HomeMy WebLinkAboutNOA SLIDING DOORat �' Y ',c�-Y I ti"bit 'S )
SO") FL. Z� d
MIA -DADE COUNTY
E-177— 1'� PR CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOIYIIC RESOURCES (RER) 11805 SW 26 Street, Room 208
I30ARD AND CODE ADIYIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) Nvwmmiamidade.gov/econom
aov/economy
P GT Industries, Inc.
1070 Technology Drive ��A���®
North Venice, FL 34275 ��
COPE: st Wele countv
This NOA is being issued under the applicable rules an 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
61 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
0 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 "SGD-770" Aluminpm Sliding Glass Door w / 90° & 135' corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, 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 -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 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 shaII 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# 16-0629.06 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 Jorge M. Plasencia, P.E.
M1AM4DADE COUNTY
NOA No. 17-0420.12
v Expiration Date: February 17, 2020
Approval Date: September 28, 2017
PMI. C Page 1
_ _ _
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUE, D)
S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and stuctural analysis, complying with FBC-5th
Edition (2014) and FBC-6t' Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL, CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGIas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6111 Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/900 &1350 corners - L.M.I, approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P,r6duet Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
CONF
GURATIONS NOTES:
EXAMPLE CONFIGURATIONS ) ALL ICONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UN T WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac PXXXXP, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER FABLES 1-3 11
12 a 13 PER TABLES 1-3 1 i3 CAN BE OXXXp.
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
gs.
9 j OF ANY2STRAIGHTCONFIGURATIONS.
JwJc -. MAX. UNIT 1w Kc I i m MAX. UNIT 73 19 w 2 a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT / y 1 I' e HEIGHT / y9 / ya ya I z
PER TABLES 1-3 j r s�s PER TABLES 1-3I "X" =OPERABLE PANEL,
"O" =INOPERABLE PANEL,
POCKET POCKET i "P° = POCKET DETAIL LETTER
1 PANEL l`d w,Dc WOOD OR METAL INSTALLATION
2-PANEL ® "c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS , °s L—SHEETNUMBER
NOM.
PE
MA)
HE
PER T/
'MAX.
UNIT WIDTH
'AVEL WIDTH
s3
Al2
RTABLES 1-3
i3 1w
10
19
Jw Jc
UNIT
IN
GHT
19
19
19
19
14' 14
'14
BLES 1-3
POC
_ P _
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH -7"
NOM. PANEL WIDTH w Ac w Be w cc DLO HEIGHT =DOOR UNIT HEIGHT -10.125"
PER TABLES 1-3 1 3 12 3 12 ,3 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
I G Gc
13
o a o MAX. UNIT 2 3
a h HEIGHT Iw Ic
Iw PER 1 y3
u TABLES 1-3
fCET j y
I
m
m
m
m
m
m
117 1
Jw Jc
14 14
w �
y4� 1A IOaO
Darn
un:
U
POCKET j
I
3-PANEL CONFIGURATIONS w c w Ec 4-PANEL CONFIGURATIONS w c Ec _ v Fc PRODUCT REVISED
y2 13 1 13 1 ,3 ,2 13 12 13 as complying with the Florida
Bien in code
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
9
NOA-No. 17-0420.12
ExPiration Date 02117/2020
c 1 z 1�c ' i p'o MAX UNIT z w
MAX. UNIT y is is 1s 1s is 1 ,a ij�y HEIGHT os o LOTE
HEIGHT 1 1 1s s y9 y9 t ¢z . PER / 1g 2, THIS
PER TABLES 1-3 iU TABLES 1-3 o / SHEEP. j11I1II11f
POCKET] y d EM �R , 13 � C1�..•'\.ICENy�F ��(�
5-PANEL CONFIGURATIONS c w c w Fc =*; No.58705
w
y ,3 12 13 ,3 CORNER, TYP.
(OUTSIDE CORNER SHOWN, SOW.
• : ���
INSIDE CORNER SIMILAR) p t
m70TEONCE,FZ. DRNE XAMPLECONFIGURATIONS � S 'Ft0RID7..•''
N. VENICE, FL 34275
(941)480.1000 ,�: �'' S'ONAL 0,1`'
5�nda,. o „ _.. CERT. OFAUTH. 1r2szss SERIES 770 ALUM. SGD - LM 1MPACT f7"n
JR 04/05'17 C NO CHANGES THIS SHEET. corrwrvtomn s°rt°ynme sw,: se,°e rw"cyne ,m.:
Cmm9y. ww: cn°aade oa°: r--wr s. wen-F A. LYNN MILLER, P.E.
JR 10110114 .utAKJtrsn£e6tvEo SGD-770 NT.S' 2 a 22 PGTO130 C P.E1150705
GLAZING DETAILS
(G3, G3A, G4, G4A, G5 & G5A)_
7/16" NOM.
7116" NOM.
1" NOM.
3116" HS GLASS
3/16" HS GLASS
3/16" HS GLASS
—
.090" PVB
.090" PVB
.090" SG
3116" HS GLASS
3/16- HS GLASS
74 3/16" HS GLASS
74 3/8" AIR SPACE 74 ,
82 82
3/16" T GLASS
83
EXTERIOR
3!4" NOM. ExrEwoR
3/4" NOM.
3/4" NOM.
<
GLASS a
GLASS 124.127.
GLASS
BITE
BITE
BITE
EXTERIOR
a
R0
80
7116" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9116" NOM.
9/16" NOM.
- 1" NOM.
3/16" HS GLASS
114" HS GLASS
1/4" HS GLASS
.090" PVB
.090" PVB
.090" SG
3/16" HS GLASS
1J4" HS GLASS 74
1J4" HS GLASS
74
5116" AIR SPACEV
—
1/4" T GLASS
82
PRODUCT REVISED
82
83
aS complying with the Florida
3/4" NOM.
7��
314" NOM.
Builtling Code
BOA -No. 97-0420.72
GLASS
EXTERIOR
GLASS
124-127
Expiration Date 02/17/2020
BITE
BITE
EXTERIOR
By j
Miami -Dad- roduct Control
a
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
Inn
GLAZING ROTES:'-
"ANN"=ANNEALED
"HS"= HEAT STRENGTHENED
"I'=TEMFERED
SEE SHEET 15 FOR SPACER DETAILS.v�
p� ..� -
% O •. '
0
°PVB°=.060"TROSIFOL PVB BY KURARAY AMERICA, INC.
ta7N. VFNICE FL 34275V E
v'm
GLAZING DETAILS
F7AT!< O .=
' �` '•.,<oRIOT.•'
"SG" =.090" SENTRYGLAeBY KURARAY AMERICA, INC.
/saf)aeo rsao
m
c5' .........\ .
t
awwar. �a� �N
CERT.OFAUTH. #29296
SERIES 770 ALUM. SGD - LM IMPACT
JR 04/OSY7 C HOCHANGES THIS SHEET.
ro,Rmp„
srtdar°a.r sa" �°c ww.re xa n.e
``LL--
A. LYNE1 P.E.
nmwnG. GlioclMOy. Garo:
JRY Gio/4u/94
%rINuusrw MEMO
ALL RIGHISRESE.a ®
.1-77o NTS 4 - 22 PGTO'130 C
BB70a,
p,E.#58705
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90° or 135" comer units, see sheet 1 i
Maximum DP for all sizes:
+601-60 psf
(May be limited by Table 1A)
Table appliss to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & 6A and
the Stile/Astragal Types shown
below.
Door Unit Height
80"
84"
90"
9T
69-7/8" DLO
Anchor Group
73-7/6" DLO
Anchor Group
78 7/8" DLO
Anchor Group
85-7/8' DLO
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
-
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
24"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
a
8
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Hesd/Sill
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
001
04+1
C4+1
C4+1
30"
23"
Jamb
B
8
8
8
a
8
8
8
8
8
8
8
8
8
8
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+6
7+8
Head/Sill
C4+1
C4+1
C4+1
04+1
C4+1
' C4+1
C4+1
C4+1
04+1
C4+1
C4+1
G4+1
C4+1
G4+1
C4+1
C4+1
36"
29°
Jamb
8
8
8
8
8
8
8
8
8
8
8
B
8
8
8
8
c_
DLO
P.hook
6+7
6+7
6+7
6+7
748
7+8
1 7+8
7+8
7+8
1 7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+i
C4+1
G4+1
04+1
C4+1
C4+1
C4+1
E 42"
35"
Jamb
8
8
8
8
8
8
8
8
8
8
B
8
8
8
8
8
z
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/SIII
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
G4+2
C4+2
C4+2
C4+2
C4+2
C4+2
48"
41"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
10
B
8
8
DLO
P-hook
6+7
64-7
6+7
6+7
7+8
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+a
7+6
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEE t 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP 15
60.0 PSF,'AAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE I?.
3) 4", 3-1/4" AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG -COMPLYING WITH THE CURRENT FLORIDA-BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB F.NCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TARI F I A -
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-112"
see note 3
Low-2-1/2"
+46.67
Medium - 3.114"
+ 60.0
High-4"
+60.0
SEE NOTES 1-3
OH LENGTH
K
y al OH RATIO z 1
O
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT= PRODUCT REVISED
DOOR UNIT HEIGHT-10.125" as complying with the Florida
Building Code
PANEL HEIGHT = NOA--No.' 17-0 420.12
DOOR UNIT HEIGHT-1.866" Expiratlon Dat-e�02/17/2020
By
Interlock
P-hook •
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90°Astragal
135' Astragal
Assembly
Lockstile @
135°Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Salle
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
tJ�
Standard Astragal
T ��
.�I..��
Outside Corner
Inside Cor
Outside
comer
Inside
Corner
Inside
Corner
Outside
Corner
Part r:60 (x2)
Par[ #60
Part 960
Part#60(Stile)
Part#67 (Astragal)
Part#60
Part 961(Stile)
Part #118 (Corner
Receiver)
part #119 (Out)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & 432
(Corn. & Fxd Mount)
Part#61
10707ECHNOLOGYDRIVE »
N. VENICE, FL 34275 DP AND ANCHORAGE
ts<tJ�o•lsoo n„
REVISED TABLE Z CERT. OFAUTN. #MP6 SERIES 770 ALUM. SGD - LM IMPACT
em: we-rlmusot swc p sox.nwe.r sw.e: m«e u."Mna
3G0-T70 Nrs s zz PG7.0130
No. 58705�
=0 ) � -
iO; �N 87'A OF : • ����
%7SS •. ORIDP..•
A. LYNN MILLER, P.E.
RES 68705
Design Pressure (DP) and Anchor Quantltles Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 900 or 136' comer units, see sheet 11
Maximum DP shown below
(May be limped by Table 3A)
Door Unit Height
Table appllls to Glass Types 4, 4A,
SIT
84"
90"
96"
102"
108°
6, 6A, 7 7A, 8 & 8A and the
69-7/8" D O
73-716" DLO
79-7/e" DLO
85-7/8" DLO
91-7/8" DLO
97-7/8" DLO
Stile/Astre gal types shown below.
Anchor Group
Anchor Group
Anehor Group
Anchor Group
Anchor Group
Anchor Group
Design Pressure
+/-90.o psr
+/-82.6 psf
+/-75.0 psf
Head/SIII
C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C-0+1 C4+1 CA+i C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+1
T-V.
Jamb
8
8
8
8
8
8
8
8
B
8
8
8
B
a
8
6
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
1 7+8
1 7+8
7+8
1 7+8
1 7+8
7+8
1 7+8
7+8
8+9
1 8+9
8+9
8+9
8+9
8+9
1 8+9
8+9
Design Pressure
+/-90.0 psf
+1-82.5 pet
t/-75.0 psf
23"
Head/Sill
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+7
C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+i
30"
DLO
Jamb
8
8
B
8
8
8
8
B
10
a
8
9
10
8
' 8
9
10
10
]0
10
10
1D
10
10
t
P-hook
6+7
6+7
6+7
6+7
7+8
7+a
7+8
7+B
1 7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
1 8+9
1 8+9
1 8+9
Design Pressure
+/-90,0 psf
+/-82.5 pet
+h75.0 psf
c
29°
Head/Sill
C4+1 C4+1 C4+1 C4+1 C4+1 C'4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+]
C5+1 C5+1 1.C4+1 CA+1
C5+1 C5+1 C4+1 04+1
IL"
DLO
Jamb
10
8
8
8
10
e
8
8
10
B
e
a
12 io
a
8
12
10
to
10
10
1 10
10
1 10
c
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
a+9 8+9
8+9
8+9.
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
E
Design Pressure
+/-90.0 psf
+/-82.5 psi
+/-75.0 psf
Z
35"
Head/5111
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2
G5+2 C5+2 C5+2 C5+2
C5+2 C5+2 C5+2 C5+2
42°
DLO
Jamb
10
9
8
8
10
8
8
B
12
10
8
8
12
10
8
B
12
10
10 10
12
10
t0
10
P-hook
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 8+9
1 8+9
8t9
8+9
8+9
1 8+9
18+9
8+9
8+9
8+9
0+9 1 8+9
8+9
1 8+9
1 8+9
1 8+9
Design Pressure
+/-90.Opsf
See Note A ow.
+1.82.5 pat
+f-75.0 psf
41"
HeadlSill
C6+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
C6+2 C6+2 +2 C5+2
C6+2 C6+2 C5+2 C5+2
C6+2 C6+2 C5+2 C5+2
�"
IIL0
Jamb
10
B
8
8
12
10
B
B
12
10
8
B
14
12
8
8
14
12
10
10
14
10
10
10
P-hook
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
+10
9+10
9+10
9+10
—109+10
9+10
9+10
9+10
9+1(1
NU I L A: +/-SU.0 r51- I -UK GLAJJ I YYtb 9,`(H, ti, 0A, /A, tl & eA; +htlr. 11-UN ULHJJ 1 TrC t
EXAMPLE ON SHEET 9
NOTES;
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN L'SING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7°
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT=
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE3 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1,866"
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
_._.- __.. _......_ �_.. � - . _��. �.. �-...-..-..... .. ..� i,`.�.. ��r, r. n, ,- n cr_r- c.t, r_��•C nn o nn can nAOT nIAAC'AICIllA1C
AAIn CIJCGTC .10 4. A' Cho ACCCnn'1 V nCTAII C
interlock
P-hook
Lockstile @Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
900 Astragal
135' Astragal
Assembly
Lockstile @
135" Astragal
Heavy-dltyStiles
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty5tile
Heavy-duty5tile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
Outside Corner, .
,�`P•-1�I�''J�J1
Outside
Inside
Corner
'
SEP
L�--{''
Corner
Inside.
Corner
Outside
Inside Corner' I 1
Corner
Part#61(x2)
Part#61
Part#61
Part#61 (Stile)
part #68 (Astragal)
Part#61'
Part#61(Stlle)
Part#118(Corner
Part#119 (Out)
part #120 (In.)
Part #61 (Stile)
Parts tk3l 
Part#61
Receiver)
(Corn. & Fxd Mount)
f070 TECHNOLOGYDR/Y
N. VEN/CE, FL 34275
(D41)460.1600
.m: n01mm.. CERT.OFAUTM. #20206
04105,17 C REVISED TABLE 3. AODED EXAMPLE.
SGD-770 I NTS 1 8 a 22 I PGT0f30
TAR[ FAA -
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2"
see note 3
Low-2-1/2"
+46.67
Medium - 3-1/4"
High-4"
SEE NOTES 1-3
OH LENGTH F
2
W .
_ OOI OH RATIO 2 1
2 ❑
O
01-1 RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Cod'
NOA-N'. 17-0420.12
expiration Date 02/17/2020
.`' pNY LrIV/v
�\ N ..IGEN
i
h No. 56705
S •. F
(oRIDA.
S'pIVI
ALS;'
A. LYNN MILLER P.E.
P.E.b' 58705
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE 1
- 3.5"
1.75"
4" DIAG.
2.04"
I
EXTEEnRIOR
3.5 7"
V
2-TRACK FRAME HEAD/SILL
Sa ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
.ANCHORS ARE REQUIRED, "04")
6" DIAG.
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION P.04"
INTERLOCK i CONDITION, USE INTERLOCK-n-r_IFNEEDED 2.04"
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 1
1.75" EXTERIOR 6"DIAG.
7" r 7" � 3.5" 21"
4" DIAG. MAX.
Dy - .C. EXTERIOR
2.04" 2.04" CJ
21"
5.64" MAX.
4" DIAG. 7" 3.5" O.C.
EXTERIOR 7u EXTERIOR
n 7" 6" MAX.
V 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64"
(a� ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 2-TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAMEJAMB 6" MAX.
ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR
AE-TRAGAL OR SPLICE LOCATION
INTERLOCK-t-2IF NEEDED
OENTERLINE I
3.5"
o -
4.06'
EXTERIOR „_, 7u
3-TRACK FRAME HEAD/SILL
(i$ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4'j
AE TRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE
EXTERIOR
V
4-TRACK FRAME HEAD/SILL
(ii ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
3.5" -
2.04"
4.06"
EXTERIOR 4" DIAG. EXTERIO
V M
3 TRAGIC FRAME HEAD/SILL
6 ASTRAGAL OR INTERLOCK.
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR II (FOR SPLICE
INTERLOCK H CONDITION, USE
CENTERLINE 1 "CG" CLUSTER DETAIL)
EXTERIOR
v
4-TRAGIC FRAME HEAD/SILL
(aD ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "CS')
N. VENICE, FL 34275
(841) 4841600
CERT. GFAIffH. g29296
'"�.1R' 1 041(5117 1 C NO CHANGES THIS SHEET. I
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�`IF NEEDED
CENTERLINE 1 3.5"
1- — 7" - I
2.04'
3-TRACK FRAME FRAME HEADISILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
rcl.Ircot IN= USE THIS DETAIL)
4"
iXTER10R
v
.04"
4-TRACK
6" DIAG. FRAME JAMB .
2.04" EXTERIOR ANCHORPAIR
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
NOTES:
5.64" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6" E-T.."K
2. FOR HEAD OR SILL SPLICE
� LOCATIONS/ANCHORAGE AT
FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY;
3.5"
SPLICE LOCATION
�IF NEEDED
---1 3.5" I-_
4-TRACK FRAME HEADISILL
0, ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
VCNORAGE, EXAMPLE CLUSTERS
_RIES 770 ALUM. SGD - LM IMPACT
.sue snwr rx",.;wua.
sco-no NTS 10 a 22 PGTO130
PRODUCT REVISED
as o Iying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 2/U 'I7/2020
1
No.58705 •�
. ,� •.STATEOF-
���� •'•F� RID?.. •'• � �C���
�ONAL IS \
A LYN14 MILLER P.E.
P.E.# 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
I 2-1116" •
EXTERIOR
a
1/4"
MAX.
SHIM
TABLE A, I ILA /.dl
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR LSEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
®2-TRACK FRAME HEAD
w WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
LSE1E_;,TA1LEA, SHEET 1
2-1/16"
114"
MAX.
EXTERIOR o SHIM EXTERIOR
a TOFF-9 a
2X WOOD / WOOD ANCHOR TYP.,
TYP., SEE ANCHOR L SEEANCHORNOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
3-TRACK FRAME HEAD
Bw WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
— 2-1 M 13" •
METAL TYP., SMS ANCHOR TYP.,
SEE ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
da 4-TRACK FRAME HEAD
cw METAL INSTALLATION
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE
SEE ANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" p1AX) 1 SHEET 1� ` SHEET
�jq''' 1 (1/4" MAX.) - - - 1 (1/4" MAX.)
EXTERIOR I EXTERIOR EXTERIOR IT
[
2-1/16" • I '�::] 2-1/16" • I <�]2-1/16" •
EDGE DISTANCE: �_bl
SHE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EDGE DISTANCE: I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
da 3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE _
�I
TABLE A, SHEET 1
EMBEDMENT: SEE
J
TABLE A, SHEET 1 1
I
EDGE DISTANCE:
2X WOOD
EDGE DISTANCE:
2X WOOD
I 0
SEE TABLEA,
SHEET 1
TYP., SEE ANCHOR
SEE TABLE A,
SHEET 1
TYP., SEE ANCHOR
NOTE 3, SHEET 1
I
NOTE 3, SHEET 1
2-1116"
WOOD ANCHOR TYP.,
W OOD ANCHOR TYP.,
SEE ANCHOR NOTES
SEE ANCHOR NOTES
& TABLE A, SHEET 1
O
& TABLE A, SHEET 1
EXTERIOR
V 1/4" MAX. SHIM
I
I "-
EXTERIOR
D 1/4" MAX. SHIM
2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
3-TRACK FRAME JAMB
\,& WOOD INSTALLATION
JR 104105117 C I , NO CHANGES THIS SHEEP: I
H. VENICE, FL 34276
(941)480.1600
CFRT. OFAVfH. ,#29206
rovriucNrosni7
acrurousmNs, we
numc,rn rv:s xvm
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX, SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 7 NOTE 4, SHEET 1
jffi�4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYP.,
SHEET 1
SEEANCHOR
NOTE 4, SHEET 1
2-1/16"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES -
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR
BEYOND THE
METAL
SUBSTRATE
I+-
114" MAX. SHIM
E 4-TRACK
FRAME
JAMB
INSTALLATION
Iw METAL
SERIES 770 ALUM. SGD - LM IMPACT
o-77o
6bM S—GI_NTS 12 m 22 —n"wY"a
PGTOi30
DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
as complying with tho Florida
Building Code
NOA-No. 17-0420.12
Expiration bate 02117/2020
. �.NY......
k'- NO. 58705
—'U :, fie ff .• � —
%�o;<1'
1''S;ONAL0NG..�.
A. LYNN fAIL�1ER, P.E•
P.E.# 58705
INSTALLATION DETAILS
FRAMEJAMB
REQU IRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WATER
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER
INFILTRATION
WOOD ANCHOR TYP.,
o
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEF TABLE A,
(ALSO SEE TYP.
z8
SHEET 1
ILLUSTRATION. SHEET 9)
EDGE DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
2B
EXTERIOR SHEET 1
PHOOKWOOD ANCHOR TYP.,
lu P-HOOK
SEE ANCHOR NOTES
/
CONCRETE OR J
& TABLE A, SHEET 1
CMU PER TABLE
(ALSO SEE TYP.
_
2.693" MIN. A, SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
®P-HOOK
Jw PARTS'418 #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
2.693" MIN.
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
zs
ANCHOR NOTES &
TABLE A, SHEET 1
v '('
1-1I4" MIN. EDGE DISTANCE
EXTERIOR
P-HOOK MOUNTING
J. ; `,: ;;- ;, :••
ADAPTER CONC./CMU
ANCHOR TYP., SEE
'• ' ' ` +
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET I
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
E1 P-HOOK FOR USE WITH ANY
SILL RISER
Jc PARTS #18 #20, #22 OR #24,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU
EMBEDMENT: SEE I-� ADAPTER SMS TABLE A, SHEET 1 �rl ANCHOR TYP., SEE
NOTE 4, SHEET 1; TABLE A. SHEET 1 I CMU PER TABLE
MIN. OF 3 THREADS I ANCHOR TYP., SEE A, SHEET 1 _ ANCHOR NOTES &TABLE
BEYOND T E METAL ANCHOR NOTES A, SHEET 1
SUBSTRATE za &TABLE A,SHEET I EMBEDMENT: ';;';:;;.:;;':;:"•-' (ALSO SEE TYP,
(ALSO SEE TYP. = ILLUSTRATION, SHEET 9)
SEE TABLE A,
ILLUSTRATION, ::, :' ' ="';, za
SHEET 9)
SHEETI r;;•:. :.::"... ,.; `(
ENBEDMENT: 4'+
SEE TABLE A, EDGE DISTANCE: SEE + ;°o o "!
SHEET 1 TABLE A, SHEET 1 1.1/4" MIN. EDGE DISTANCE
P. HOOK SMS ANCHOR TYP., /
SEE ANCHOR NOTES J
EXTERIOR
n_
P-HOOK CONCJCMU / '
ANCHOR TYP., SEE J
I
EXTERIOR
r�
& TABLE A, SHEET 1
V
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET 1
2.693" MIN,
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS ®
P-HOOK FOR USE WITH BOX SILL RISERS
Kc #19 #21, 423 OR#25,
w PARTS #19, #21, #23-OR #25.
PARTS
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
( SEE TABLES 1A, 2A & 3A MOUNT
ONLY
FOR WATER RATINGS) ONLY
FOR WATER RATINGS)
1070 TECHNOLOGYDR V1
N. VENICE, FL 34275
(941)480-1600
CERT. OFAU7H. N292S6
n. JR� I-04/O:i/i7 — C ` I NO CHANGES THIS SHEET. 1
SERIES 770 ALUM. SGD - LM IMPACT
,.MM(okt b: SMat Snc4p Ah
SGD•770 NTS 14 w 22 PGTO130
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
S. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
as complying with the Florida
BuOding Coda
NOA-No. 17-0420.12
Expiration DateL,02117120.20
�551111111/j/
�1 yICEN,q _z i
No. 58705
P)'7 —
SiATE ' III �
OF 4�/
F V
A LYNN MILLER, P.E.
P.E.# 58705
CONFI G. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M% SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
r'
^;—INSTALLATION DETAIL &'Gd, SHEETS 12 & 13
IXED JAI4B DETAIL'G2', ASTRAGAL HEADER'DETAIL'A', SHEET HEADER DETAIL W, SHEET 18; DLO
SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', WIDTI
DLO
DETAILS'3w' &'Gc', L2, SHEET 19 'Aw' &'Ad, SHEETS 12 & 1 j SHEETS 12 & 13 TYR,
TYP,
SHEETS 12 & 13 90°
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R'
'L'
D'
A'
MA
/
NOM.
PANEL
/
/
/
LIN
HEIC
WIDTH TYP.
MAX.PE
SEE
TABI.
DLO
TABLES 1-3
NOTE 2,
1:
HEIGHT
SHEET 15
a
X
X
MAX IINITWIIITH
SEE FFAME &
PANEL CORNER
CONSTPUCTION
DETAILS SHEET 15
C
T
HT
2
.ES
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
A,
Ir S,
,QS,
I�,
MAX.
UNIT
SILL DETAIL
NOM.
I
HEIGHT
'D% SHEET
/
/
PANEL
/
SEE
PER
18;
MAX
WIDTH TYP.
TABLES
INSTALL
DLO
PER
NOTE 2,
1-3
DETAILS
HEIGHT
TABLES 1-3
SHEET 15
'Dw' &'Dc',
SHEETS 12
X
"& 13
X.
.
.0 CC
_
_
SILL DETAIL'D', SHEET 18; •� ' �� MAX. UNIT WIDTH
EXAMPLE: OXXX INSTALLATION DETAILS
2-TRACK 'Dv/ &'De, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
L21SHEET 19� , INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13
1
HEADER DETAIL
JAMB DE(AIL'H2', SHEET P-HOOK DETAIL TJ' &'K', SHEET
B', SHEET 18;
INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
DETAILS'Bw' &'Bc',
'Hw &'He. SHEETS 12 & 13 'Jc%'Kw' &'Kc', SHEET 14
SHEETS 12 & 13
MAX
HEI
P
TA
1
8
- MAX. UNIT WIDTH
---
PANEL
PANEL
PANEL
PANEL
i,
TYPE
TYPE
TYPE
TYPE
I
,R,
I
UNIT
NOM.
$ o
GHT
/
PANEL
WIDTH TYP.
z a
Q I
ER
PER-3
ES
MSEE
NOTE 2,
di—
LLESHESHEET15fix`
XX
-----�6
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;'/✓
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ell" &'Ed, SHEETS 12 & 13
N. VENME, FL 34275
(941)4e0-1600
THIS SHEET. CERT. OFAUM.. 929298
capYW fJ?OSJII
rcruro-s ' we
aumornsneenvco
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS 'Iw' &'Id, SHEETS 12 & 13
Fes-- MAX. UN I I W IU 1 h -�
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
,P,
MA
NOM.
UN
I
HEC
WIDTH TYP.
—
PE
SEE
—NOTE 2,
MAX.
DLO
PER
TABLES 1-3
TABI
1
SHEET 15
HEIGHT
X
O
EXAMPLE:XXXO SILL DETAIL'F', SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
Fw' &'Fd. SHEETS 12 & 13
JAMB DETAIL'G3', SHEET
�18; INSTALLATION DETAILS
'G& &'Gd, SHEETS 12 & 13
p INTERLOCK DETAIL
/-'M', SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
/-SHEET II
.S INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
EXAMPLE ELEVATIONS
SERIES 770 ALUM. SGD - LM IMPACT
Sao-770 NTS 716 a 22 PGT0930
PRODUCT REVISED
as complying with the Florida
Building Cod.
NOA-No. 17-0420.12
Expiration bate 02M 712020
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\\\"N" (3NY LYNAI� ",�
No. 58705
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Cis •'•:°<ORIDP,.•'• \��
0NALIENG
A. LYNN MILLER P.E.
P.FJM705
ASSEMBLY DETAILS
(SEE SHEE 512-14 FOR FOR INSTALLATION DETAILS)
V
GTH 14
5 G3
GO OR 61 so OR 61 2-TRACK JAMB
Gi
2-TRACK JAMB {SHOWN
CLIP #105 WITH
OPERABLE
W/RETAINER#106 PANEL)
(SHOWN WITH
FIXED PANEL TO fZTERIOR 1Da LOOK PAR;:
THE INTERIOR) 113 75 & 107-1 f
EXTERIOR
15
(:4
112
41OX3/4" 123 FULL LENGTH G2 40
OFJAMB 2-TRACK JAMB
SMS, X 3 CLIP #80 OR #105 51 52
6" LONG W/ RETAINER #123
(SHOWN WITH
MIDSPAN 5) FIXED PANEL TO
Z
THE EXTERIOR) sa Jjj
EXTERIOR 121)SEE DETAIL ON SHEET 15 `EXTERIOR 12
EXTE:UOR f
a _
HOWN WITH
C-PT. SCREEN
TRACK
EXTERI,
a
e2--TRACK W/SCREEN
FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
SHEET.
E
G4
2-TRACK JAMB
W/SCREEN
DETAIL ON SHEET 15
a
~
III
LIIII�
LIIII
�Illil
IIII
v
.
10707ECHNOLOGYDRNE
N. VEN/CE 5
ry.rI I I 1 rf
t)4s0-1600
.1so0
CERr.OFAUTH.8zs296
106 FULL PANEL JAMB LENGTH
6D OR61105
LOCK PART 17
75 & 107-110
N 18 5
5 SEE DETAIL G1
FOR FIXED
PANEL CLIP LOCK PART
80 75 & 107-110
SEE DETAIL G2
103 FOR FIXED
PANEL CLIP 5 103 6TOR 61
5
1G 17
EXTERIOR EXTERIOR
0R 61 n EXTERIOR EXTERIOR
3-TRACK JAMB 3 TRACK JAMB IN 4-TRACK JAMB 4 TRACK JAMB
Hi (SHOWN WITH H2 (SHOWN WITH li (SHOWN WITH Iz (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
C FRAME HEAD
4-TRACK
P FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
SECTION DETAILS
0 ALUM. SGD-WINDOW - LMI
18 w 22 1 PGTO129
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Data 02M7/2020
\\�''....
\` ���.• •• LICENSE''
No. 58705STA
•�
.moo'•. 1 j ££Pmh-- o
.S�
SAONAL
'l/Inlllll+
A LYNN MILLER, P.E.
RE # 58705
Item
PuT wg.#
D
PGT#
Description
1
17306
6ITS06
2-TRACK HEAD
2
17303
M7303
2-TRACK HEAD WRH SCREEN RAL
3
17309
617309
3-TRACI< HEAD
4
17312 •
617312
4-TRACK HEAD
5
17114
817314
FRAME SCREWCOVER
6
17317
61 3317
FR HEAHEADARMB ADD -ON '
7
17.304
617304
27RACKSILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
9
173D7
617307
3-TRACK SILL
10
17310
617310
T4RP.CK SILL "
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILLSCREEN ADD -ON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END AOD•ON (SEE NOTE 3)
14
17305
617305
2-T9CK JAMB
15
17302
817302
2-TRACK JAMB WRH SCREEN RAIL
16
17308
617308
3-'iACK JAMB
17
17311
017311
4-1RACK JAMB
18
17322
817322
SILL RISER -FLAT, FLUSH, 1-112"
19
173i9
617319
SILL RISER - BOX FLUSH, 1-1/2"
20
17321
6i7321
SILL RISER - FLAT, LOW, 2-1/2"
21
17318
617310
SILL RISER -BOX LOW, 2-1/2"
22
17355
617355
SILL RISER -FLAT, MEDIUM, 3-1/4"
23
17354 -
617354
SILL RISER - BOX MEDIUM, 3-1/4"
24
17323
017323
SILL RISER -FLAT, HIGH, 4"
25
17320
017320
SILL RISER -BOX HIGH, 4"
20
17333
617333
POCKETP-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKETP-HOOK MOUNT
29
17335
M7335
P-HOOK COVER
30
77348
817348
POCKET P-HOOK FOR SOXRISER
31
1-1378
617370
135 CORNER
32
17378
017370
135 FLNED MOUNT
RENTS
4053 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTLE
M
7L5CKWGSK
SCREEN'LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
88152
SCREEN INTERLOCKADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
568
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
ti349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1392
61892
SCREEN SPLINE-.165"
52
1994
61694
SCREEN SPLINE -.15T
53
61016C20
SCREEN CLOTH
54
1725
1/2"X4" X1/i6°SET. BLOCK,NEOPRENE 85 */S
55
1726
1"X4" X1110" SET. BLOCK NEOPRENE 85 -V/
I JR I &105H7 - C I NO CHANGES THIS SHEET.
Item
PGT#
Description
60
617325
PANEL STILE
61
h17;33298#
817328
PANEL STILE (HEAVY DUTY)
62
617327
INTERLOCK ADAPTOR
83
MP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
71729
SILL DID WEATHERSTRIP PAD
65
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
60
17339
617339
HEAVY DUTY ASTRAGAL
17324
517324
TOP & BOTTOM RAIL
17350
417360
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
1695
71695
1-1/2"Xi"X3/4"HIGH FIN SEAL DUST PLUGS '
V73
8153
78153X
TANDEM ST. STL ROLLER ASSY.
8153
78153N
TANDEM NYLON ROLLER ASSY.
SLICONE
DOW-899, DOW-995 OR GE-7700
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCKW/LONG TRIM PLATE
71032X1FPFX
IIID32 X 1"FL. SS SCREW W/ TYPE °F"TIP
77
7103239
1032 STEEL ZINC U-NLIT
79
17367
617357
V IG BEAD - .
80
17359
617359
7/10" BEAD FIXED PANEL CLP
81
17360
617360
9116" BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/T X1116" SGL SIDE ADH. TAPE, POLYETH.
100
B052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER '
102
1690
71690
DUST PLUG
103
81BB
7818ax
VKEEPER
104
653
7SOKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - e" LONG
106
17352
617352
FIXED PANEL RETAINER- 9116"
107
1730
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
100
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1131
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIr-RECESSED EXTERIOR PULL
1-11
71=4PPSOAX
910 XW4" PH: PN. TEK - S.S.
112
1235
67SIS
WSTP,.270 XA70-FIN SEAL
113
W12
84088
.187"X230"FNSEAL
114
71OX115PPX
41OX1-1/2"
115
710)VPT
N10XV
116
726X1X
A14-7.0 X 1" S.S.
117
72OXI 12X
04-20XIAITS.S.
118
17338
617338
90 AEGREE CORNER RECEIVER
119
17337
017337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
1 17338
1 6117338
19D DEGREE INSIDE CORNER ASTRAGAL
123
1 1 3352
1 617352
IFIXED PANEL RETAINER, 7/8"
N. (941) ,FL34275 I FVn7l PARTS LIST
Tsar)4ea�
CERT. OFAUlH. �4TB295 SERIES 770 ALUM. SGD -
SGD•770 I NTS 1 20 a 22 1 PGT0i30
NOTES:
1) ALL ALUMINUM = 6063-TG
2) ITEMS # 33-39, 66-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02117/2020
��-••' tSCENSF "• �C(
No, 58705
"SIE . ;
./Il0/1IA' 1�11
A. LYNN MILLER, P.E.
P.E# 58706
0.718" 0.83" 1 2.304" 3.802" j�
3.802" 0.752"
0.752" � �I � 0.885"
0.574" 0.796" 1.163"�
0,062" 0.062"
J 0.080" 0.233" 0 062"
0.264" 0.075"
5 )FRAME SILL P-HOOK MOUNTING P-HOpK SCREW
it 2s P-HOOK 2a 2s aG P-HOOK FOR BOX RISER
C SCREW COVER OTRACK O OADAPTOR (BE -
COVER
0.080°
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(� a
.155"
2.30" 1.488" 1.739" �
0.080"
0.830" 0.062" 1.600 0.133" 1.600 0.062" -�j 1.303"
f 016" .08W 1.870.1 I 1.888"
1.974" F� 3.125" �- 0 325"
2.44" --•- 3.125' � 0.062"
INTERLOCK INTERLOCK
31 135' CORNER 3z 135° FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE s2 65
ADAPTER SCREW COVER
(6083-T6 AL) • (6063 T6 AL) O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL)
3.979°
0.075"
1.645"
0.125""
67) STANDARD ASTRAGAL
(6063-T6 AL) -
4.125"
1.645° 0.062' 1.304'
I �A
0.281" --4 I-- f-�- 3.25"
se HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL
(6063-T6 AL) (6063-T6 AL)
1.003"
0.050" W
r 0.080"
i
FIXED
toy
OPANEL CLIP
_ 0.709"
(6C 63-TG AL)
U
'550"
--�-I 0.863
s 0.709"
923 FIXED PANEL
ORETAINER,
7/8"
0.080" --1
(6063 T6 AL)
L
FIXED PANEL
1os RETAINER, 9116°
(6063 T6 AL)
04105117' 1 C I NO CHANGES
1.050" 1.060"
1.050"
�--•
289"
.045"
,611°
485"
79
G.)
80 BEAD,
at
BEADIGLAZI(I
(6063-T6 AL)
XEIDG
PANEL CLIP
B/EADGLAZING
(6063-T6 AL)
(6063-T6 AL)
1.03"
4' �5.621"�
2.893" 1.498" 0.133" 1.498" 0.133"
0.0801,
5.621" 4„
2 826„ 120 00" INSIDE CORNER ASTRAGAL
its 90" OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
118 90° CORNER RECEIVER (6063T6 AL)
(6063-T6 AL)
1070 TECHNCLOGYDRIVE
N. VENICE, FL34275 EXTRUSIONS
(941) 480d800
CERT. OFAUTH. tYl.0295 SERIES 770ALUM- SGD - LM IMPACT
GGPYflIGtfrolpfl £aTW. fodn'. 6A°G nW a r.
rGrwGusm�s "� ° SG1-770 1 NTS 22 22 PGTOi30 C
ALLWGHfSFESfRYEn
PRODUCT REVISED
s complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Dato 02/17/2020
.0NNY LYN7j77,7
• No.58705
�O sniElO VAT
P.E.058705