HomeMy WebLinkAboutNOA-FRENCH DOORSSCANNED
BY
St Lucie County
MIAMI�DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINIST �TION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Ff. 34275
SCOPE:
This NOA is being issued undo]
materials. The documentation soil
Product Control Section to be us�
Having Jurisdiction (AHJ).
This NOA shall not be valid a
Control Section On Miami —Dade
the right to have this product or:
fails to perform in the accepted m;
may immediately revoke, modify;
RER reserves the right to revok
Control Section that this product c
This product is approved as desci
Code, including the High Velocity
MIAMI DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidad e.aoyleconom v
the applicable rules and regulations governing the use of construction
Knitted has been reviewed and accepted by Miami —Dade County RER—
t in Miami Dade County and other areas where allowed by the Authority
:r the expiration date stated below. The Miami Dade County Product
ounty) and/ or the AHJ (in areas other. than Miami Dade County) reserve
iaterial tested for quality assurance purposes. If this product or material
mer, the manufacturer will incur the expense of such testing and the AHJ
or suspend the use of such product or material within their jurisdiction.
this acceptance, if it is determined by Miami —Dade County Product
material fails to meet the requirements of the applicable building code.
bed herein, and has been designed to comply with the Florida Building
Hurricane Zone.
_-
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated �2/23/04, with revision "F" dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section
Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County
Product Control Section.
MR ISSILE IMPACT ATIN Iss , e and,5`a11' MiltaZctesistant
LABELING: Each unit shall bear, a permanent label with the manufacturer's name or logo, city, state,
model/ series, and following stateltit: "Miami —Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be c�
no change in the applicable building c
TERMINATION of this NOA will
in the materials, use, and/ or manufac
of any product, for sales, advertising)
to comply with any section of this NO
M�DADECOUNTY 2��b
NOA shall be provided to the user by the manufacturer or its
section at the job site at the request of the Building Official.
and consists of this page 1 and evidence pages E-1, E -2, E-3 and
med above.
ed by Jorge M. Plasencia, P. E.
NOA No 16-0,620 9.I'6,
Expiration Date: February 24, 2010
Approval Date: July 28, 2016
Page 1
File Copy.
--
PGT Industries, Inc.
A. DRAWINGS
1. Manufacturer's
(Submitted uni
2. Drawing No. !
through 12 of
manufacturer,
B: TESTS
1. Reference Test
ie drawings and sections.
r previous NOA No. 09-1028.10)
00-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
2, dated 12/23/04, with revision "F" dated 05105116, prepared by
pied and sealed by Anthony Lynn Miller, P. E.
Along with mark6
Doors (w/ PS, Sul
Laboratory, Inc.,1
02/15/16, 06/07/1i
2. Test reports on: 1
2
4;
along with market
door using a lovr
Fenestration Testi
signed and sealed
(Submitted under
3. Test reports on: 1)
2)
3)
4)
5)
6)
along with marke,
OXXO configurat
No. FTL 4921, dF
(Submitted under,
)rt 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
-up drawings and installation diagram of Aluminum Sliding Glass
x, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
-st Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
Air Infiltration Test, per FBC, TAS 202-94
Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
Water Resistance Test, per FBC, TAS 202-94
Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
up drawings and installation diagram of an aluminum sliding glass
sill threshold, glazed with 7/16" laminated glass, prepared by
g Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09,
y Julio E. Gonzalez, P. E.
►revious NOA No. 09-1028.10)
Air Infiltration Test, per FBC, TAS .202-94
,Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
Water Resistance Test, per FBC, TAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
Cyclic Wind Pressure Loading per FBC, TAS 203-94
Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
,up drawings and installation diagram of analuminum doors of
>% prepared by Fenestration Testing Laboratory, Inc., Test Report
ed 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E.
r�evious NOA No. 05-0419.03)
E-1
Jorge M. Plasencia, P. E.
11 Product Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24, 2020
Approval Date: July 28, 2016
PGT Industries
B. TESTS (coNTmim)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
) Large Missile Impact Test per FBC, TAS 201-94
) Cyclic Wind Pressure Loading per FBC, TAS 203-94
fl) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with mar ed-up drawings and installation diagram of an aluminum doors of
OXXX confi ation, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted and ' r previous NOA No. 05-0419.03)
5. Test reports on: �) 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 mar ed-up drawings and installation diagram of an aluminum doors of
OXXO configu lion, 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: ly Large Missile Impact Test per FBC, TAS.201-94
2� Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of an aluminum doors of
XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FT1,-45291I dated 02/14/05, FTL-4530, dated 02/14/05, FTL4311, dated
09/01/04, all signed and sealed by Edmurido J. Largaespada, P. E.
(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 201-94
3) Cyclic Wind Pressure Loading per 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.
FTL4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and FBC 2014, 5t� Edition, prepared by manufacturer, dated 10/11/11, signed and
sealed by A. Lynn Miller, P. E.
(Submitted underl'revious NOA No. 14-1117.05)
2. Glazing complies Tth ASTM E1300-04/ 09
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24, 2020
Approval Date: July 28, 2016
E-2
i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITYASSUR I CE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTI CATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Buta cite 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 "Safle CP - Saflex and Saflex AP Composite Glass Interlayers with
PET Core' (f rmerly Saflex Keepsafe Maximum) dated 06/19/14' expiring on
12/11/18.
3. Notice of Accep ce No.14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex* Clear or Color Glass Interlayers" (formerly Vanceva)-dated
06/19/14, expiring on 04/14/18.
F. STATEMENTS
1. 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-8168.
3. Statement letter I f conformance to FBC 2010 and complying with FBC 5".Edition
" (2014), issued by manufacturer, dated 11106114, signed and.sealed by A. Lynn Miller,
P. E.
(Submitted undeprevious 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 revious NOA No.141117.05)
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.
(Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 084891 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 FTL-4921, dated 07/17/06,
FTL-4527, dated 62/10/.05, FTL--4528, dated 02/14/05, FTL4315, dated 09/13/04,
FTL-4529, dated 62/14/05, FTL-4530, dated 02/14/05, Ylr"311, dated 09/01/04
and FTL4312, dated'09/13/04, all issued by Fenestration Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 0"419.03)
r
orge M. Plasencia, P. E.
Pr6duct Control Unit Supervisor
" NOA No.16-0629.16
Expiration Date: February 24, 2020
Approval Date: July 28, 2016
E-3
1
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A. 7116' LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN AW PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEX KEEPSAFE MAXIMUM.
B. 7/16" LAN CONSISTING OF (2) UTES OF 3M6' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIIQ=EPSAFE MAXIMUM.
C. 7116' LAMI CONSISTING OF (1) LITE OF3/16-ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
D. 7H6" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA HVTERLAYER
NOA DRAWING MAP
E. 718' LAMI LG. CONSISTING OF (1) LITE OF3116' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1)7116' LAM[ GLASS ASSEMBLY INSIDE (3/16' A,.090 PVB, 3/16- HS).
TOPIC SHEET
F. 7/8" LAMI I.G. CONSISTING OF (1) L ITE OF 3/16- TEMPERED GLASS OUTSIDE, 1/4-AIRSPACE AND (1) 7/16" LAND GLASS ASSEMBLY INSIDE (3/16' HS,.090 PVB, 3/16- HSI
GENERAL NOTES ............ 1
CONFIGURATIONS........... I
G. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, Or AIR SPACE AND (1) 7116- LAMI GLASS ASSEMBLY INSIDE
GLAZING DETAILS ....._.... 2
(3116" A,.075 VANCEVA, 3/16' HS).
DESIGN PRESSURES._._ 3
ELEVATIONS ............. _..... 4
H. 718' LAMI I.G. CONSISTING OF (1) LITE OF 3116- TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE
VERT. SECTIONS ............. 5
(3/16' HS-075 VANCEVA, 3/16" HS)
-HORIZ SECTIONS...._..... 6
PARTS LIST ... ............. .... 7
2. DESIGN PRESSURES: TABLE 1. SHEET 3.
EXTRUSIONS ................... 8-9
—A.-NEGATIVE DESIGN LOADS BASED 6N TESTED PRESSURE AND GLASS TABLES ASTM E1300-02.
ANCHORAGE ....................10-t
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02.
3. CONFIGURATIONS: X, O XX XO OX, XM XXO OXX, OXO, XXXX XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
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 X XX AND
0 UNITS TO MAID: THE ABOVE CONFIGURATIONS.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT.
7. REFERENCES: TEST REPORTS: FTL-4311, FTL-431Z FTL-4315, FTL-4527, FTL4528, FTL-4529, FTL-4530. FTL-4921 AND FTL-6941.
PRODUCT REVISED
ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION
as ;mplyh, with the Florida
B"'ld"'B- code
ADM-2005 ALUMINUM DESIGN MANUAL
NOMto. 16-0629.16
3. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
Expiration Date 02/24/2020
HURRICANE ZONE (HVHZ).
BY
- •�
aI m a roduct Control
STANDARDS USED:
•2014FLORIDA BUILDING CODE (FSC),STHEDITION �1�,'JGENSg ••'Q i
•ASTM E
•ANSI/AF&PA PA ND ;'T : • No• 59705 _
S-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
•AISls10"71S2-2010 a Il6
7• xo�ato� y,�� i) S, -fF OF
JA SPACERSTOWELTA GENERAL NOTES AND DRAWING MAP
er.
rO eoxlaarr ALUM. FRENCH DOOR & SIDE L/TES, IMPACT
aa.n ay. aeec o� NO1COAd,9,RSM74 ® e.rwe rot e.r a..p,ru iw A LYNN IuIILLER, P.E.
F.lG f7l1.?l04 LT 4BiD5 FD75D 7U 1 s 12 8000-11 I F FL P.E.# 58705
7/16' NOM.
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.090" DUPONT BLITACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB INTERLAYER
3116'HEAT STRENGTHENED GLASS
91 OR 92
46" NOM.
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.075"VANCEVAINTERLAYER
3116" HEAT STRENGTHENED GLASS
93 OR 94
618.
EXTERIOR INTERIOR EXTERIOR I I I INTERIOR
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER 7116" LAMI GLASS W/ VANCEVA INTERLAYER
7/8' NOM. 7/8' NOM.
3/16' TEMPERED GLASS 3/16' TEMPERED GLASS
AIRSPACE AIR SPACE
3/16" ANNEALED OR HEAT 3116" ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
.090" DUPONT BUTACITE OR SAFLEX/ 075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
3116" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS
95 OR 96 97 OR 98
108 109 90 108 109 90 as cog With PRODUCT REVISEDeodda
No"o. 1 F-0629.16
Expin.tlon oab02124/2020
105 518' GLASS 105 W GLASS
ey
BITE BITE M1e Product on
EXTERIOR INTERIOR EXTERIOR INTERIOR : {
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 718" LAMI I.G. GLASS W/ VANCEVA INTERLAYER -
107D7ECHAW Y0RWOGLAZING DETAILS ,; : ; •.:.. :
NO11BlMAS, FL 3/27b T1e _ ..•. ...
WMAFL3# ALUM. FRENCH DOOR& SIDE LITES,IMPACT
P.aBQXIMrtausr m,e nw�a A. LYNN MILLER, P.E.
F.(L 12AMM LT � Nuu�lt�Ft�na ® FD76a FU 2 12 8000-11 F FLP.E.#58705
Table 1. Ma)dmum N OVERHANG
I LENGTH
OVERHANG
Configuration Wld HEIGHT o
II
X
37 „
French
SING THE OPTIONAL LOW-RISE SILL
Door
f 10, SHEET 8 OF 12), THE
XX
71 3/4HANG LENGTH MUST BE GREATER
OR EQUAL TO THE OVERHANG
T (SEE DIAGRAM). IF NOT, THE
Full
AUM POSITIVE (+) DESIGN
36 1 ' SURE IS LIMITED TO +50.0 PSF FOR
Jamb
ITYLES AND SIZES OF THE DOOR
-kNY ADJOINING SIDELITES. (REF.
3011941)
I
Sidelite
331'f
Narrow
Jamb
I
I'
I I I 1 1 361
_Table 1 a. Glass Type
, a
�M 3716' ,A,:;
B - 7/16 ` LAM (3 16"HS,.
C - 7/16" LAMI (3/16"A' ,0?
PRODUCT REVISED
the Florida
D - 7/16" LAMI (3/1THS,.('
as complyln with
Building Code
E - 7/8" LAMI I.G. (3/16"T,
NOI-No. 16-0629.16
F - 7/8" LA IM 11. G. (3/16"T,
Expiration Date 02124/2020
G - 7/8" LAMI I.G. (3116'7,
By
H - 7/8" LAMI I.G. (3/ 16"T,
Mlafni Product Control
R817sd9)c pavbbro Ri-w
/ Y'
DXW
JA
w. mot vvo ch-W I a A. LYNN MILLER, P.E.
FX 12/2M f L.T-1 1 418105 F FL P.E,# 58705
�+-7313/16" MAX. WIDTH
MAX
i
i
HEEIGHIGH
T q
791/8
MAX
DLO
i 110 5/8" MAX WIDTH
OX OR XO OXO
37"
MAX. WIDTH
25" MAX. H71 3/4" MAX. WIDTH—+�
DLO ALL X
UNITS
145318" MAX. WIDTH
i
OXXO (SHOWING EACH VERSION
36 11/16" 36 11/16"
MAX WIDTH MAX WIDTH
25" r
33 3116"
X XX O (FULL JAMB) O (NARROW JAMB)
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11.
3. FOR VERTICAL SECTIONS SEE. SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
P.Q sax lw
N0KOt4 FL3W4
Ic—
ILUM. FRENCH DOOR & SIDE LITES, H
FD760 NTS 4 + 12 �aw+800r}11
PRODUCT REVISED
as comPhlnB with the Florida
BuDdiny_ C e
NO/5-No. 16-0629.16
Eapirrtion Dato 02/2N202O
BY _
Misunt DPBE Product Control
A. LYNN MILLER, P.E.
FL P.E.tt 58705
VERTICAL SECTION A
VERTICAL SECTION B
1
NARROW AND FULL
OUTSWING HEAD
JAMB SIDE LITE HEAD
4
fit
6
4 oR 7 23
6
5
ORIGINAL VERSION TOP RAIL
9
,
21 55
ALTERNATE VERSION TOP RAIL
C
T
MAX. DLO
MAX DLO
EXTERIOR
INTERIOR EXTERIOR INTERIOR
MAX MAX
HEIGHT HEIGHT
ORIGINAL VERSION BOTTOM RAIL
22 56
PRODUCT REVISED
as eemP' wFf6 the Florida
ALTERNATE VERSION BOTTOM RAIL
®wilding
NOA-Na 7fr0028.16
2
Egdration Data02rW2020
..
6 5
6�0am40a Produet Cont
1 o
1
3
7
3OR2
u
VERTICAL SECTION C
VERTICAL SECTION D
OUTSWING SILL -------
:.
NARROW AND FULL
JAMB SIDE•LITE SILL
_
, VERTICAL SECTIONS
6
o<
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
RO. �X15Z8 rnrr a.e rr�rw r�
niwmxi R �4 ® O—
z.— 112 5 .12 80D0 11 F
A. LYNNMILLER, P.E.
FL P.E.# 58725
FJC
lYl3N4
f.T.
y8AA6
OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE _- ►� v
u
DETAIL G STILES AT ASTRAGAL
\-:J DETAIL H
NARROW JAMB SIDE LITE
(AT HINGE JAMB)
DETAIL J
SLAB AT
GLASS BED
O SORE., p
DETAIL F
FULL JAMB SIDE LITE
NOTE (AT HINGE JAMB)
DETAIL K
HINGE JAMB TO HINGE JAMB
(NOT SHOWN ABOVE)
icrc rrtEvMaLoorcr:rve
NOMIG wyDR la u ll�\IIJ�JVJ��
P.R8WC15di
NQ(Q491G RJI?!1
rol
-`J NOTE: ASSEMBLY HARDWARE QTY (3), 11'
$O FROM TOP & BOTTOM AND ONE AT MIDSPAN
30 INTERIOR
27 •
PRODUCT REVISED
as eomplyi with the Flodda
oallding e
NOA-No. 16-0629.16
ExpimUon Dam 02IW2020
By
Mfaml-0ad)'Fmtlaot God
DETAIL E `DETAIL I
JAMB, FULL JAMB JAMB, NARROW
SIDE LITE JAMB SIDE LITE_
HORIZONTAL SECTION DETAILS
ALUM. FRENCH DOOR & SIDE WES, IMPACT
a.rr+c 7
mwe m.aa• — A'EYNNAMLLER, P.E.
R775D 2 B a 12 8W00-11 F FLPE.#58705
062
1.
y0y yL�----3.836 �
#8006 6063-T6
O FRAME, HEAD, JAMB
AND SIDELITE SILL
r 3 0
018
.060
O7 #8009 6063 T5
INSTALL PLATE
F�—
.062 jI
2.238
k
--3.636 — ►{
O2 #8003A 6063-T6
OUT -SWING SILL
.583
3.636-I
#8056 6063-T6
10 OUT -SWING LOW SILL
A50 —1 1.160
4.027
— 1.30 1.033['001 .050 .040
.311
OO# SILL COVER O
OSDRIP CAP 8008 5 O6 SCREW COVER
F .074 T
2000 1 �1.9410
3 � �8
I---3.990 =i .050
#8012 6063-T6 #8017 6063-T5
20 STILE 23 TOP SWEEP
T .075
1.938 .100 1.938
1
22 #8013 6063-T6
BOTTOM RAIL
1 gI3 .100
1
i 8.250 1
#8013A 6063 T6
56 BOTTOM RAIL, LAG BOLT DESIGN
21 #8014 6063-T5
TOP RAIL
076 T 1.938
IA67
4.434�{
#8014A 6063-T5
55 TOP RAIL, LAG BOLT DESIGN
OVBQ'ffDL0(WaR E
NOKOX-, Fl. alas
P.0.B=1BM
NOA371= a3lal
1 050
.797
r2�40
#8016 6063-T5
24 BOTTOM SWEEP
A75
1.170
26 #8015 6063-T6
ASTRAGAL
PROFILES
CH DOOR & SIDE
FD7A 1 112 1 8 d 12 1 8000-11
PRODUCT REVISED
os coumplying wlth the Florlda
Eclldl� o
NOA-No. 16-0629.16
Expimllon Date02/24/2020
By
Mlamroduct Control
.i; ..
A.L MILLER, P.E.
FL P.E.# 58705
t�2260�{ F-075
27 #8021B 6063 T6
GEAR HINGE, JAMB
.742 I-1
353
072 7
28 #8020A 6063 T6
GEAR HINGE, COVER
142 1
.301
''f----1.7jjjjjj6"'''3-------4'''»'�
29 #8018 6063-T5
HINGE, BACK-UP
.075
30 #8019A 6063-T6
GEAR HINGE, DOOR
1 812
O50 �{+ 3.775--y 1 j
.43388 I T�I I y P-10071.0100
-- — 2622 -- y 125J 050--3.636—�{ 1
61 S#8L HEAD TRIM O SUBSILL, OPTIONAL 70 98010 6063-T6 37 #8039 6063 T6
NARROW SL JAMB TRUSS CLAMP
045� T Liss
.L_ j .9a9
442 .9 750 .045 43J�
_fn.Z
9e5 .045 {LLLSSS.81855I+— .957 • - IS 1
#8022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063 T5 06
BACKBEAD 106 SL BACKBEAD 7/16" BEAD 108 I.G. BEAD 62 SLOJAMB TRIM
STRUCTURAL
POLYISOBUMEN
WITH DESICCANT
OCT. GLASS —v
STRUCTURAL
SILICONE
L FOAM
WITH
DESICCANT
EXT.GLASS—v
9 rm
KODISPACE SUPER
4SG TPS SPACER®NXT"'
Part#
Description
Material
100
Kommeding 4SG TPS Spacer System
See this
Sheet for
101
Quanex Super Spacer nXrwith Hot Melt Butyl
102
Quenex Dutweal Spacer
Materials
103
Cardinal )a. Edge Spacer
ncrcnn.n,c i ca i ,ccru�c.a: r r �-or r r, oeuo a oor�
T BUTYL
I GI NOM•
BUM S
DESICCANT
FOAM
ASS
EXT. GLASS --\,
ienv POLYISO- DESICCANT FILL AREA
BUTYLENE 1 5H8•NOM.
SEAL
SILICONE SEAL
ROLLM140 D
STAWLES9 STEEL
EXT.GLASS'
C(U/—INT. GLASS
DURASEAL®
'�Z SPACER
l03XL EDGE""
SPACER
EXTRUSION
GLASS
PO. B=I= ALUM. FRENCH DOOR SIDE LITES, ll
NoIWAIM�R.SW4 ® =VM 9 - 12 "W00.11
12513.251
#803313 6105-T5
PRODUCT REVISED
as compl In with the Florida
Building a
NOA-No. 16-0629.16
ExpirationDate02124/2020
MLarni:; Product Contra
......
A LYNN MILLtJt, P.E.
FL P.E.# 58705
PGT Industries
G.
OTHERS
1. Not
750'
and
E-4
it their Series "FD—
)roved on 02/19/15
o ge M. Plasencia, P. E.
Pr uct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February24, 2020
Approval Date: July 28, 2016
11"
11"
10.571"
MAX.
JAMB -
18,500"
ANCHORS �
MAX
JAMB
ANCHORS
HT.I QTY.
95 3/4" - (5) QTC3
91 3{4° - (6)
HT. QTY.
95 3/4" - (8)
91 3/4" - (8)
87374 -(5)
83 - (5) _
87 3/4" - (S)
83 3/4" - (7)
79 34" -(5)
79 314" - (7)
11 °
'3I4"
�-i
-
4A'rla=D)
SINGLE PANEL) r.
=LS)
N:C'H;C�3R€TYP:ES: �S:
OR 2
ANCHORAGE SP,
1. DETAILS A AND B ABOVE REPS D
ABOVE REPRESENT ANCHORI,L
INSTALLATIONS OF TWO OR
2. ANCHOR TYPES:1 -1/4" ELCO
CONCRETES
WOOD SUSTF
S.
4. TWO ORI MORE PANEL COA
HEAD AND SILL ...... 6" MAX. I
JAMBS.. . 1.11" MAX. FROM FF
5. TWO OR MORE PANEL CON
HEAD AN! D SILL......6" MAX. I
PLUS EN
JAMBS- ................'..11" MAX.
F.
PRODUCT REVISED
as comp )ying with the Florida
Building Code
NOA-No. 16-0629.16
Expiration Date 02/24/2020
By �------
Miami-D�Wproduct Control
A. LYNN MILLER, P.E.
F FL P.E.# 58705
aEXTERIOR INTERIOR
(ALL SILL SECTIONS) CONCRETE OPTIONAL OPTIONAL
ANCHOR
SEE NOTE 1, 84 84
SKEETII WOOD WOOD ANCHOR
CONCRETE ANCHOR SEE NOTE 1, SHEET 11
ANCHOR IW MAX SEE NOTE 2,
1l4' MAX SEE NOTE 1, 2 1, OR 2 _ SHEET 11 2 12
SHEET 11 10 SEE NOTE GROUT 10 GRODUT 0
_ OR
GROUT,
— . SEE NOTE 5, 5, SHEET 11 SEE SEE NOTE
SHEET-11 _ NOTE 5 s 5. SHEET 11
SHEET 11
EMBED. T ;.% ') v: * ' ;� ' ^.� _� . : j. �;:: i{ EMBED.` --. _ <.,�
°I `- '3.4}CSI)NIN.j,';.,: ''''"P• $.4KSIMIN': 1318 — _2x WOO 1 p3MOOD,SEE NOTE 1,SEE NOTESHEET11 ;_"•.SHEET11MIN. SEENOTE 3 MNOTE 3,t . !;:,..` i:' r;°'r:SHEETIET 7
—
TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD)
®EMBED. EMBED.
4 SEE SEE CONCRETE
NOTE i, NOTE 1, ANCHCONCRETE
ANCHOR
SHEET 11� HEET 1 SEE NOTE 1, 1 3V SEE NOTE 2,
INTERIOR ' SHEET 11 MIN.
SHEET 11
.; i.;':
(ALL JAMB SECTIONS) `.'t'r CONCRETE �A
EXTERIOR `? ANCHOR
SEE NOTE 1, �•
:'• r; SHEET 11 3A KSI
•; %`::.:a •. CONCRETE .:.e•: O
•`•.�:::-: OR 1.5 KSI �% '••'�=: O PRODUCT REVISED
3.4 KSI MIN. "`•` i 1 MIN. CMU '• + _:: as com n vdth the Rorldo
=i�;: ;. i.. ; 2X WOOD. tuDtim9 Code
CONCRETE . .yv:•; _ i NOA-No. 160629.46
'`: SEE NOTE 3,
1 X WOOD. : ,: ! : Explmdon Date 022412020
II SEE NOTE 3SO:, I SHEET 11
114' MAX SHIM F� SHEET 1/4• MAX. SHIM � 114' MAX SHIM-- x Pmduct
Contmi
TYPICAL DOOR & SIDE LITE JAMB
ANCHORAGE DETAILS F%
o.� rpmrt:ctruotOOvcwrre :.:;'; :.••' -••�' '
vaeprrsap ALUM. FRENCH DOOR & SIDE LITES IMPACT
R9a7� .rWr wr o.wsx• x e A Lil (uflilER P.E.
1/4 12 - 12 8000.11 F FL P.E.# 58705
CONCRETEANCHOR WOODANCHOR
CONCRETE ANCHOR SEE NOTE 1 OPTIONAL
(NOTE 1) 1/4" MAX SEE NOTE 2
1/4" MAX GROUT,_
84 1/4" MAX
GROUT, GROUT
SEE U)jNOTE 5 -1NOTE 5 NOTE 5 )
EMBED.
�t.: 3.4 KSI MIIIV. '� SEE
SEE O
z�CONCRETE`• v?NOTE 1 z'CONCRETE'/ + -' NOTE 1 MIN. 2x WOOD, SEE
TYPIC-AL-SIDE-LIT-E-SILL T OP_TIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE) (SUSSILL TO CONCRETE) (DIRECTT-TO-WOOD)-
C] EXTERIOR INTERIOR [�
(ALL HEAD & SILL SECTIONS)
..>.. �3.4KS7fIIAIN.• i•r;"%" EMBED.
SEE
114' t-i *.CONCRETE'• •y':.', NOTE1
3A ICSI MIN • is _:EMBED. MAX �,`4.
:CONCRETE'• O —T ENOTE3
:.. `-% NOTE 1 SHIM j SEE NOTE 3
?;.
1x WOOD
SEE NOTE 3
MAX
SHIM
1/4"MAX. WOOD ANCHOR
GROUT SEE NOTE 2 1 OPTIONAL
SEE
NOTES a 84
1 3/r
MIN. 2x WOOD, SEE
NOTE 3
OPTIONAL SIDE LITE SILL
1 3� IN.
1/4" MAX.
SHIM
CONCRETE ANCHOR, SEE NOTE 1 —I CONCRETE ANCHOR SEE NOTE 1 —J WOOD ANCHOR SEE NOTE 2--J
TYPICAL DOOR & SIDE LITE HEAD
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4 SS4 CRETE-FLEX. MIN. DISTANCE
FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT. 1/4" ULTRACON -1 3/8", 1W SS4 CRETE-FLEX -1 3/4".
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G6) OR ELCO 1/4" SS4 CRETE-FLEX-1 3/8' MIN. EMBEDMENT FOR EITHER
3, WOOD BUCKS DEPICTED AS IxARE LESS THAN 1 112" THICK 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 THE
AUTHORITY HAVING JURISDICTION (AHJ).
4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1W THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN W 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 SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAYBE USED.
5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
P.Q sqx 1=9
NOK0144 W. 34274
FV750 1 114 1 11 m 12 1 8000-11
PRODUCT REVISED
as eomwith the Florida
Bwlding_ •
NDA• 10. 'l&a628A6
Expiration Date 0022MV2020
BY_ /iY
Miami-�rodue£Control
:i
14,
Uk.
A LYP1N MILLER, P.E.
FL P.E.058705