HomeMy WebLinkAboutNotice of Acceptance (2) .I
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MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Ff.34275
`s ,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 RER—
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.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County.Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
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DESCRIPTION: Series"FD-750"Outswing Aluminum French Door w/Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade CountyXroduct Control Section
Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small:Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's n me 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. 14-1117.05 and consists of this page 1 and evidence pages E-1, E-2,E-3 and
E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P. E.
NOA No. 16-0629.16
MIAMI•DADE COUNTY Expiration Date: February 24,2020
Approval Date: July 28,2016
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PGT Industries,.Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED
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A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-1028.10)
2. Drawing No. 8000-11, titled "Alum. French Door & Side L'ites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision '"F" dated 105/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P. E.,1
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B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,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 Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated
02A 5/16, 06/07/16 and 06/20/16,all signed&sealed by Idalmis Ortega,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) Forced Entry Test,per FBC 241.1.3.2.1, and'!TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL45941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
3. 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, and ITAS 202-94
along with marked up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4921,dated 07/17/06, signed and sealed by Edmundo'!J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03) j
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Jorge M.Plasencia,P.E.
Produ_tlControl Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
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PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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B. TESTS(coNTiNuED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum doors of
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. F°TL--4527,dated 02/10/05, signed and sealed by Edmundo J. Largaespada,P. E.
(Submitted under previous NOA No. 05-0419.03)
5. 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 2414.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of'�an aluminum doors of
OXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04,'both signed and sealed
by Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 05-0419.03)
6. Test reports on: 1) Large Missile Impact Test per FBC,TAS 261-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
alongwith marked-up drawings and installation diagram of an aluminum doors of
P g � g
XXXO configuration, prepared by Fenestration Testing Laborat I ory, Inc., Test Reports
No.'s FTL-4529, dated 02/14/05 FTL-4530, dated :02/14/05, FTL-4311, dated
09/01/04, all signed and sealed by Edmundo J. Largaespada,P.lE.
(Submitted under previous NOA No. 05-0419.03)
7. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2 Large Missile Impact Test per FBC TAS 2 1-94
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3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, 'Inc., Test Report No.
FT". 312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada,P.E.
(Submitted under previous NOA No. 05-0419.03)
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C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and FBC 2014, 5tn Edition, prepared by manufacturer, dated 10/11/11, signed and
sealed by A. Lynn Miller, P. E.
(Submitted under previous NOA No. 14-1117.05)
2. Glazing complies with ASTM E1300-04109
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Jorge A Plasencia,P.E.
roduct�Control Unit Supervisor
;I NOA No. 16-0629.16
Expiration:Date: February 24,2020
Approval Date: July 28,2016
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PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to iKuraray America, Inc. for their
"Kuraray Butacite PVB Glass Interlayer"dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex AP Composite Glass Interlayers with
PET Core" (formerly Saflex Keepsafe Maximum) dated b6/19/14, expiring on
12/11/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA)
for their"Saflex HP Clear or Color Glass Interlayers"(formerly Vanceva)dated
06/19/14, expiring on 04/14/18.
F. STATEMENTS
J. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
3. Statement letter of conformance to FBC-2010 and complying with FBC 5th Edition
(2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-1117.05)
4. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14,
signed and sealed by A. Lynn Miller,P. E.
(Submitted under previous NOA No. 14-1117 05) '
5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez;P.E.
li (Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
' Chanda,P.E.
(Submitted under previous NOA No. 09 1028.10)
7. Laboratory compliance letter for Test Reports No.'s FT L 921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL-452S, dated 02/14/05, FT"
n315, dated 09/13/04,
—4 FTL-4529, dated 02/14/05, FTL530, dated 02/14/05, FT L 311, dated 09/01/04
Ili and FTL-4312,dated 09/13/04, all issued by Fenestration Testig Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada,P. E:
(Submitted under previous NOA No. 0"419.03)
I
orge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
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PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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G. OTHERS
1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites — L.M.I.,I approved on 02/19/15
and expiring on 02/24/20.
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o ge M.Plasencia,P.E.
Pr uct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
App'oval Date: July 28,2016
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NOTES:OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S)
1.GLAZING OPTIONS:
A.7/16-LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3/i6'HEAT STRENGTHENED GLASS WITH AN ON PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEX KEEPSAFE MAXIMUM.
S.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLFJDKEEPSAFE MAXIMUM.
C. /1T S'LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER.
D.7118'LAM]CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER NOA DRAWING MAP
E.7/8'LAMI I.G.CONSISTING OF(1)LITEOF3/16-TEMPERED GLASS OUTSIDE,1/4-AIRSPACEAND(1)7/16'LAM]GLASSASSEMBLY INSIDE CM6'A..090 PVB.3116'HS). TOPIC SHEET
F.716'LAMI I.G.CONSISTING OF(1)LITE OF3/18'TEMPERED GLASS OUTSIDE,114-AIRSPAGEAND(1)7/16-LAMI GLASS ASSEMBLY INSIDE(3116-HS,.090 PVB.3116-H4 GENERAL NOTES......-_..1
CON RGURATIONS.___....1
G.7/8'LAMI I.G.CONSISTING OF(1)LITE OF 3/16'TEMPERED GLASS OUTSIDE,1W AIRSPACE AND(1)7116'LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS....._.._2
(3116'A,.075 VANCEVA,3/16-HSI - DESIGN PRESSURES_-_3
I ELEVATIONS._._._-____4
K 718'LAMI LG.CONSISTING OF(1)LITE OF 3/16-TEMPERED GLASS OUTSIDE,1/0 AIR SPACE AND(1)7116-LAMI GLASS ASSEMBLY INSIDE, I VERT.SECTIONS.__,,,,.-_5
(3/16-HS,A75 VANCEVA 3116'HS). HORIZ.SECTIONS...._._..6
PARTS LIST_._........_..7
2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................
8.9
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130D-02. I ANCHORAGE.........._.._...10.1
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02.
3.CONFIGURATIONS:X,O_XXX_OX X�O(�O OXO(OXO)D=XXXO OX�X OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE UTE.
ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE.XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE
FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE N&AND
O UNITS TO MAKE THE ABOVE CONFIGURATIONS. .,
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9THRU'11,
5.SHUTTERS ARE NOT REQUIRED. -
6.SEALANT:INSTALLATION SCREWS.FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT,VERTICALASSEMBLY BEAM SEAMS SEALED ON THS1
INTERICR AND EXTERIOR WITH CONTRACTORS SEALANT,
7.REFERENCES:TEST REPORTS:FTL-4311.FTL-4312.FTL-4315,FTL-0527,FTL-4528,FFL4529,FTL-4530.FTL-4921 AND FTL-5941. PRODUCT REVISED
ANSVAFBPA NDS-2005 FOR WOOD CONSTRUCTION w4 m•Florida
ADM-2005 ALUMINUM DESIGN MANUAL wimaB eNOA-z 1"629.16
8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY E wl.ti-oat.02124/2 0 2 0
HURRICANE ZONE(HVHZ} ar
L11L roduel hol
' 1\\Itit III(!Ii
STANDARDS USPn: �ti'Z•:•`ycer+s<'..C9�: .
•2014 FLORIDA BUILDING CODE PSCL STH EDITION C:
•ASTM E13W-N ia: 11o.68705
•ANSVAFSPANDSA'2 FOR WOOD CONSTRUCTION _
L •AW MINUM DESIGN MANUAL•AOM-ZID
•AISIS100d7/52-2010
_ �I. Ll- EGFJJERAL NOTES AND DRAWING MAP,ALUM.FRENCH DOORBSIDELITES,IMPACT a'•• A LYNNI-#68 0 P:E.
F.IC VSrtK s07� FUL ! •12 •..ti~8000.}il F FL P.E.tl 6B7D5
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7116"NOM. 7H6"NOM.
311 V ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090'DUPONT BUTACITE OR SAFLEXKEEPSAFE ,075'VANCEVA INTERLAYER
MAXIMUM PVB INTERLAYER
311 6'HEAT STRENGTHENED GLASS 3716'HEAT STRENGTHENED GLASS
gi oR92 93 DR94
109 90 109 9D
10 10
105 518-GLASS 105 618-GLASS
BITE BITE 'I
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EXTERIOR INTERIOR EXTERIOR INTERiOft '
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER
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7/e'NOM. 7/8'NOM.
3/16'TEMPERED GLASS 3116'TEMPERED GLASS -
AIR SPACE AIR SPACE
311V ANNEALED OR HEAT 3/16'ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
.090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
3.16'HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS
95 oR 96 97 OR 98
109 109 PRODUCT REVISED
108 90 108 90 NOA-gi"i,w 16)6 0.16
NOA-Na
CoA�'18-0B20.�8
�I E"p1 d—Vcw 07/24/2020
105 5 6'cLnss 105 '�''r, I1p
BITE BITE MI.i6
EXTERIOR INTERIOR EXTERIOR INTERIOR ,I ,
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL sErrmoBLoac
7/8"LAW I.G.GLASS W/PVB WTERLAYER 7/8"LAMI I.G.GLASS W/VANCEVA INTERLAYER �t 6 fl I6
� , GLAZING DETAILS
�� ALUM.FRENCH DOOR 8 SIDELRES,IMPACT
a � rr.enr ns A.LVNN MILLER P.E.
FJ fz2wo t.r. Rl7W FU 2 12 8000•fi, F FL P.E.II 58705
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Table 1.Mabmum Design Pressures(psD OVERHANG
LENGTH
Allowed Height(in) OVERHANG
Conflguratlon Width(In) GlassEIGHT O
Types 79 3/4"(6B) 83 3/4"(To) 87 3/4" 91 314" 95 3!4"(Be)O � S
A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 II
X 37"(3) NOTES:
French C,G +100.0 -t 00.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.D +100.0 400.0 VIF USING THE OPTIONAL LOW-RISE SILL
Door A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -W.0 (?ART 1D,SHEET B OF 12).THE
XK 713/4'(6) OVERHANG LENGTH MUST BE GREATER
C,G +100.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 THAN OR EQUAL TO THE OVERHANG
HEIGHT(SEE DIAGRAM).IF NOT,THE ..
A,E +70.0 .80.0 +70.0 -80.0 +70.0 .80.0 +70.0 -80.0 +70,0 -80.0 MAXIMUM I POSITIVE LIMITED DESIGN
F011 36 11116" PRESSURE IS NDZE TO THE
PSF FOR
Jamb C,G +100.0 -100.0 +100.0 -100.0 +160.0 -100.0 +100.0 -100.0 +100.0 -100.0 AN STYLES ANDSIZES EL THE DOOR
AND ANY ADJOINING SIDELITES.(REF.
FTL�a41)
30 11/16" C,G +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0
Sidelib3 33 11/18" C,G. +100.0 400.0 +100.0 •100.0 +100.0 •100.0 +100.0. -100.0 +97:4 -97.4
Narrow
Jamb A,B.E.F +70.0 -80.0 +70.0 -80.0 +70.0 .80.0 +70.0 -80.0 +76.6 -80.0
3611/16" C,G +100.0 400.0 +99.9 -99.9 +85.3 -95.3 +91.4 -91.4 +87.9 -87.9 �
D,H +1D0.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 .100.0 +100.0 -100.0
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Table 1 a.Glass Type and Test Report Number
A-7/16"LAMI(3/16"A.090 PVB,3/16"HS) FTL-4311,4312,4315 -
B-711T LAMI(3/16"HS,.090 PVB,3/16-HS) UPGRADE FTL-4311,4312,4315 PRODUCT REVISED
C-711W LAMI(3116"A,.075 VANCEVA,3116'HS) FTL-4527,4528;4529,4530 s p92 wnh m.FI".Ia.
D-7/16'LAMI 16'HS,.075 VANCEVA,3/16"HS UPGRADE FTL-0527,4528,4529,4530 e022
E-7/8'LAMI LG.(3116-T,1/4'AIR SPACE,3/16"A,.D90 PVB,3/16"HS) F-TL4311,4312,4315 e.P1."s"n cae.0212412020
F-7/6'LAMI I.G.(3116-T,1/4"AIR SPACE,3116"HS,.090 PVB,3/16'HS) UPGRADE FTL-4311;4312,4315
G-7/8"LAW I.G.(3/16'T,1/4"AIR SPACE,3/1(7'A,.075 VANCEVA,3116-HS) FTL-4527,4528,4529,4530
H-7/6'LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16'HS,.075 VANCEVA,3/16"HS) UPGRADE FTL-4527,4528,4529,4530
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_ b. f1 lb
�m awM raroTaiuna+rware DESIGN PRESSURES i ;^:';.::;_`::. ..:•.
x�mas.asraa --.•..
vm�arl� ALUM.FRENCH DOOR 8 SIDE LITES,IMPACT
1q. Duero a �......, -'Woo
er i. A.LYNN M1LlER,P.E.
AGYWRfi a,9�
� FJL 7D2ie1 LT. � lO1.N Nl•$ 3 +17 800611' F FL?.EJf 59705
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1-7313116'MAX.WIOTH---{ 1105J8•MAX.WIDTH [-1453re•MAXWIDTH �{
/ J
MAX
HEIGHT I
ALL / /
OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE
_ 37' 36 11/16' 35 11116' I
AX,
WIDT
MAX WIDTH—
MAX.WIDTH I.�.. MMAX.DUO [--MAX. 6' 'I
25'MAX. I 71 314'MAX.WlDTH
DLO ALL X
UNITS
79118'
MAX
DLO - PRODUCT REVISED
emimng
uoe..u.. 16-0629.76
Gplmllo.D L0224f2020
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Dr
� wGH32p
X O(FULL JAMB) O(NARROW JAMB)
NOTES: i
1.CONFIGURATIONS WITH SIDE LRES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
• 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH I I. - ✓' 6. I/
3.FOR VERTICAL SECTIONS SEE SHE ET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET6. W .
mn15cN�r000reave
T
EXAMPLEELEVATIONS _
R® ALUM.F_R_ENCH DOOR&SIDE LITES IMPACT
ACWO1[a.aa.a� "` 'I A.LYNN MILLER,P.E.
• FX f223D1 L.T. R)T6p NTS 4 •f2 �re000-it F FL P.E.058705
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VERTICAL SECTION A 1 VERTICAL SECTION B 1
NARROW AND FULL OUTSWING HEAD
JAMB SIDE LITE HEAD 4
61 6 4 oR 7 23 6
5 I
ORIGINAL VERSION TOP RAIL
21 55
ALTERNATE VERSION TOP RAIL I
Ct> 4> C
MAX.DLOJ-- MAX DLO
EXTERIOR INTERIOR EXTERIOR INTERIOR
MAX. MAX.
HEIGHT HEIGHT
ORIGINAL VERSION BOTTOM RAIL
22 56 PRODUCT REVISED
ALTERNATE VERSION BOTTOM RAIL
wlml�
NDA-Ne. 78-0829.�B
2
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10
1 3
7
23 oa 2
VERTICAL SECTION C VERTICAL SECTION D
NARROW AND FULL OUTSWING SILL _
JAMB SIDE LITE SILL
omrecaonan VERnCAt SEC77ONS
ALUM.FRENCH DOOR&SIDE WES,IMPACT
A.LTNN}:!ILLER.P.E.
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20 105 20 SEENOTE 81 1 82 E O
6
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29 NOTE-.ASSEMBLY HARDWARE OTY(311V
80 FROM TOP&BOTTOM AND ONE AT MIDSPAN
DETAIL J 30 1.TERIOR
20 5 46 SLAB AT
26 I GLASS BED 1 83 27
DETAIL G STILES AT ASTRAGAL DETAIL F
FULL JAMB SIDE LITE
(AT HINGE JAMB), ExrERwR
6 62 $1 SEE NOTE 6 82 81 SEE NOTE
5 5 �—
20 106 20 1 106 PRO DUCT REVISED
b. � N`w Mth M�ilvrida
BD No wCod.1 629.16
30 7 7 ucq aelon Cae.02a412020
30 mr. i Eli'
27 280 27
29 83 70 29 B3 170
1 DETAIL E DETAIL I =
DETAIL H DETAIL K JAMB,FULL JAMB JAMB,NARROW
NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE
(AT HINGE JAMB) (NOT SHOWN ABOVE) _ 6
romr®namroxrv>:FM
HORIZONTALSECnONDEWLS
® ALUM.FRENCH DOOR&SIDE LHES,IMPACT
A.CYW WLLER P.E.
FR LT. +12 �8000.11 F FL P.E958705
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2 =A 0N'S17RJOSBL 6Bm 6 m ECII£w RWnt MW
3 6pK`OUTSTVMEL(DVkA now 7 M NSTALLPGTE M%
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5 IVA SfIlaJAME WEAT80tSIFO I331 VBDT/I= m PDD Bou FIDE
6 w 901Cwm 6BID! v M4 f1A7L cOle
7 1 NSTAU. TE MW a mD IxnTDM R.BLL 6Bp1
6 FRAMRA6 Y FB%I'PN AD 'RI 31 7HNEADIDRW.Vl6-1EX3P 6IRADA
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Il Bpi 393FnOBEOLTPDD M 61 1016 JnTML(0M0XAUbdup6
ez Bwf STANDARD1TA1sxrlN.re wl6SP.OD M PRODUCT REVISED
p crsl opgrEmralme eBDI 6+1.AS3.BEADS&SDIODNE plyf gwith Ow Flodit
• 90 OAaNOEEAGNr Pawco1 'QM MOR UIVAIEDfr emiEtap fob.
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a AOAt RQIr•�PIAMAT 6TMOAL VEION T w5limn1 91 1A6•uMLVATm QASS IP 'MPVEYlP1
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R SFRR[EwA7ESQ¢WS FERI2'SSSSAD.TRip 7dAIDFT][ m NIP GMCU7ID 0:A59 1VANQaVA.Y1P 1� I.
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PARTS LIST
ALUM.FRENCH DOOR BSIDE Lf1ES,IMFACT
weaA4 ftalr ��J�' rwre o°n .. A LVNN%1IL'.LER P.E.
F.K f2/IS1N Li. l,496 FDlbP NA 7, •12 MOD•11 F FL P.E.#U705
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082 2236 1
1.000 4.027 II
L�3.838� -F 3236—�� 1353 1.033 050 O4pJ '�1
#8006 6063,.J #8003A 6063-T6 #8004C 6063-T5 #8008 6063-T5 #8007 6063-T6
OAND SIDELITE SILL
FRAME,HEAD,JAMB O OUT-SWING SILL O OS SILL COVER 0DRIP CAP OO SCREW COVER
�
074
r-3.018— A02 1 7 f 2 1.49 I-�1.940--►1
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O INSTALL PLATE 101 OUT-SWING LOW SILL 9STILES-T6 23 #TOP SWEEP
1.938 .,00 1.9jI38n7
1
797
f- 8250 -' I— 4A34 =1 C72.240--+{ .
22 #8013 6063-T6 21 #8014 6063-T6 24 #8016 6063-T5
BOTTOM RAIL TOP RAIL BOTTOM SWEEP PRODUCT REVILED
• y�,q wiM Florltla .
T T 9uBAinO C�
A76 f+ow-Nw 'Ib0B29A6 i
...U76 T FiFlnew�wta 0224/2020
1.938� .100 1.938 rBy
i- 8.250 ' I"----4.434� I�—z.644
I #
BOTTOM RAIL,LAG BOLT DESIGN 55 TOP RAIL,LAG BOLT DESIGN 26
56ASTRAGAL' .-
+om rE•onexocr EXTRUSION PROFILES -
ao+9.FLp.avmns ALUM.FRENCH DOOR&SIDEL!IES,IMPACT
rt4 rwe.r Sri+ ALYNN MILLER,P.E.
FX f7g34J1 LT. I/305 FVM '(/$ 8 1Y 6000-1! F FL P.F�58705
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—2211�{ 075 I I I -
r••�� 1+-1.763-4
072 II
27 #8021 B 8083—T6 28 #8020A 8063—T6 29 #8018 6063-T5 30 #8019A 6063—T6
GEAR HINGE,JAMB GEAR HINGE,COVER HINGE,BACK—UP GEAR HINGE,DOOR .125 3251
.062
3.775 1912
1 2622�'I IIA
.125- 033B,OD 1
•0� �3536�-1 #83B 6105—T5
SL HEAD TRIM O SUBSILL,OPTIONAL 70 #8010 6063—T6 37 #8039 6063—T6 80 ASS'Y BEAM
8
NARROW SL JAMB 'TRUSS CLAMP
5� 1.1W
.04 1�
L 040
I�442 .965 .750 .045 437 4
.985 7
.050
BACKBEADS SL BACKBEAD 71/16"BEAD 5' ®#80 GAB AD3—TS g2 SL JAMB TR M ,
ALUMINUM
SLICONE #RA
4ELT Sum �B�OR—ENT POLVISO- DESICCANT FILL AREA•
STR:IC BUMIIlE
STRUCTURAL SILI Smart,M SEAL '6M S•NCAL
POL T A 1!a•NOW 3ne'NOM. suryLB —SILICONE SEAL,
WITH DESICCANT - DESICCANT ROLL-FORMED
DESICFOAM STAINLESS STEEL
EM Glnss EM GtAEKT GrnSS PRODUCT REVISED
E%T.GLASS 6uadUg" In tM Ilvritla
Nowam. 164829.16
e"gra0"n Bat*OW24l2020
INT.GLASS GLASS INT.GLASS • INT.GLASS �I By
m KODISPACE m SUPER DURASEAL(D a3 XLEDGE- f MI a.Poao<i w"1�
4SG TPS (B SPACER®NXT' SPACER C SPACER
PartB Description Material
1D0 Kommer9ng4SGTPS Spacer System
, Ouanez Super Spacer nXT with Hot Meh Butyl See this0, '!C"���` •:
102 Ouen"Duraseal Spacer Sheet for % -
Materials `
103 CaN9rml)(L Edge Spacer ,
ftEfERENCE TEST REPORTS:FTL-ei,].eee9 a 9a10 -•!;'�!�6 O /� :.
EXTRUSIONPROAIES '
Iszw
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�,m,,�Ry�� A. NALLiR P.E.
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TYP. ANCHOR 1 TYP. ANCHOR
CLUSTER I CLUSTER
10.671• (TYPICAL) (TYPICAL) 10.571•
MAX MAX.
o++c ! I G.C.
JAMB _ JAMB JAMB --L• ! JAMB 1
ANCHORS 18.500 ANCHORS ANCHORS 18,500' ANCHORS
HT. OTY. MAX HT. OTY. HT. OTY. MAX. ` HT. OTY.
95314'-(5) O.G 853/4'-(8) 95314'-(5) O.C.
913/4"(5), )1314'-(e) � 813/4'-(5) (2)EO. (3)EO.' B1 S/4'_(8) )
873/4'-(S) L
7314•-(81 873/4'_(5) SP.7YP. SP. 87314'-(8)
633/4'-(5J 33/4'-(71 783/4'-(5) 79374'-P)78314'-(5) 11. 93/4--(71 N' (`'1 11'
DETAIL A(CONCRETE) DETAIL B(WOOD DETAIL C(CONCRETE) SEE NOTE s I DETAIL D(WOOD)
(SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APruc�ABLITY J (2 OR MORE PANELS)
ANCHORTYPES: ANCHORTYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES:
1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR
LOCATIONS
ANCHORAGE SPACING REQUIREMENTS: it
1.DETAILSA AND BABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LNE O PANELS WITH FULL OR NARROW WIDTH JAMBS.DETALLS CAND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL
INSTALLATIONS OF TWO OR MORE PANELS.UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2.ANCHOR TYPES:1-114'ELCO ULTRACON 2+1/4'ELCO SS4 CRETE-FLE)(3-#12 STEEL SGREW(GS)
I
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WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318'MIN.EMBEDMENT..
3.SINGLE PANEL CONFIGURATIONS;(DETAIL A.CONCRETE SUBSTRATE.DETAIL S;WOOD SUBSTRATE)
PRODUCT REVISED'
. HEAD AND SILL._..8•MAX.FROM FRAME CORNERS. I j . Wym�.In en.gonaa
JAMBS.........._.._.11'MAK FROM FRAME CORNERS,18.600-MAX O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571'MAX O.C.WOOD SUBSTRATE(DETAIL B}I N04Na 16A829.16 ,
ExpknU—D.L.02/24/2020
4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE)
ey
HEAD AND SILL.....8'MAX FROM FRAME CORNERS,AND AT 3'AND 8'MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4}
JAMBS.._71'MAX FROM FRAME CORNERS AND 18.500'MAX O.C. I
S.TWO OR MORE PANEL CONFIGURATIONS (DETAIL D.WOOD SUBSTRATE) I
HEAD AND SILL.._.8'MAX FROM FRAME CORNERS,AND AT W.6.B'AND 12'MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8} ,
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27314'. .
JAMBS_._................I I'MAX FROM FRAME CORNERS AND 10.571"MAX O.C. � •`..,,
• I -
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R"a n ALUM.FRENCH DOOR&SIDE LlTES IMPACT
AD•wx +� .� A.LYNN MILLER Pa
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114*MAX SEE NOTE 2 I= WOOD
OPTIONAL
E NOTE 2
SEE NOTE 5 84
114"MAX (NOTE 1) GROUT, 84 1/4'MAX SEE
GROUT
NOTE
-IF NOTE 5
Tr5 n
N k-MAJ NOTE
..........
7! EMBED.
SEE SEE
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1 3w
NOTE I MIN D,
NOTE 1 2x WOOD,SEE MIN. zc WOOD.SEE
_rON.. _t.:
NOTE 3 NOTE 3
TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD&SILL SECTIONS)
EMBED.
3.4 KSI MIN.- 5EE
=4CRETE T
1/4' N
�34KSI MIN. MAX ODD IN.
SEE SHIM
'"'
NOTE I SEE NOTE,
Ix WOOD
SEE NOTE 3
114'J 1/4'.MAX
MAX. SHIM
SHIM
CONCRETE ANCHOR SEE NOTE I CONCRETE ANCHOR SEE NOTE 1 J WOOD ANCHOR SEE NOTE 2 PRODUCT REVISED
'll
TYPICAL DOOR&SIDE LITE HEAD NO. I
Explutfm Daft 0212412020
NOTES:
1.FOR CONCRETE APPLICATIONS IN MIAMWADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114'ULTRACONS OR 1/4'SS4 CRETE-FLEX.MIN.DISTANCE By
FROM ANCHOR TO CONCRETE EDGE IS 13/4.MIN.EMBEDMENT."IW ULTRACON-1318',19'SS4 CRETE-FLEX-1314-.
2.FOR WOOD APPLICATIONS USE 912 STEEL SCREWS(GS)OR ELCO 1/4'SS4 CRETE-FLEX-1 3/B'ML4.EMBEDMENT FOR EITHER-
3.WOOD SUCKS DEPICTED AS lx ARE LESS THAN I 1/2'THICK 1.WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID,OONCRETF-WOOD BUCO
DEPICTED AS 2XARE 1112"THICK ORGREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED 13YTHE
AUTHORITY HAVING JURISDICTION(MILD.
4.FOR ATTACHMENT TO ALUM:THE MATT SHALL BE A MIN.STRENGTH OF 6063-75 AND A MIN.OF 118"THICK.THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2X WOOD BUCKS.THE ANCHOR SHALL BE A#12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM.IF THESE CRITERIA ARE MET,THE PRESSURES S14OWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAY BE USED,5.IF SILL IS TIGHTTO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN..(DONE BY OTHERS)S)
MUST FULLY SUPPORTTHE ENTIRE LENGTH OFTHE SILL THAT IS NOTTIGHTTO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.
l-g5;w;2a1rF . C"oGED ETA LS
7LUM.FRENCH DOOR&SI1DE LITES,IMPACT
Pa I= _Z_ r
ILYNNMA:LEKP.E.
11411 .12 8000_11TFa PX.9 5870
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"ATE OPTIONAL OPTIONAL
(ALL SILL SECTIONS) ANCHOR
SEE NOTE 1, I 64
SHEET II WOOD WOOD ANCHOR
CONCRETE ANCHOR SEE NOTE I.SHEET it j
ANCHOR 11T MAX SEE NOTE 2,
114'MAX SEE NOTE 1, `_ SH GROUT,
SHEET 11 0 SEE NOTE I - 1/C� �11 10 1G 10
RoLrd
GROUT, ��I 6,SHEET 11 SE -� SEE NOTE, `
SEE NOTE 6�
SHEET 11 NOTE 6, 5,SHEET 11
SHEETII
EMBED. L 4 341051 MIN "` I { 94 KSI MIN.: EMBED. 1318 I —. 2s WOOD •� `J��
SEE NOTE 1, ;SEE NDTE 1, - 1 - w���•c
1t ,'CONCRETE 1n ,,; CONCRETE*,,. MIN. ' SEE NOTES,- N. SEENOTE3,-
SHE.E�TIt :; .•r!:::l,': SHEET 11
I , fi.' -:yi`• - "�, SHEETI SHEETI� .
II
TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL I OPTIONAL DOOR SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD)
EMBED
EMBED. S . II
4 ®SEE SEE CONCRETE CONCRETE
NOTE 7 NOTE 1,IelN
ANCHOR
SHEE7;1I HEET 11I 1 .1 SEE NOTE 2,
INTERIOR :a l MIN.
sHE 11
TALL JMAB SECTIONS) CONCRETE I
EXTERIOR All
SEE NOTE 1,
SHEETIf
CONCRETE OR 1.1 KSI •^;'-.:�-: Illl PRODUCT REVISED
3.4 KSI MIN. '' ' MIN.CMUCONCRETE= ' ' 2K WOOD, No "629.16
SEE NOTE'3I Bon Ub 02124/2020.
SEE NOTE 3, ,� I SHEET II I Goy' /
By
1/4"MAX SHIM
I II S� X.114"MASHIM—I M 114-MAX SHIM-4
F'�
TYPICAL DOOR&SIDE LITE JAMB
¢ a ANCHORAGEDETAILS
vne�a ALUM.FRENCH DOOR&SIDE LnFS IMPACT
pK AOt17Nct AJ/v7 0 �""' �" A LYNNMILLER P.E. ..
FX fY1S0� LT 4/&VS R17l0 1/4 /2 s 12 8000.11,� F FL P.E.0 58705
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