and sealed by Eric S. Nielsen, 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.
MISSILE IMPACT RATING: None Impact Resistant
LABELING: Each 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.
REVISION 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. Iff any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 02-1211.15 and consists of this page 1 and evidence pages E-1 and E-
2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
z
Y�
NOA No. 07-0801.04
Expiration Date: August 22, 2012
Approval Date: November 22, 2007
Page 1
Jeld-Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. S-2130, titled Series "Wood Edge Glazed Non -Impact Double Door w/
3'-0" Non -Impact Sidelites Up To 12' x 6'-8"Outswing", sheets 1 through 6 of 6,
dated 12/10/2001 with revision D dated 06/25/2007, prepared by PTC, LLC., signed
and sealed by Eric S. Nielsen, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, PA 202-94
2) Uniform Static Air Pressure Test, Loading PA 202-94
3) Water Resistance Test, PA 202-94
4) Large Missile Impact Test, PA 201-94
5) Cyclic Wind Pressure Loading, PA 203-94
6) Forced Entry Test, PA 202-94
along with marked -up drawings and installation diagram of DoorCraft Out -swing/ In-
swing Wood Edge Full Lite Steel Door, prepared by Certified Testing Laboratories,
Test Report No. CTLA 718WB, dated 10/27/2001, signed and sealed by Ramesh C.
Patel, P.E.
(Submitted under NOA# 02-1211.15)
2. Test reports on:
1) Tensile Test, ASTM D 638-03
along with marked -up drawings and installation diagram, prepared by Certified
Testing Laboratories, Test Report No. CTLA 1078H, dated 10/24/2002, signed and
sealed by Ramesh C. Patel, P.E.
(Submitted under NOA# 02-1211.15)
3. Test reports on: 1) Surface Burning Characteristics of Building Materials,
ASTM D 1929-91
2) Test Method for Ignition Properties of Plastics, Procedure B, Short
Method, ASTM D 2843-99
along with marked -up drawings and installation diagram, prepared by ETC
Laboratories, Inc., Test Report No. ITS J99006660-001, dated 04/08/1999, signed and
sealed by Douglas Tucker, P.E.
(Submitted under NOA# 02-1211.15)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004,
prepared by PTC, LLC, dated 07/17/2007, signed and sealed by Eric S. Nielsen, P.E.
Complies with ASTM E1300-02
Jaime D. Gascon, P.E_
Chief, Product Control Division
NOA No. 07-0801.04
Expiration Date: August 22, 2012
Approval Date: November 22, 2007
E-1
Jeld-Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance, no financial interest and independence by PTC, LLC,
dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E.
2. Laboratory amendment letter to Test Report no. CTLA 1078H issued by Certified
Testing Laboratories, dated 04/10/2002, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA# 02-1211.15)
G. OTHER
1. Notice of Acceptance No. 02-1211.15, issued to Jeld-Wen, Inc. (OR) for their Series
"Jeld-Wen 12'-0" x 6'8" W/ E Outswing Glazed Steel Door w/Full Glazed Panel
Sidelites - N.I., approved on 01/30/2003 and expiring on 08/24/2007.
Jaime D. Gascon, P.E.
Chief, Product Control Division
NOA No. 07.0801.04
Expiration Date: August 22, 2012
Approval Date: November 22, 2007
E-2
JELBrWEN® Steel
rr-0•xerxnao anawevnccA�os�srau�ms>� � r
ao�wim>mxryr-0•ti�amncr
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA
BUILDING CODES (W/ 2005 do 2006 SUPPLEMENTS)
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER
ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATING.
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MIAMI—DADE
COUNTY. SEE THE DESIGN PRESSURE CHART BELOW.
6. MIAMI—DADE APPROVED IMPACT RESISTANT SHUTTERS ARE
REQUIRED FOR DOORS AND SIDELITES.
(Common to all frame conditions)
Door Leaf Construction:
Face sheets: 24 ga. (0.020) minimum thickness, Galvanized steel
A-525 commercial quality — AKDQ per ASTM 620 with yield strength
Fy(ave.)=49,200 psi.
Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density,
by Jeld—Wen, Inc.
Panel Construction: The active and inactive panels are constructed form 24GA.
(0.020' min.) galvanized steel. The face sheet top and bottoms are bent 90' over
the top and bottom rails. The top rail consists of LVL measuring 1.67" wide x 1.0'
thick with a piece of 3/4' P.F.B. in each corner. The bottom rail is either wood
measuring 1.67' wide x 1.21' high or roll formed 0.021' galvanized steel measuring
1.67" wide x 1.21' high. The sides of the face sheet are roll formed into the LVL
latch stile and Ponderosa Pine hinge stile which measure 1.67' wide x 1.0' high.
The interior cavity is filled with polystyrene. The face sheet is glued to the
polystyrene.
Sash Construction: The sash is constructed from 24CA. (0.020' min.) galvanized
steel. The edges of the face sheet are bent 90' over the polystyrene core and
glued to it. The sashes -are routed to receive the ODL (Spartech Polycom PP5530
C13) or Trinity lite frame. The units are glazed with .125", .50" or 1.0' tempered
glass. The tite frames are wet glazed on the exterior.
Erome Construction: The frames are constructed from Ponderosa Pine jambs
measuring 1.25' wide x 4.5625' deep. The head jambs are mortised and butt
Joined to the side iambs and attached with (3) 16GA. 2' x 7/16' crown wire
staples. The units use a high dam bump face threshold. The threshold is attached
PRODUCT RENEWED
.—plyin_ with the Florida
R'didin3 Code
Acceptance lvo0
Expiration Due
By
Miam ade Product Control
Division
81.25" MAX.
JERALL HEIGHT
136.625° MAX. mM. „",mom ,•'V,,,
37.5" MAX. O.A. O.A. PANEL 36" MAX. O.A. 36" MAX. O.A.
FRAME WIDTH WIDTH PANEL WIDTH PANEL WIDTH
W/ASTRAGAL
1
80.' MAX. SIDI
PANEL HEIGI
'021.125"
'021.125"
X
Ar
MAX.
MAX.
D.L.O.
D.L.O.
D
XIDTH
WIDTH
INACTIVE
ACTIVE
3
80.0"
MAX.
® E
"
CA.
DOOR
3
3
63.12 MAX.
PANEL
HEIGHT
C
0
D.LO. EIGHT
3
,/`
,Or
SEE DETAIL A _V LA B
SHT.3 2 2
TESTED OUTSWING ELEVATION
VIEWED FROM INTERIOR
(OXXO)
TABLE 1
DESIGN PRESSURE RATING WHERE WATER
INFILTRATION REQUIREMENT IS NEEDED
UNIT TYPE
I WITH SURFACE BOLTS
DBL W/SL (IMPERIAL ASTRAGAL) (0)0(0)
+65.Opsf—65.Opsf
gi
:UTE
IT
w'
`
rase. sn S. S
oa�nwc ta.:
Pr_ 11C
5-2130
m',' nt. wl=
sNEEr 1 aF
U
PRODUCI'lZFNEWED
CONCRETE/MASONRY 31 CONCRETE/MASONRY as ccmp!yiv.3 with the Florida
BY OTHERS 25 BY OTHERS 31 Building rud:
1.50" MIN
Acceptance
EM 1.50" MIN. dan Date �.,
19 m 19
0.25"
Miami ade Product Control
MAX. ani a'. ".�, Co..,
0.25" MAX
SHIM 20 SHIM 20 Division
2 T S NOTE 3 JWL MGM
4 S 3 1 IF.A".m STEEL
S� THX 24GL C,020
2 FH@QN JUNEW FIWJ wow
7 SEE DETAIL 2 3 0 OHOEROSA FINGER JONTED PDRU wow
SEE DETAIL 5-�' — JM . 4 9116- PONMROM 4 �1/4 wow
SHE 4 1 SHE 4 11 5 4" 4'
Ott,9 6 D x 11 PFH WOOD SCREW (FUNW TO DOOR)
39 7 DOOR LATCH LA SEE STILE LK
10 17 a SURFACE DOLT SPACER (BY WS) ym
0' 1 SURFACE 9OLT STIMONO PLATE MY M) Sm
8 1. 75" MIN. I I COMPRESSWI WFATHE161W FOAM
PANEL THK. 1.75' MIN. 11 1 SIDEM WOOD TOP PAL
PANEL THK. 38 49 12= 1 DOOR AND SWUM PANEL. *= BOMM RAIL. WOOD
WOOD
28• 5. DOOR Ass a smanr PANEL. WOW SIDE STILE wow
14 110 x _I 3/4' PFN WWD SCREW STEEL.
3 40 SEE NOTE 2 SEE NO 15 wow um BLOCK WOOO__
40 HIGH CAM 3 AUAL
SHT. 3 Z SHT. orFWrlomHousrrrzENEM.- mum gr jall-om Fw-
1. WOOD MULLION CAP MIM- LONG) VA)DO
SEE GLAZING SEE GLAZING ID z, wooD sue BUCK WOOO -1 :M.
20 SHIM (, MAXTHX HIGH DENSITY FLAsnc OR GREATER) 110
DETAILS FOR DETAILS FOR 4w - E
25' 21 K*WW SERiEs KNO
CLASS 774K. GLASS THK.
22 XWNXET TRAN 700 Salim Owlixf (NOT Now) I x
SHE 5 SHT. 5 23 16OA. a%M) TRIM NXL t, L SIM-
81.25" MAX. O.A. INTMOR 80.0" MAX. O.A. 24 FLATHFAV WOW SCREW SYM 1-k
FRAME HEIGHT 23 !x 22*fp/M2LWLL FLATlWAO WOW SCREW STEEL w
PANEL HEIGHT to m
80.0- MAX O.A. 6L
27 .3 �NaW TAMN ANCHOR W1 IM' MIN. DOED,
375 PANEL HEIGHT 28 rVES SURFACE JXXT STEEL
;1 81.25" MAX. O.A. 29 SWONE �M�WR—E�— SIUCONE
52 FRAME HEIGHT 30 GiLUMM COMPMOUMND ur OM2 503 11 110 WO" WMATION 50" W 1-10-
SEE NO 32 1 a mwrER M ww
2. SHT. NOTE
52 3$. 1 y /4-29 SEX �90 01/4-20 FEMALE END rr f 3/4' L.
SEE NO
Z SHT.
SEE NOTE 3
SHT. 3
76 SEE DETAIL 5-
SHT. 4
3
CONCRETE/MASONRY •co
1.25 MIN. BY OTHERS BY
EMS. 1.25 MIN.
2.50" MIN. EMB. 2.50' MIN.
EDGE DIST. EDGE DIST
VERTICAL SECTION n VERTICAL SECTION
W
DOOR PANEL T JOELITE SASH
1`11.1d. P. F No.
1323 50"0 NTS
tHY mi
NOW cmc LTr. S. Suffell
DRAWING NO-
151= Sb-L Sub C25 5-2130
n.ift 3m Im ua
FWE C.Ufb&A ( A.0101hd. 2=9
N0. 25M I P-
CONCRETE/
BY OTHERS
1.50' MIN,SEE
NOTE 5
J2 ON THIS SHT.
EMB.
4 SEE NOTE 3
47 ON THIS SHT.
°
1.75' NA1t'.
'
29 PANEL THK. J8 3
. D
EXTERIO
SEE GLAZING SEE GLAZING
7 DETAILS FOR DETAILS FOR
° •
GLASS THK. GLASS THY
13 17
•
SHT. 5 SHT. 5
•
� 40 NOTE 2
ON THIS SHT. SEE 2 1
NOTE
-a`ON THIS SHT.
SEE DETAIL 3
sHr. 4 MTERI
SECTION
AT SIDELITE TO BUCK, TYP.
ASTRAGAL RETAINER BOLTS (2) ALUIL RE AWW USE
BOLTS TOTAL (1) 9.0' O TOP 1.0' • 4S' x 05w
& (1) 9.0' L O BOTTOM
r =
r1.75' MIN.
PANEL THK.
SEE GTE 2
ON THIS SHT.
3 VIMSECTION
ASTRAGAL
CLASS THY
SHT. 5
.@SEE NOTE 2
ON THIS SHT.
_ 9 .,
Illi `' II � � y.1li'fJ
Adl n • F
23 SEE NOTE 6
PRODUCT RENEWED
1 B 5
ON THIS SHT.
SEE NOTE 3
18 ON THIS SHT.
as complying with life Florida
Building Code
Acceplanec No0 O
32 /�4D
Expiratio Date
17 6
Hr .
13
13 39 38
Mi ode Product Control
Division
. .
'`; f
tit''�2f'
.;lr Ha
SEE GLAZING m
DETAILS FOR
1 10
37
GLASS THK.
SHT. s
*))SEE
NOTE 2 -6
1NTEBIQB
SEE NOTE 4 5
ON
29
THIS SHT. 4
ON THIS SHT.
14
4
SEC
AT SIDELRE TO HINGE TYP.Zto
,IAMB,
y�
NOTES:
neg�o�x
m �
SPACIG FOR REM 144, THE (14) #1a x 1' PFN SCREW ATTACHING THE IMPERIAL ASTRAGAL TO
THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0'. 2.5'. 4.0. 5.5.
c�•�FO
oil
13.01. 18.0' & 26.0t
y� C
2. SPACING FOR REM f40, THE 18 x 1 1/2' PL49CREW IS AS FOLLOWS; TOP BOTTOM; (2)
Wy
1 _
SCREWS 3.0'IN FROM EACH HORIZONTAL CORNER AND ONE IN THE CENTER. FROM THE TOP OFI�f�
THE FRAME DOWN ON THE SIDES; 3.0',. 13.0', 26.0; 39.0. sze & 63.0'.
3. SPACING FOR ITEM f47. THIN BRAD TRIM MAIL 3/4' L ATTACHING THE QUARTER ROUND TO THE
$
SIDELTE IS AS FOLLOWS; TOP & BOTTOM; 1.25'IN FROM EACH HORIZONTAL CORNER WITH (1)
n
MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON
THE FIELD.
I '
4. SPACING FOR ITEM 125. THE f8 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER
IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED,
A TOTAL OF (8) SCREWS PER EACH VERTICAL MULLION.
5. THE SIDEUTE IS SECURED INTO THE SIDEUTE JAMB WITH SILICONE CAULK ON THREE -
SIDES & 3/8' x 318' QUARTER ROUND SIDET.TE STOPS & BRAD TRIM NAIL x 3/4' L
6. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFORCEMENT WITH ITEM f23 A 1'
TRIM NAIL SPACED A MAX OF 12' ON CENTER.
7. THE SPACING FOR ITEM f53 THE 16 x 1 1/2' PANHE 0 SCREW IN THE TRINITY LITE FRAME IS
AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 3.25 , 10.625', 1&0625 . 25.4375',
1y
40.1875 , 47.625, 55'. & 62.375'. AT THE TOP AND BOTTOM FROM RIGHT TO LEFT (3) AT
3.25', 11.875' AND 20.5.
S. USE ITEM 131 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD AND JAMBS. USE ITEM 127
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
:4
413EKS
a9a. Br. dWJ
ANW'ffmw uM. in, S. Saffel}
DRAMIN9 NO.:
�r C23 S-2}3D
WE c.B'�'atlmns
sNEcr J OF 6
5
0
ASTRAGAL
RETAINER BOLT
STRIKE PLATE
SEE DETAIL 2
SNEEf 4
20.25" TV. 17.66" TYP. 15.66" TYP.
hOLT
STRIKE PLATE
15.66, TYP. 15.66- TYP.
SEE DUAL 3
SHEET 4
0
SURFACE B(XT
STRIKE PLATE
DETAIL 3 (IMPERIAL ASTRAGAL)
e
PRODUCTRENEWED
w complying with the Florida
Buildeag Code A�
AccipL .ce No O.Ei� Z
Expiration Due � I� 1�
By
Miami ude Product Control ,
Division
SEE DETAIL
SHEET 4
2 37 .15" MIN. C—SINK.
SEE NOTE 4
ON SHEET 3
COUNTERSINK FOR I�EN IL
A�LIATION ANCHORS
P+vwPm M
Am"F'Now
Pao. uo
MILMIM
DM. L1rt JWJ
taec By.. S. Saffell
S-2130
_�L W.
1.5625"
125"
1.75" ---W
2.4375"
38 LITE FRAME OD
HP POLYPROPOLENE
(THERkfORL-P6-30FU0391)
118- GLASS FRAME
EXTERI
0.125' MIN.
TEMPERED GLASS THK
NON,
0=
50
GLASS OR
F NOTE 2
SHT. 3
GLAZING DETAIL
1/8' 1EMPERED GLASS
W
49 TRINITY LITE FRAME
LUPOY EU-5007
112- GLASS FRAME
1.5
1.1013"
51 TRINITY LITE FRAM
LUPOY EU-5007
J* GLASS FRAME
pRo--!JCT RENFWrD
a� crm;lyim with the Florida
5.ihL,0 C.d.
ActtpWue No
Fxp
ate 'Z
By
g2ima "rod, ct Control
Division
gi
W
tu Lv
11�� all
r.
51 30
4
29
29 52
gZ�
E
50
21
29
1" MIN.
MIN.
CLASS THK.
GLASS THK
0.125' TEMP.
00.50'
0.125' TEMP.EXTERI
GLASS
GLASS
0.25' AIR SPACE
0.75MR SPACE
0.125' TEMP.
GLASS
0.125" TEMP.
0.25* STEEL
am
INTERCEPT SPACER INIERIQ
29
0* GLASS BITE
29
0.75' STEEL
30 5 SEE NOTE 7
3
30
INTERCEPT SPACER
SHT.
SEE NOTE 7
0.50" GLASS SITE
il
SHE 3
GLAZING DETAIL
112- INSULATED TEMPERED
C4AZWG DETAIL
I' INSULATED TEMPERED
GLASS TRINITY LITE FRAME
GLASS 7RINT1Y FRAME
iq
-M; W-
ANOWAff NOW cw. ft a saffen
DRAWM Hoj
su"k SUR4 cm S-2130
FW& 32N3 P% LW
FWE C,1UP—W ml�fm
,0, 2UV 3MIM17N SHEET 5 OF
0.
1Y DOOR PANEL do
SfDELTfE BOTTOM
RAIL WOOD
3.
pm
■
r
�® off; a
12.375"—,1875" O 0
O
2"
41 STMKE
IMPERIAL A RAGAL STEEL PLATE
EXTRUDED ALUMINUM 0.075" WALL
28 SURFACE BOLT (IVES. 0.25" STEEL MODEL 454)
NO!
16 OUTSWING BUMP FACE
ALUMINUM THRESHOLD
0.051 " WALL THK.
r--2.875"—
0.75"
O9 SURFACE BOLT STRIKE
(IVES 0.125" STEEL)
0.75"
0 1.375 j-
2.12
0 0.25"J
O8 SURFACE BOLT SPACER 18 MULL CAP
(0.50" THK. PLASTIC) PING
0.530"
0.500"
0.380" 0.140"
0.525"
10 COMPRESSION WEATHU
SCHLEGEL 0-10N ODS
®I 3 5"
0.375"�
32 3/8" QUARTER ROUND
SIDELITE STOP
PING
�4.5625" P-3 ui:*t tke Florida
r Expimtion Dato O jZ
1.25" B �l 0.75" Miam ndc Product Cotttml
Division
0.5"
0
2 3 WOOD FRAME
4 �pWp$°r.
LC
3 j�
2.040" O O
IL o o �
3
0.097"33
i •l
O4" x 4" STEEL DOOR HINGE qqzc
5 0.097" THK. STEEL BY HAGER �;• s
11
6 DIA. VARIES W/LOCK USED
® � III ��. - 6.
owe. �W. JWJ em S.. SaHell
DRA
u on�two rio_
cm S-2130
FWna. aam pm
is'" & A.V ib.M. ram. �®s s>.mr—L OF 6
?Age I of I
Morris Daniel
From: "Alice Wendland" <AWendlarid@pgtindustries.com>
Date: Wednesday, May 16, 2012 4:04 PM
To! <morris.daniel@hotmail.com>
Subject: PGT
CA640 27.5 x63 tip to tip meets the egress requirements
SQFT
CA6401740
X with Egress Hinge
WW-7.5" = 20.000
WH-6" = 57.000
7.92
YES
X with Washable
Hinge
WW-13.5" = 14.000
WH-6" = 57.000
5.54
no
i nank you and have a great day.
Alice Wendland
PGT Industries
Consumer Affairs
1-800-282-6019 EXT 21343
a
5/16/2012
M1AMa MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'h Street, Room 208
AFFAIRS (PERA) Miami, Florida 331752474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 3152599
NOTICE OF ACCEPTANCE i
PGT Industries, Inc. - - - -
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA
-Product Control Section to be used in Miami -Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami --Dade County Product
Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA 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: Series "C-640 Outswing Aluminum Casement Window - N.I.
APPROVAL DOCUMENT: Drawing No. 7045-9 titled Series "Aluminum Casement Window, Non -
Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/17/02 with the latest revision "C"
dated 10/24/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller,.P. E., bearing
the Miami -Dade County Product Control Revision stamp with .the Notice of Acceptance number and
Expiration date by the Miami-DadeCounty Product Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series 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 job site at the request of the Building Official.
This NOA revises NOA No. 08-0117.12 and consists of this page 1, evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 11 1114.20
MIAMI•DADE CDU Expiration Date: April 24, 2013
Approval Date: February 23, 2012
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 02-1219.05 and 03-0611.02)
2. Drawing No. 7045-9 titled Series "Aluminum Casement Window, Non -Impact",
sheets 1 through 12 of 12, prepared by manufacturer, dated 12/17/02 with the latest
revision "C" dated 10/24/11, prepared by POT Industries, Inc., signed and sealed by
Anthony Lynn Miller, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
Along with marked -up drawings and. installation diagram of a outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Test Reports No.'s
FTL-3579, FTL-3580, FTL--3581, FTL-3582, FTL-3583,.FTL-3584, FTL-3585,
FTL-3586, FTL-3588, FTL-3590 and FTL 3591, dated 10/03/02 and 10/09/02, all
signed and sealed by Joseph C. Chan, P. E.
(Submitted under NOA No. 02-1219.05 and 03-06IL02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 11/21/05, signed and sealed by Lucas A.
Turner, P. E.
(Submitted under previous NOA No. 08-0117.12)
2. Complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jaime D. Gas on, P. E.
Product Control Section Supervisor
NOA No.11-1114.20
Expiration Date: April 24, 2013
Approval Date: February 23, 2012
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC2010, dated 10/29/11, signed and sealed by Anthony Lynn
Miller, P. E.
2. Statement letter of no financial interest and independence, dated 10/29/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter -of Adoption of as his Own, the Work of another Engineer per Section
61G1527.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letters of no financial interest, independence, conformance and compliance
with the FBC, dated 11/25/05, signed and sealed by Luis R. Lomas, P. E.
(Submitted under previous NOA No. 08 0117.12)
5. Proposal issued by Product Control, dated 09/12/02, signed by Jaime D. Gasdon, P. E.
(Submitted under previous NOA No. 02-1219 05)
6. Laboratory compliance letters for Test Reports No.'s FTL-3579, FTL-3580,
FTL-3581, FTL-3582, FTL-3583, FTL-3584, FT1-3585, FTL-3586, FTL--3588,
FTL-3590 and FTL-3591, issued by Fenestration Testing Laboratory, Inc., dated
10/03 and 09/02, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under previous NOA No. 02-1219.05 and 03-0611.02)
G. OTHERS
1. Notice of Acceptance No. 08-0117.12, issued to PGT Industries, Inc. for their Series
"C-640 Outswing Aluminum Casement Window - N.I.", approved on 05/15/08 and
expiring on 04/24/13.
3aime D. Gascon, . E.
Product Control Section Supervisor
NOA No.11--1114.20
Expiration Date: April 24, 2013
Approval Date: February 23, 2012
E-2
NOTES: NON -IMPACT WINDOWS
1. GLAZING OPTIONS:
A. 3116" ANNEALED GLASS
B. 3/16" TEMPERED GLASS
C. 1/2" I.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 118° ANNEALED)
D.1/&' ANNEALED (DSB) GLASS
2. CONFIGURATIONS: X, XX, XO, OX, XOX, O
3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
GLASS TABLES ASTM E 1300-98.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE
CONFIGURATIQNS OPTIONS
1 1' � � _ I o x
o x x o x x
UNEQUAL LITES
x o x o
UNEQUAL LITES
o x o x
UNEQUAL LITES
AND GLASS TABLES ASTM E 1300-98A
C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-
DADE COUNTY.
D. FOR "X° CONFIGURATIONS SEE SHEET 4.
E. FOR "XX° CONFIGURATIONS SEE SHEET 5.
F. FORM "XOX" & "0" CONFIGURATIONS SEE SHEET 6.
G. FORM "XOX" & °XO" OR "Ox" CONFIGURATIONS SEE SHEET 7.
H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE
SHEET 8.
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. SEE SHEETS 2,3 AND 12 FOR ADDITIONAL
ANCHORAGE INFORMATION.
HEAD & SILL: MAX. 4" FROM CORNERS
MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS
MAX .141/2" SPACING ON VENTS
MAX. 13" SPACING ON FIXED LITE
(2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY
JAMBS: MAX. 4" FROM CORNERS
MAX. 13"SPACING
(2) ANCHORS 3°APART AT MID -SPAN
SEE SHEET 12 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX
MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN
® PRESSURES SHOWN IN SHEETS 4 THROUGH 8. SEE SHEETS 4 THROUGH 8 FOR
DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS.
5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 1N
MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED.
S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
1/8" ANNEALED (DSB),
3/16" ANNEALED OR
3/16" TEMPERED GLASS
NOTES...........................................1
GLAZING DETAILS ........................1
ELEVATIONS.................................2-3
DESIGN PRESSURE TABLES ..... A-8
SECTIONS......................................9
CORNER CONSTRUCTION .......... 10
EXTRUSION PROFILES................10-11
PARTS LIST...................................11
ANCHORAGE.................................12
.650" NOM.
GLASS BITE
1/8" OR 3/16" GLAZING DETAIL
1/2" I.G. GLASS
(1/WA,1/4" SPACI
7. REFERENCE TEST REPORTS: FTLS579, FTL-3581, FTL-3583, FTL-3584,
FTL-3585, FTL-3586, FTL-3588, FTL-3590 & FTL-3591.
8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
P.0. B¢Y iR9
NOKOMI& K J1D�
04-M I NTS I 1 d 12
650" NOM.
LASS BITE
7045 s
3m
(NN M/!
�; • '•. is
* : N0. 56705
pso�`9
.,FLORN..
' S/ONA%o
A.L,4h K9W.101.
P.E.B 69m
ANCHOR
11/2" LOCATION
/ TYP.
CENTERLINE
1 1/2"
3"
MID -SPAN ANCHOR DETAIL
(SEE SHT. 1 NOTE 4)
.ANCHOR
LOCATIONS
(SEE SHEET 1,
NOTE 4)
SEE MID -SPAN
ANCHOR DETAIL
TYP. (2)
13" MAX. O.C.
4"
ANCHOR
LOCATION
TYP.
7` /7"
4" MAX. — —
4" MAX.
MEETING RAIL DETAIL
(SEE SHT. 1 NOTE 4)
SEE MID -SPAN
ANCHOR DETAIL
TYP. -(2)
30" MAX.
DAYLIGHT
OPENING
"MAX. WIDTH
OWMAX
jAYLIGHT—
OPENING
ue
------------- - -
74" MAX. WIDTH
30" MAX.
DAYLIGHT
OPENING
SEE MID -SPAN
ANCHOR pETAIL
56" MAX.
\ / / DAYLIGHT
J OPENING
13" MAX. O.C. 6T,
f SEE MEETING HE
11 RAIL DETAIL
TYP. (2)
4" MAX.
4" MAX. 14112" MAX. O.C. TYP.
ELEVATION "B" - 63" HIGH "XX"
(SEE SHEET 5 FOR PRESSURES)
30" MAX. .
DAYLIGHT
OPENING
56" MAX.
/ DAYLIGHT
OPENINGSBD
5=1vfRwithow
a cm�Ftyl"g wim du FI"r(d"
83" MAX A� ro 1
X HEIGHT
4" MAX " n
13 MAX. O.C. MAX. O.C. VENT HEAD & SILL ONLY tip, . ��sF' •.Fp
37 MAX. 60' MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) No, 6g705
VENT TYP.
ELEVATION "A'- 63" HIGH "XOX" (SEE SHEETS 6,7 & 8 FOR PRESSURES)
TATE OF
REVIMavcNortnc�e romMumuMuromWWI"XX"& "XOX"ELEVAT/ONS i/��� •...... P• (���•
NOCNANoe TNrs SHEErM N071am7?X.9ID6 ALUMINUM CASEMENT WINDOW,NON-IMPAC
Tm
NOCHAN0e 1M3 sFlEEf as eOXr678 aa>,n�.me .,� ay.p,at u" A. LynhA4Edr; b.E.
'° ""` N°KO��' a 4 �'r BCtQET c�•sro NTS 2 + 72 704b 9 C P.&N ris 6
32" MAX. WIDTH 37" MAX. WIDTH 60" MAX. WIDTH
25" MAX. 30" MAX. 53" MAX. _
DAYLIGHT DAYLIGHT DAYLIGHT OPENING
OPENING OPENING
SEE
SEE SEE MID -SPAN
MID -SPAN MID -SPAN ANCHOR
ANCHOR ANCHOR DETAIL
DETAIL SHT. 2 /
DETAIL 58" MAX. /
SHT. 2
SHT. 2 DAYLIGHT TYP. (2) DAYLIGHT TYP. (4)
TYP. (2) / OPENING / OPENING
�n MAX. 13"
72" MAX. 13" HEIGHT MAX. O
13° HEIGHT MAX. X O.C.
MAX. X O.C.
O.C. 4" MAX,
4 MAX 4nMAX. 4 13" MAX. O.C.
^ � 4 MAX. � � MAX. O.C. "
ELEVATION "E" - 63" HIGH "O"
4" MAX.—• I MAX. ELEVATION °D" - 63"HIGH "X" (SEE SHEET 6 FOR PRESSURES)
ELEVATION "C" - 72 HIGH 'X (SEE SHEET 4 FOR PRESSURES)
(SEE SHEET FOR PRESSURES) 87" MAX. WIDTH
NOTE: 72" HEIGHT 30" MAX' 53" MAX.
AVAILABLE WITH DAYLIGHT. DAYLIGHT OPENING .
SINGLE VENT OPENING
CONFIGURATION
ONLY SEE SEE MID -SPAN
MID -SPAN ANCHOR DETAIL
ANCHOR SHT. 2 TYP. (2)
DETAIL 56" MAX.
SHT. 2 I DAYLIGHT PRODUO
TYP. (2) OPENING sunAd ",
O I Acwptnni
56" MAX.
DAYLIGHT
OPENING
63" MAX.
67 MAX, a 414 3,
13" HEIGHT SEE MEETING MI,^aovm cmuro'
MAX. RAIL DETAIL SHT. 2
O.C. TYP. (2)
\��nrru
4" RM. �
1----�1-1W MAX. Oc -`�` ��: \CENS� • ,FQ
14 112"MAX. O.C. VENT 4" MAX. .I.
* NO. 58705
HEAD & SILL ONLY 37" MAX. VE 60" MAX. FIXED * r
ELEVATION "F" - 63" HIGH °XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) ' .0 ? Q• c �y�y �;
O' . _
F.K MIA19 A REVISEANCHORAOE ' • n . n n �i �'CORIOf••'
fa7o,ECHxowm oRrv> _X 'b., ?l0 & OX' ELEVATIONS ��:' • G
J.J. vw.fo2urf c NocHaNeErrnssHEEr n.aeruc,sxrr 6 � ALUMINUM CASEMENT WINDOW, NON -IMPACT "I",i91ONA1� o ���`
om: osm Nolioa . a 3V?4 y wwxaac ' FIC wNTS A. LRENNf5al8e74,0d5Mr9 a.E.
..X"
WIDTH
19.125
24.000
26.600
30.000
32.000
34.000
36.000
37.000.
1
COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL-3588
GLAZING OPTION: D. 1/8° A EALED
'WIDTH
EIG
26.000
NEG
POS
31.000
NEG
POS
36.000
NEG POS
38.375
NEG
POS
43.000
NEG POS
48.000
NEG
POS
50.828
NEG POS
54.000
NEG
POS
57.000
NEG
POS
60.000
NEG POS
63.000
NEG
POS
19126
' D
-57 6
57.6
-57.6
67.6
-57.6
57.6
-57.
57.6
-57.6
57.6
-53.8
53.8
-50.4
5 .4
-46.5
6.5
-43.6
43.6
-41.0
41.0
-38.7
3 .7
21.500
D
-45.8
45.8
-45.8
45.6
-45.8
45.8
-46.6
45.8
-45.6
45.6
-45.6
45.6
-45.6
46.6
-42.5
42.5
7n
39.8
-37.4
37.4
-35.2
35.2
24.000
D
-38.8
38.8
-38.8
38.6
-36.8
38.6
-36.6
38.8
-36.6
38.6
�6.6
38.8
-36.8
36.8
-36.6
36.6
-35.9
35.9
-33.9
33.9
.32.3
32.3
2B.b00
D.
-30.0
30.0
-30.0
30.0
-30.0
30.0
-30.0
30.0
�0.0
30.0
-30.0
30.0
-30.0
30.0
-30.0
30.0
-30.0
30.0
-28.7
28.7
-27.5
27.5
X NOTES:
1. FOR'INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4"
TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
P.D. B¢X f67B
NQKOMf$ fi90I/�
'RESSURES- X CONFIG. WINDOWS
ILUMINUMCASEMENTWINDOW, NON
as o NTS 1 4 m 12 7045-9
VY
�\�r' • �\CENSF �•`�1�'P
No.66705
O '• ST TE OF
ftNAL So"
CT
C REA66705
COMPARATIVE
ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3579 FTL-3590 FTL3591
GLAZINGOPTIONS:
A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED)
HEIGHT
"XX"
26.000
31.000
36.000
38.375
43.000
48.000
50.625
54.000
57.000
60.000
63.000
WIDTH
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
37.000
A
B
-120.0
-210.0
76.7
76.7
-120.0
-210.0
76.7
76.7
-120.0
-210.0
76.7
76.7-210.0
-120.0
76.7
76.7-210.0
-105.5
76.7
76.7
-91.9
-206.7
76.7
-76.7
-86.0
-193.6
76.7
76.7
-79.6
-179.0
76.7
76.7
-74.6
-167.7
74.6
76.7
-70.1
-167.8
70.1
76.7
-66.2
-149.0
66.2
76.7
C
-136.0
76.7
-135.0
76.7
-135.0
76.7-135.0
76.7
-131.9
76.7
-114.8
76.7
-107.6
76.7
-99.4
76.7
-93.2
76.7
-87.7
76.7
-82.8
76.7
A
-118.5
76.7
-118.5
76.7
-118.5
76.7
-110.9
76.7
-95.0
76.7
-82.2
76.7
-76.8
76.7
-70.8
70.8
-66.2
66.2
-62.2
62.2
-58.6
58.6
43.000
B
-210.0
76.7
-210.0
76.7-210.0
76.7
-210.0
76.7-210.0
76.7
-185.0
76.7
-172.8
76.7
-159.4
76.7
-149.0
76.7
-139.9
76.7
-131.9
76.7
C
-135.0
78.7
-135.0
76.7
A 19.3
76.7
-110.4
76.7
-97.5
76.7
-88.7
76.7
-85.9
76.7
-84.0
76.7
-82.4
76.7
-77.7
76.7
-73.3
73.3
48.000
A
B
1 -95.1
-210.0
76.7
76.7
-95.1
-210.0
76.7
76.7-210.0
-95.1
76.7
76.7-210.0
-95.1
76.7
76.7
-88.5
-199.2
76.7
76.7
-76.2
-171.5
76.2
76.7
-71.0
-159.9
71.0
76.7
-65.3
-147.0
65.3
76.7
-61.0
-137.2
61.0
76.7
-57.2
-128.6
67.2
76.7
-53.8
-121.1
63.8
76.7
C
-1 88.8
76.7
-118.8
76.7
-109.1
76.7
-100.0
76.7
-85.4
76.7
-75.9
75.9
-70.7
70.7
-67.6
67.6
-64.6
04.6
-61.1
61.1
-58.8
58.8
63.125
A
B
-77.6
-174.7
76.7
76.7
-77.6
-174.8
76.7
76.7
-77.6
-174.6
76.7
76.7
-77.6
-174.6
76.7
76.7
-77.6
-174.6
76.7
76.7
-71.4
-160.7
71.4
76.7
-66.4
-149.4
66.4
76.7
-60.9
-137.0
60.9
76.7
-56.7
-127.6
56.7
76.7
-53.1
-119.4
63.1
76.7-1
-49.9
1 12.2
49.9
76.7
C
-97.1
76.7
-97.0
76.7
-97.0
76.7
-94.3
76.7
-82A
76.7
-71.0
71.0
-66.4
68.4
-60.8
60.8
-55A
55A
-51.5
51.5
-49A
49.4
67.000
A
B
7.9
-152.9
67.9
76.7
-67.4
;.151.7
67.4
76.7
-67.4
-151.7
67.4
76.7
-67.4
-151.7
67.4
76.7
-67A
-161.7
67.4
76.7
-67.4
-161.7
67A
76.7
-63.5
-142.9
63.5
76.7
-58.1
-130.8
58.1
76.7
-54.1
-121.6
54.1
76.7
-50.5
-113.6
50.5
78.7
-47.4
-106.7
47.4
76.7
C
-84.9
78.7
-84.3
76.7
-84.3
76.7
-84.3
76.7
-80.6
76.7
-69.0
69.0
•-64.3
84.3
-58.6
58.6
-53.7
53.7
-.49.5
49.6
-45.8
45.8
60.000
A
B
-61.9
-139.4
61.9
78.7
-60.8
-136.9
80.8
76.7
-60.8
-136.9
60.8
76.7
-60.8
-136.9
60.8
76.7
-80.8
-136.9
60.6
76.7
•60.8
-136.9
60.8
76.7
7-60.8
436.9
60.8
76.7
-55.8
-126.7
55.6
76.7
-52.3
-117.6
52.3
76.7
-48.8
-109.8
48.8
76.7
-45.7
-102.9
45.7
78.7
C
-77A
78.7
-76.1
76.1
-76.1
76.1
-76.1
76.1
-76.1
76.1
-67.9
67.9
-63.0
63.0
=57.2
57.2
-52.6
52.5
•48.3
48.3
-45.5
45.6
64:000
A
B
-55.4
-124.7
55A
76.7
-53.5
-120.4
53.5
76.7
-63.5
-120.3
53.5
76.7
-53.5
-120.3
53.5
76.7-120.3
-53.6
53.5
76.7-120.3
-53.5
53.5
76.7-120.3
-53.5
53.5
76.7-120.3
-52.9
52.9
76.7
-49A
-112.9
49.4
76.7
•48.7
-105.2
46.7
76.7
-43.8
-98.5
43.8
76.6
Cl-69.3
69.3
-66.9
66.9
-66.8
66.8
-66.8
66.8
-66.8
66.8
-65.6
65.6
-61.8
61.6
.56.1
56.1
-51.1
51.1
-48.6
48.6
-45.9
45.9
A
-50.1
50.1
'-47.7
47.7
-47.4
47.4
-47.4
47.4
-47.4
47.4
-47.4
47.4
-47.4
47.4
-47.4
47A
-47A
47.1
-44.0
44.0
-41.1
41.1
68.000
B
-112.8
76.7
-107.4
76.7
-108.6
76.7
-106.6
76.7
-108.6
76.7
.106.6
76.7
-108.6
76,7
-106.8
76.7
-106.6
76.7
-101.4
76.7
-94.7
73.7
C 1
-62.7
62.7
-59.7159.71
59.2
59.2
-59.2
59.2
-59.2
59.2
-59.2
59.2
-69.t42.3
.55.7
55.7
-52.1
52.1
-49.0
49.'0
-46.2
46.2
A
-45.8
45.8
-43.1
43.1
-42.3
42.3
-42.3
42.3
-42.3
42.3
-42.3
42.3
-42.
-42.3
42.3
-42.3
42.3
-42.1
42.1
49.7
39.7
72.000
B
-103.0
76.7
-96.9
75.4
-95.1
73.9
-95.1
73.9
-95.1
73.9
-95.1
73.9
-95.
-95.1
73.9
-95.1
73.9
-95.1
73.9
=91.5
71.1
C
-57.2
57.2
-63.9
53.9
-52.8
52.8
-52.8
52.8
-52.8
52.8
-52.8
52.8
-52.
-52.8
52.8
-51.4
51.4
-48.5
48.5
•-45.7
45.7
A
-43.9
43.9
-41.1
41.1
-4.0.0
40.0
-40.0
40.0
-40.0
40.0
-40.0
40.0
-40.
-40.0
40.0
-40.0
40.0
-40.0
40.0
-39.2
39.2
74.000
B
-98.7
76.7
-92.4
71.9
-90.1
70.1
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
C
-54.8
54.8
-51A
51.4
-50.050.0
-50.0
50.0
-50.0
50.0
-50.0
50.0
-50.
-50.0
50.0
-50.0
50.0
-48.1
48.1
-45.2
45.2
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4"
TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS,
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
NaKIMls FL SW6
P.0. 8QX 1w
NQYOMIB. Fi W4
Ca -No
NTS 1 5 a 12 1 7046-9
with the 17orido
\\`� �ON..IrNIV.
* ' N0. 58'�7005�5 k '_
S7 EOFit ��
COMPARATIVE ANALYSIS TABLE 4. O" & "1/4-1/2-1/4 OX" WINDOWS TEST REPORTS: FTL-3583 FTL-3579 FTL35B4
LAZING
S:
OPTIO 3/16" ANNEALED B. 3/ 6" TEMPERED C. 1/2 I.G. 7/8 ANNEALED, 1/ "SPACE, 1/8"A N LED
WIDTH
HEIGHT
'XOX"
26.000
1 31.000
36.000
38.375
1 43.000
48.000
50.625
1
54.000
ST000
60.000 1
63.000
WIDTH
NEG
I POSI
NEG
I POS
NEG
I POS
NEG
POS
NEG
POS
NEG
I POS
NEG
POSI
NEG
POS
NEG
I POS
NEG
POS
NEO
POS
36.000
72.000
A
B
-90.3
-210.0
76.7
76.7-210.0
-85.0
76.7
76.7-210.0
-76.1
76.1
76.7-210.0
-70.7
70.7
76.7-210.0
-83.2
63.2
76.7
-55.6
-183.2
55.6
76.7
-52.1
-169.7
52.1
76.7
-48.4
-155.0
48.4
76.7
-45.3
-143.9
45.3
76.7
-42.1
-134.3
42.1
76.7
-39.7
-125.9
39.7
76.7
C
-90.3
76.7
-85.0
76.7
-83.3
76.7
-79.3
76.7
-69.3
69.3
-61.1
61.1
-56.6
66.6
-51.7
51.7
-48.0
48.0
-44.8
44.8
-42.0
42.0
A
-86.5
76.7
=81.0
76.7
-73.8
73.8
-69.3
69.3
-61.8
61.8
-54.5
54.5
-51.0
51.0
-47.5
47.5
-44.4
44.4
-41.6
41.6
.39.2
39.2
37.000
74.000
B
-210.0
76.7-210.0
76.7-210.0
76.7
-210.0
76.7
-210.0
76.7
-180.5
76.7
-167.0
76.7
-152.4
76.7
-141.4
76.7
-131.9
76.7
-123.6
76.7
C
-86.5
76.7
-81.0
76.7
-78.9
76.7
-77.8
70.7
-68.7
68.7
-60.2
60.2
-56.7
55.7
-50.8
50.8
-47.1
47.1
-44.0
44.0
-41.2
41.2
A
-78.4
76.7
-72.6
72.6
-68.8
68.8
-66.0
66.0
-58.9
68.9
-51.9
51.9
-49.2
49.2
-45.6
45.6
-42.8
42.8
40.3
40.3
-37.8
37.8
39.500
79.000
B
-210.0
76.7-210.0
76.7
-209.3
76.7
-2 77.8
78.7
-207.5
76.7
-174.6
76.7
-161.2
76.7
-146.7
76.7
-135.8
76.7
-126.5
76.7
-118.4
78.7
C
1 -78.4
76.7
-72.6
72.6
-69.8
69.8
-69.3
69.3
-65.5
66.5
-58.2
58.2
-53.7
53.7
48.9
48.9
-45.3
45.3
-42.2
42.2
-39.5
39.6
A
-71.6
71.6
-65.7
65.7
-62.6
62.6
-61.7
61.7
-56.1
66.1
-50.2
50.2
-47.3
47.3
-44.2
44.2
-41.5
41.5
739.1
39.1
-3 .3
37.3
42.000
84.000
B
-210.0
76.7
-197.2
76.7
-187.6
76.7
-185.1
76.7
-183.7
76.7
-169.9
76.7
-156.4
76.7
-141.9
76.7
-131.2
76.7
-121.9
76.7
-113.9
76.7
C
-71.6
71.6
-65.7
65.7
-62.5
62.5
-61.7
61.7
-61.2
61.2
-55.7
55.7
-62.1
62.1
47.3
47.3
43.7
43.7
-40.6
40.6
38.0
38.0
A
-64.9
64.8
-59.0
59.0
-55.6
55.6
-54.5
54.5
-52.8
52.8
-48.1
48.1
46.6
45.6
-42.4
42.4
40.1
40.1
-38.2
38.2
36.4
36.4
45.000
90.000
B
-194.7
76.7
-177.1
76.7
-166.7
76.7
-163.5
76.7
-160.3
76.7
-160.0
76.7
-151.7
76.7
-137.2
76.7
-126.4
76.7
-117.2
76.7
-109.3
76.7
C
-64.9
64.9
-69.0
69.0
-55.6
65.6
-54.5
64.5
-53A
53A
-52.9
5 .9
-50.5
50.5
-46.7
45.7
-42.1
42.1
-39.1
39.1
-36.4
36.4
A
-59.3
59.3
-53.0
63.6
-50.0
80.0
-48.8
48.6
-47.4
47A
-46A
46.4
-43.8
43.8
-41.1
41.1
-38.9
38.9
-36.9
36.9
35.1
35.1
48.000
96.000
B
.178.0
76.7
-160.8
76.7
-160.0
76.7
-146.5
76.7
-142.2
76.7
-140.6
76.7
-140.6
76.7
-133.3
76.7
-122.5
76.7
-113.3
76.7
-105.4
76.7
C
-59.3
59.3
-53.8
53.8
-50.0
50.0
-48.8
48.8
-47.4
47A
-40.9
46.9
-46.9
46.9
-44.4
44.4
-40.8
40.8
-37.8
37.8
-35.1
36.1
50.500
101.000
A
B
C
-55.4
-166.2
-65.4
55A
76.7
55.4
-49.8
-149.3
-49.8
49.8
76.7
49.8
-46.2
-138.5
-46.2
46.2
76.7
46.2
-44.9
-134.8
-44.9
44.9
76.7
44.9
-43.3
-129.9
-43.3
43.3
76.7
43.3
-42.5
-127.4
42.5
42.5
76.7
42.5
-42.3
-127.0
-42.3
42.3
76.7
42.3
39.9
-127.0
-42.3
39.9
76.7
42.3
-37.7
-119.8
-39.9
37.7
76.7
39.9
-35.9
-110.6
36.9
35.9
76.7
36.9
34.0
-102.7
34.2
34.0
76.7
34.2
63.125
106.375
A
B
C
-51.7
-165.0
-51.7
51.7
76.7
51.7
-46.2
-138.7
-46.2
46.2
76.7
46.2
-42.6
-127.9
-42.6
42.6
76.7
42.6
-41 A
-124.2
-41.4
41.4
76.7
41A
39.6
-118.9
39.6
39.6
76.7
39.6
-38.5
-115.6
-38.5
38.5
76.7
38.5
-30.3
-114.6
-38.3
38.3
76.7
38.3
-38.2
-114.5
-38.2
38.2
76.7
38.2
-36.6
-114.6
-37.9
36.6
76.7
37.9
-34.7
-108.1
-35.8
34.7
76.7
35.8
-32.8
-100.2
33.4
32.8
76.7
33A
54.000
108.000
A
B
-50.7
-152.0
50.7
76.7
-46.2
-135.7
45.2
76.7
-41.7
-125.0
41.7
76.7
-40A
-121.3
40.4
76.7
38.6
-115.9
38.6
76.7
37.5
-112.5
11
76.7
-37.2
-111.5
37.2
76.7
-37.0
-111.1
37.0
76.7
362
-111.1
36.2
76.7
-34.3
-107.6
34.3
76.7
32.5
-99.5
32.5
76.7
C
-50.7
50.7
-45.2
45.2
-41.7
41.7
-40.4
40.4
38.6
38.6
37.6
37.5
37.2
37.2
-37.0
37.0
-37.0
37.0
-35.3
35.3
33.2
33.2
56.500
111.000
A
B
C
-48.9
-146.6
-48.9
46.8
76.7
48.9
-43.5
-130.6
-43.5
43.5
76.7
43.5
-40.0
-120.0
40.0
40.0
76.7
40.0
-38.8
-116.3
-38.8
30,8
76.7
38.8
-36,9
-110.8
-36.9
36.9
76.7
36.9
-35.7
-107.1
35.7
35.7
76.7
35.7
-35.3
-106.0
.35.3
35.3.
76.7
35.3
35.1
-105.3
-35.1
35.1
76.7
35.1
-35.1
-105.2
35.1
35.1
76.7
35.1
-33.6
-105.2
-34.4
33.6
76.7
34.4
-32.0
-98.3
32.8
32.0
76.5
32.8
57.000
114.000
A
-47.2
47.2
-42.0
42.0
38.5
38.5
37.2
37.2
-35.4
35.4
-34.1
34.1
33.7
33.7
-33.3
33.3
-33.2
33.2
33.0
33.0
-31.4
31.4
B
141.6
76.7
-126.9
76.7
-116.4
76.7
-111.6
76.7
-106.1
76.7
-102.3
76.7
-101.0
76.7
-100.0
76.7
-99.7
76.7
-99.7
76.7
-97.3
75.6
C
-47.2
47.2
-42.0
42.0
-38.5
38.6
-37.2
37.2
-35A
35.4
34.1
34.1
-33.7
33.7
33.3
33.3
-332
33.2
-33.2
33.2
31.9
31.9
58.500
117.000
A
B
-45.6
-136.9
45.6
76.7
-40.5
-121.6
40.5
76.7
37.0
-111.1
37.0
76.7
-35.8
-107.4
35.8
76.7
-33.9
-101.8
33.9
76.7
32.6
-97.8
32.6
76.1
-32.1
-96.4
32.1
75.0
-31.7
-95.2
31.7
74.1
-31.6
-94.7
31.6
73.7
-31.6
-94.7
31.6
73.6
30.8
-94.7
30.8
73.6
C
-46.6
7W6
40.5
40.6
-37.0
37.0
-35.8
35.8
-33.9
33.9
32.6
32.6
-32.1
32.1
-31.7
31.7
31.6
31.6
-31.6
31.6
-31.0
31.0
A
-44.2
44.2
-39.11
39.1
35.7
35.7
34.5
34.5
-32.6
32.6
31.3
31.3
-30.8
30.8
-30.3
30.3
30.1
30.1
-30.0
30.0
-30.0
30.0
80.000
120.000
B
-132.6
76.7
-117.4
76.7
-107.1
76.7
-103A
76.7
-97.9
76A
-93.8
72.9
-92.3
71.8
-90.9
70.7
-90.2
70.2
-90.0
70.0
-90.0
70.0
C 1
-44.2
44.2
-39.1
39.1
-35.7
35.7
-34.5
34.5
-32.6
32.6
31.3
31.3
-30.8
30 All
An qI
30.3
30.1
30.1
-30.0
30.0
-30.0
30.0
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COMPARATIVE
ANALYSIS TABLE 5. "XO" or "OW & 1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FT583 FTL3579 FTL3584
GLAZING
OPTIONS: A. /16"ANNEALED B. 316" TEMPERED C. 1/2" ,G. (1/8"ANNEALED, 1/4" SPA E, 1/B" A N LED)
"XO"
WIDTH
HEIGHT
"XOX"
26.000
1 31.000
1 36.000
38.375
43.000
48.000
1 50.625
1 54.000
57.000
1 60.000
1
63.000
WIDTH
NEG
IPOS
NEG
IPOS
NEG
POS
NEG
POS
NEG
OS
NEG
POS
NEG
POS
NEG
FOS
NEG
POS
NEG
POS
NEG
POS
37:000
55.500
A
B
-120,0
-210.0
76.7
.76.7
-120.0
-210.0
76.7
76.7
-109.9
-210.0
76.7
76.7
-101.0
-210.0
76.7
76.7-210.0
-87.1
76.7
76.7-210.0
-75.9
75.9
76.7
-71.1
-210.0
71.1
76.7
-85.7
-197.1
65.7
76.7
-61.6
-184.7
61.6
76.7
-57.9
-173.8
57.9
76.7
.54.7
-164.1
54.7
76.7
C
-120.0
76.7
-120.0
76.7
-109.9
76.7
-101.0
76.7
-87.1
76.7
75.9
75.9
-71A
71.1
.65.7
&.7
-61.6
61.6
-57.9
67.9
-54.7
54.7
A
-71.3
71.3
-71.3
71.3
-71.3
71.3
-71.3
71.3
-71.3
71.3
-63.0
63.0
-68.7
58.7
-54.0
54.0
-50.4
50.4
-47.2
47.2
.44.4
44,4
48.000
72.000
B
-210.0
76.7
-210.0
76.7-210.0
76.7
-210.0
76.7-210.0
78.7
-188.9
76.7
-176.0
76.7
-161.9
76.7
-151.1
76.7
-141.7
76.7
-133.3
76.7
C
1 -71.3
71.3
-71.3
71.3
-71.3
71.3
-71.3
71.3
-71.3
71.3
-83.0
83.0
-58.7
58.7
-54.0
54.0
-50.4
50.4
-47.2
47.2
-44A
44.4
A
-67.6
67.5
-67.6
67.5
-67.5
67.5
-67.5
67.5
-67.6
67.5
-61.8
61.8
-57.6
57.6
-52.9
52.9
-49.4
49.4
-46.3
46.3
-43.5
43.5
49.333
74.000
B
-202.6
76.7
-202.5
76.7
-202.6
76.7
-202.5
76.7
-202.5
76.7
-185.6
78.7
-172.8
76.7
-158.8
76.7
-148.1
76.7
-138.8
76.7
-130.8
76.7
C
-67.5
67.5
-67.5
67.5
-67.6
67.5
-67.5
67.5
-67.5
67.5
-61.6
61.0
-57.6
57.6
-52.9
52.9
-49.4
49.4
-46.3
46.3
-43,5
43.6
A
-58.2
58.2
-58.2
68.2
-58.2
68.2
Z8.2
58.2
-58.2
56.2
-58.2
58.2
-54.6
54.8
-50.3
50.3
•46.8
46.8
-43.8
43.8
-41.2
41.2
53.126
79.688
B
-174.7
76.7
-174.6
78.7
-174.6
76.7
-174.6
76.7
-174.6
76.7
-174.6
76.7
-164.5
76.7
-150.9
76.7
-140.5
76.7
-131.5
76.7
-123.6
76.7
C
-58.2
58.2
-68.2
58.2
-58.2
58.2
58.2
68.2
-58.2
58.2
-58.2
68.2
-54.8
54.8
-50.3
50.3
-46.8
46.8
-43.8
43.8
-41.2
41.2
A
-52J
52.7
-52.4
52.4
-52A
52.4
-52.4
52.4
-52.4
62.4
-52.4
52.4
-52.4
52.4
48.6
48.8
-45.2
46.2
-42.2
42.2
-39.6
39.6
56.000
84.000
B
-158.0
76.7
-157.2
76.7
-167.2
76.7
-157.2
76.7
-157.2
76.7
-157.2
76.7
-157.2
76.7
-145.7
76.7
-135.5
76.7
-126.7
76.7
-118.9
76.7
C
-52.7
52.7
-52.4
62.4
-52.4
52.4
-52.4
52.4
-52.4
62.4
-52.4
52.4
-52.4
52.4
-48.6
48.6
-45.2
45.2
-42.2
42.2
-39.6
39.6
A
-46.5
46.5
-45.6
45.6
-45.8
45Z
-45.6
45.6
-46.6
45.6
-45.6
45.6
-45.8
45.6
-45.6
45.6
-43.2
43.2
-40.3
40.3
-37.8
37.8
60.000
90.000
B
-139A
76.7
-136.9
76.7
-136.9
76.7
-136.9
76.7
-136.9
76.7
-136.9
76.7
-136.9
76.7
-136.9
76.7
-129.6
76.7
-120.9
76.7
-113.3
78.7
C
-46.5
46.5
-45.6
45.6
-45.6
45.8
-45.6
45.6
-45.6
45.6
-45.6
45.6
-46.6
45.6
-45.6
46.6
-43.2
43.2
-40.3
40.3
-37.8
37.8
-41.6
41.6
-40.1.40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
401
40.1
-40.1
40A
-40.1
40.1-40.1
40.1
-38.6
38.8
-36.2
36.2
64.000
98.000
rB
-124.T
76.7-120.4
76.7
-120.3
78.7
-120.3
76.7
-120.3
76.7
-120.3
78.7
-120.3
76.7
-120.3
78.7-120.3
78.7-115.9
76.7-108.5
78.7
-41.6
41.6
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-38.6
38.6
.38.2
36.2
67.333
101.000
A
B
C
-38.2
-114.6
-38.2
38.2
76.7
38.2
-36.5
-109.4
-36.5.
36.6
76.7
36.5
-36.2
-108.7
-36.2
36.2
76.7
36.2
36.2
-108.7
36.2
36.2
76.7
36.2
-36.2
-108.7
-36.2
36.2
76.7
36.2
-36.2
-108.7
-36.2
36.2
76.7
36.2
-36.2
-108.7
-36.2
38.2
76.7
36.2
-35.2
-108.7
-36.2
38.2
78.7
36.2
-36.2
-108.7
.36.2
36.2
76.7
36.2
-36.2
-108.7
.36.2
36.2
76.7
36.2
-35.0
-105.0
.35.0
35.0
76.7
35.0
70.917
108.375
A
7
C
-35.2
-105.5
35.2
35.2
76.7
35.2
-33.2
-99.6
-33.2
33.2
76.7
33.2
-32.7
-98.0
-32.7
32.7
76.2
32.7
-32.7
-98.0
32.7
32.7
76.2
32.7
.32.7
-98.0
-32.7
32.7
76.2
32.7
.32.7
-98.0
-32.7
32.7
76.2
32.7
-32.7
-98.0
-32.7
32.7
76.2
32.7
-32.7
-98.0
32.7
32.7
78.2
32.7
-32.7
-98.0
-32.7
32.7
76.2
32.7
.32.7
-98.0
-32.7
32.7
76.2
32.7
-32.7
-98.0
-32.7
32.7
763
32.7
72.000
108.000
A
B
C
-34.3
.103.0
-34.3
34.3
76.7
$4.3
-32.3
-96.9
-32.3
32.3
75.4
32.3
-31.7
-95.1
-31.7
31.7--31.7
73.9
31.7
-95.1
-31.7
31.7
73.9
31.7
31.7
-95.1
-31.7
31.7
73.9
31.7
-31.7
-95.1
-31.7
31.7--31.7
73.9
31.7
-95.1
-31.7
31.7
73.9
31.7
-31.7
-95.1
31.7
31.7
73.9
31.7
-31.7
-95.1
-31.7
31.7
73.9
31.7
-31.7
-95.1
-31.7
31.7
73.9
31.7
-31.7
-95.1
-31.7
31.7
73,9
31.7
74,000
111.060
A
- 2.9
32.9
-30.8
30.8
-30.0
30.0
-30.0
30.0
-30.0
30.0
-30.0
30.0
30.0
30.0
-30.0
30.0
-30.0
30.0
30.0
30.0
-30.0
30.0
B
-98.7
76.7
-92.4
71.9
-90.1
70.1
-90.0
70.0
-90.0
70,0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
C
-32.9
32.
--30.8
30.8
-30.0
30.0
30.0
30.0
30.0
30.0
-30.0
30.0
-30,0
30.0
-30.0
30.0
-30.0
30.0
30.0
30.0
-30.0
30.0
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4"
TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
P.O.BQX I=
-.11 7S, FL 3074
c l-w I NTS 17 a 12 1 7048-9
the FloriJn
l . uie
��•: ''•
` No. 58705
�•' � /o oq it �•��`
O ' STAT
L �t?,•
A Lynn 491, P.E.
pF-0 a ona
Ajo
COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & " UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3583 FTL-3579 FTL3584
GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE,1/8" ANNEALED)
HEIGHT
"XOX" VENT FIXED 1 26.000 36.000 1 38.375 43.000 4B.000 1 50.625 1 54.000 57.000 60.000 63.000
WIDTH WIDTH WIDTH I NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS
69.264
19.125
31.014
A
-112.3
76.7
-87.1
76.7
-81.4
76.7
-71.6
71.6
-62A
62.4
-56.0
58.0
-53.2
53.2
-49.6
49.6
-46.4
46.4
-43.8
43.6
B
-210.0
76.7-210.0
76.7
-210.0
76.7
-210.0
76.7
-187.3
78.7
-174.1
76.7
-159.7
76.7
-148.8
76.7
-139.2
76.7
-130.8
76.7
C
-112 3
76.7
-94.3
76.7
-88.3
76.7
-72.9
72.9
-62.4
62.4
58.0
58.0
53.2
53.2
-49.6
49.6
-46.4
46.4
-4.3.6
43.8
86.919
24.000
38.919
A
B
-71.3
210.0
71.3
78.7
-69.7
-210.0
69.7
76.7-210.0
-66.0
66.9
76.7
-59.6
-196.6
59.6
76.7
-52.3
-165.3
52.3
76.7
-49.6
-152.5
49.6
76.7
-45.9
-138.8
46.9
76.7
-42.8
-128.5
42.8
76.7
-39.9
-119.6
39.9
76.7
-37.3
-111.8
37.3
76.7
C
-71.3
71.3
-71.3
71.3
-71.3
71.3
-65.5
65.5
-55.1
55.1
-50.8
50.8
46.3
46.3
-42.8
42.8
-39.9
39.9
.37.3
37.3
95.973
20.500
42.973
A
B
-58.5
-175.5
58.5
76.7
-58.5
-175.5
58.5
76.7-175.5
-58.5
58.5
76.7
-54.9
-175.5
54.9
76.7
-49.5
-15BAl
49.5
76.7
-46.7
A45.5
46.7
76.7
-43.6
-131.8
43.8
76.7
-40.5
-121.5
40.5
78.7
-37.6
-112.8
37.6
76.7
-35.1
-105.2
35.1
76.7
C
58.5
58.5
-58.5
58.6
-58.5
58.5
-58.5
58.5
-52.8
52.8
-48.5
48.5
-43.9
43.9
-40.5
40.5
-37.6
37.6
35.1
35.1
108.649
30.000
48.649
A
B
-46.5
-139A
46.5
76.7-136.9
-45.6
45.6
76.7-136.9
-45.6
45.6
76.7
-45.6-45.6
-136.9
76.7
-45.8
-136.9
45.6
76.7-136.9
-43A
43.4
76.7
-40.8
-124.9
40.8
76.7
-38.2
-114.5
38.2
76.7
-35.3
-105.8
35.3
76.7
-32.8
-98.3
32.8
76A
C
-46.5
46.5
-45.6
45.6
45.6
45.8
-45.6
46.6
-45.6
45.6
-45.6
45.6
-41.6
41.8
-38.2
38.2
-35.3
35.3
-32.8
32.8
116.892
32.000
51.892
A
-41.6
41.6
-40.1
40.1
-40.1
40.1
-40.1
40A
-40.1
40.1
-40.1
40.1
-39.2
392
-37.1
37.1
-34.3
34.3
-31.7
31.7
B
-124.7
76.7
-120.3
76.7
-120.3
76.7
-120.3
76.7
-120.3
76.7-120.3
76.7-120.3
76.7
-111.6
76.7
-102.8
76.7
-95.2
74.1
C'
-41.6
41.8
-40.1.
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-40.1
40.1
-37.2
37.2
-34.3
34.3
-31.7
31.7
122.000
33.687
64.627
A
B
-38.2
-114.6
38.2
76.7
-36.2
-108.6
38.2
76.7
-362
-108.6
36.2
76.7
-36.2
-108.8
36.2
76.7
-36.2
-108.6
36.2
76.7
36.2
A08.6
362
76.7
-36.2
-108.6
36.2
76.7
-36.0
-108.6
36.0
76.7
33.6
-100.8
33.6
76.7
31.0
-93.1
31.0
72.4
C
-38.2
38.2
-362
36.2
-362
36.2
-38.2
38.2
-36.2
36.2
-36.2
362
-36.2
36.2
36.2
36.2
-33.6
33.6
-31.0
31.0
123.135
34.000
55.135
Al.
B
37.6
76.7
-35.5
-108.6
35.5
76,7
-35.5
408.6
35.5
76.7-106.6
-35.5
35.5
76.7-106.6
35.5
35.fi
78.7
35.5
-106.6
35.6
76.7
-35.5
-108.6
35.6
76.7-106.6
-35.5
35.5
78.7-100.4
-33.5
33.5
76.7
-30.9
-92.8
30.9
72.2C
.6
37.6
-35.5
35.5
35.5
35.5
-35.5
35.5
35.5
36.5
35.5
35.5
35.5
35.5
-35.5
35.5
-33.5
33.5
30.9
30.9
126.000
34.791
56.418
A
8
.36.3
-108.8
38.3
76.7
-33.9
-101.8
33.9
76.7
33.9
-101.8
33.9
76.7
33.9
-101.8
33.9
76.7
33.9
-101.8
33.9
76.7
-33.9
-101.8
33.9
76.7
-33.9
-101.8
33.9
76.7
-33.9
-101.8
33.9
76.7
-33.2
-99.6
72
76.7
-30.7
-92.0
30.7
71.5
C
-36.3
38.3
-33.9
33.9
-33.9
33.9
-33.8
33.9
33.9
33.91
33.9
33.9
-33.9
33.9
-33.9
33.9
33.2
33.2
-30.7
30.7
130.000
35.896
58.209
A
B
34.5
.103.5
34.5
76.7
-31.9
.95.6
31.9
74A
'-31.9
-96.6
31.9
74.4
-31.9
-95.6
31.9
74A
-31.9
-95.6
31.9
74.4
-31.9
-95.6
31.9
74.4
-31.9
-95.6
31.9
74.4
31.9
-95.6
31.9
74.4
-31.9
-95.6
31.9
74.4
-30.3
-90.9
30.3
70.7
C
34.534.5
31.931.9
-31.9
31.9
31.931.9
31.931.9
-31.9
31.9.
-31.9
31.9
31.931.8
31.931.9
30.330.3
130.378
36.000
58.378
A
B
-34.3
-103.0
34.3
98.7
-31.7
-95.1
31.7
74.0
-31.7
-95.1
31.7
74.0
31.7
-95.1
31.7
74.0
31.7
-95.1
31.7
74.0
-31.7
-95.1
31.7
74.0
-91.7
-95.1
31.7
74.0
-31.7
-95.1
31.7
74.0
-31.7
-95.1
31.7
74.0
-30.3
-90.6
30.3
70.6
C
-34.3
34.3
-31.7
31.7
-31.7
31.7
-31.7
31.7
31.7
31.7
-31.7
31.7
-31.7
31.7
31.7
31.7
-31.7
.31.7
30.3
30.
134.000
37.000
60.000
A
-32,9
32.9
30.0
30.0
-30.0
30.0
-30.0
30.0
-30.0
30.0
30.0
30.0
-30.0
30.0
30.0
30.0
30.0
3 ..0
-30.0
30.0
-B
-98.7
76.7
-90.1
70.1
-90.0
70.
-90.
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
C
-32.9
32.9
-90.0
90.0
30.0
30.0
-30.0
30.0
-30.0
30.0
30.0
30.0
-30.0
"30.0
30.0
30.0
-30.0
30.0
-30.0
30.0
"XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH.
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO IN'
TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
P.Q 5QX l520
NOl W1N�& F19�1f�
rwsro I NTS 1 8 n 12 1_ 7046--9
X 0 X
UNEQUAL LITER
X 0
UNEQUAL LITES
0 X
UNEQUAL t ITES
�pN........
•'uCENSF •.,F.p ��
` * ' No. 58705 * '
C STAR IF /( � �
P.E# 58705
HEIGHT
(SEE SHTS. 2 & 3)
VERTICAL SECTION
OPERABLE UNIT
REFERENCE"XOX"FRAME
ASSEMBLY DETAIL, SHEET 10
REFERENCE "XOX"FRAME
ASSEMBLY DETAIL, SHEET 10
MAX. VENT
H
I I
MAX. FIXED LITE
DAYLIGHT OPENINGDAY
f
f
OPE4N
5
1(SEE SHT. 2)
5
5
(SEE SHT. 2)
80
MAX. WIDTH (SEE SHU
HORIZONTAL SECTION - XOX B7
REFERENCE ")X" FRAME ,
ASSEMBLY DETAIL, SHEET 10
MAX. DAYLIGHT
OPENING FIXED &
OPERABLE VENT
(SEE SHTS. 2 & 3)
VERTICAL SECTION
FIXED UNIT
11 MAX.VENT I
4�—DAYLIGHT OPENING �I
s (SEE SHT. 2) s
MAX..WIDTH (SE HT. 2)
HORIZONTAL SECTION - XX
89
40 41 1
MAX. VENT
W5DAYLIGHT OPENING s.
.(SEE SHT. 3)
MAX. WIDTH (SEE SHT. 3)
HORIZONTAL SECTION - X
NOKOMlB, a SQ75 � . �
ao. eqx race ALUMINUM CASEMENT WINDOW, NON
NoxoM a a 94Z74 VWbb Better I =&W-;Ts 1 9 u 12 '- M459
wilh the noddo
oCENSF•''
* ' No.58708
�O'. 3TA lqf l �lLl`:
�`l A�E�I�.
A Lynn MIMr, P E.
Res i8706
PFTLX7 FM I tK %'JMU
FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS
. TUBE]
� 3" APART AT MID -SPAN
"W FRAME JAMB -� r-X' FRAME JAMB
'9CC° FRAME ASSEMBLY DETAIL
412x1 PH TEK SMS
FRAME ASSEMBLY 43" MAX. O.C. W/ (2) SCREWS
1I SASH FRAME TOP
J OR BOTTOM RAIL
#8x1 QUAD PH SMS
(2) PER CORNER
TUBE 3" APART AT MID -SPAN I
SASH FRAME
"X" FRAME JAMB "O" FRAME JAMB t SIDE RAIL
ZI
SASH FRAME ASSEMBLY DETAIL
"XO" & "XOX' FRAME ASSEMBLY DETAIL
FRAM
$RY4 ni Inn OW QKAQ
MAIN FRAME ASSEMBLY DETAIL
NOKOWS, FL SW5
P.a egx�em
NOKOMI$ F19t271
1.376"
�.4�40"
® 095"
89 CASEMENT BACKING PLATE
MATL: 6063 T6
DWG# 7071 .
.062"
NOM.
2.139"
GSASH FRAME HEAD, SILL, JAMB
MATL: 6063-TB
DWG# 7003A
062" I
NOM. 2.91
0FRAME HEAD, SILL, JAMB
MATL: 6063-T6
DWG# 7002A
3.544"
062"
NOM.
2.784"
80 FIXED FRAME HEAD, SILL, JAMB
MATL: 6063-T6
DWG#•7005A
& ASSEMBLY
CA4 0 I NTS 1 10 r 12 1 7045.9
REVISED
gwWrrhe Florid°
do
—l1rIli'd
N4 LYNN
No. 58705 *'
1�' 0 ST TE F 3i (�
w ym6irl�8lr; A.E.
P.EA W706
ITEM
DWO #
PGT. #
DESCRIPTION
80
7005A
FDCEDWINDOWFRAME -HEAD SR.L&.JAMBS
81
IISS
781P A
N8X1 QUADPNSMS
82
7010
FIXED FRAME CORNER KEY
83
7007
INSTALLATION HOLB COVER
89
7071
67071
CASEMENT HACKING PLATE SEE NOTE 4, SHBBT 12)
.845" •-t-1
.059, I
40 3N6".1/8" GLAZING BEAD
MArL: 6063-T6
DWG# 7037
4523" —�I
.05a, I .865"
41 1/2" I.G. GLAZING BEAD
MAIL: 6063-TB
DWG# 7042
.062"
1.1
�{ .993" .289"
.040"
83 INSTALLATION HOLE COVER
MAIL: 8063-T6
.DWG# 7007
87 CASEMENT FRAME
ASSEMBLY TUBE
040" 1.000" MATL:6063-T6
DWG# 7004A
.423"
50 CASEMENT SCREEN FRAME
MArL: 6083-T6
DWG# 7006
g epxraig --��= AWMUVUM LlA0CMCNW VWNUUW NUN-IMPAGI
rracours r1 �v� i2rtb(vaernr oaero fY7S 71 + 12 u.+v 70459 G
-""'NN LYNN 4f,��//���
` *?' No. 58705
i�0atTE�Ft '•4/�:
/�/� OVAL
ll
A LyimI1�I P.E. `'
REA 55755
® 2x WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SI
ISEE NOTE 2
A 1x WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM
®SEE NOTE 1
is .6.'•—"..
—SEE NOTE 4
11120
MIN.
OPERABLE UNIT FRAME
TO WOOD BUCK
1 1/2" OR MORE THICK
1/4" MAX. SHIM
ASEE NOTE 1
® 2x WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM --I
I�-
®SEE NOTE 2 .
FRI
NOTE 4
MIN.
OPERABLE UNIT FRAME 1
TO CONCRETE W/ WOOD B CK
LESS THAN 1 1/2" THICK
I
1/4" MAX. SHIM
ASEE NOTE 1-�
SEE
NOTE 4
1 1/2° I. --
MIN.
FIXED UNIT FRAME
TO WOOD BUCK
1 1/2" OR MORE THICK
® ix WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM
A SEE NOTE 1 �
SEE
NOTE 4
dlUpilb'�
I"
NOTE 4
1 1/4"
MIN.
FIXED UNIT FRAME TO CONCRETE W/
WOOD BUCK LESS THAN 1 1/2" THICK
SEE
NOTE 4
NOTE: ALL DETAILS
APPLY TO HEAD,
SILL, AND JAMB.
MIN. MIN.
OPERABLE UNIT FRAME FIXED UNIT FRAME
TO CONCRETE TO CONCRETE
NOTES: A
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED 114° ELCO TAPCONS OR 1/4" SS4
CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM AN. TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE.COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX.
SEE SHEET 1 FOR SPACING.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION.
4. ITEM k BACKING PLATE. NOT RFOl11RED FAR IN-RTAi I Annhm ni tretno hntahet_nene not ttat•ry
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