HomeMy WebLinkAboutNOASCANNED
BY
IIIAMI]ADDE- St. Lucie County MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
ME - SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
_T_!�!..miamidade.1ov/economJ
NOTICE OF ACCEPTANCE (NOA1 ----------------
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dadc 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 afler 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.
RFR 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
locipf -Humcane Z n
Code, including the High V5el e
DESCRIPTION: Sprlg'�"HR-710" Aluminum Horizontal RolllnC��i�ndow— L_M�_L�
APPROVAL DOC�6��- u
. �rawing o. �412- , tit �cAl in. Horizontal Roller Window, ImpacV,
sheets I through I I of 11, dated 02/28/06, with revision H dated 03/24/17, 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 INTACI TMING: Large and Small Missifle Impfa�ct Re�_siisttant.
is t
Ur
acturei"s name or logo, city, state,
LABELING: Each uni
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-tennination and removal of NOA.
ADVERTISENIENT: 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# 16-0714.13 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0411.06
1rM_1AMWA0r CC NTY ExpirationDate: December 2.1,2021
ApprovalDate: August3l,2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I
through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by
manufacturer, signed and seated by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durascale spacer system, Super SpacerQ NXTTM spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0714.13)
2. Test reports on: 1) 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
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, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
o e r1asencla P.F.
Pro ct C2
tr I � nit So el�lsor
r40A Ko. 17 0411 .06
Expiration Date: December 21, 2021
ApprovalDate: August3l,2017
E-1
.PGT Industries,.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test� per FBC, TAS 202-94
2) Uniform Static Air Pressure Tes� Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an XGX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'
Edition (2014) and FBC-6'h Edition (2017), dated 03/31/17 and revised on 07/28117,
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).
MATERIAL CERTIFICATIONS
1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trusifol@ Ultraclear,
Clear, and Color PVB Glass Interlayers" dated 0 1/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC-
611 Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E. ated 11/09/1 . 6, signed
3. Proposal No. 16-1372B issued by the Product Control Section, d
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0 714.13)
Z::�� --
,/ZJ6-rge M. Flasencia, FAL.
Prodfict Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August3l,2017
E-2
PGT Industries, Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07118/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series
"ER-71 0" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and
expiring on 12/21/21.
/"orge M. Plasencia, P.E.
p7duct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
ApprovaiDate: August3l,2017
E-3
�tINZGION& 'SEE GETA,11.9 ON SHEET,,�.
5/lep 1
IGONSISTING OF 1) LITIES F ANNEALED GLASS WITH A.fiRF PVB INTERLAYER.
I LASS WITH A.09V PVB INTERLAYER.
I CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 10 HEAT STRENGTHENED G
C. 511 a' LAMI CONSISTING OF (2) LITES OF Iff HEAT STRENGTHENED GLASS WITH A,0w PVS INTERLAYER,
D. 711 G'LAMI CONSISTING OF 12) UTES OF 3116' ANNEALED GLASS WITH A.090' PVB INTERLAYEFL
E. 7116" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/1 w HEAT STRENGTHENED GLASS VVIT H A.DBG'PVB INTERLAYER,
F. 7116" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A.09Q' PVB INTERLAYER.
G. 13116' LAMI IG: (1) LITE OF 118' OR 3/1 6"ANNEALED (MIN.) GLASS, 5116" OR 31W AIR SPACE AND 5116- LAM
CONSISTING OF (2) LrrES OF Iff ANNEALED GLASS WITH A.090' Pvs INTERLAYER.
H. 13/16* LAMI IG: (1) LITE OF 118' OR 3/1VANNEALIED (MIN.) GLASS, fill 0' OR 318"AIR S PACE AND 5116' LAMI CONSIVING OF (i) LITE OF Ila, ANNEALED GLASS AND (I LITE
OF 118' HEAT STRENGTHENED GLASS WITH A.W PVB INTERLAYER.
1. 13116- LAMI IG, (1) LITE OF 1/11- OR 3116- ANNEALED (MIN.) GLASS, 5116' OR 3V AIR SPACE AND 5116'LAMI
CONSISTING OF (2) LITES OF 10 HEAT STRENGTHENED GLASS WITH A OW PVB INITERLAYER.
J, 1311F LAMI IG: (I I LITE OF I/F OR 3/16'ANNEALED (MIN.) GLASS, 3116' OR 1W AJR SPACE AND 71`16' LAM)
CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A.GW PVB INTERLAYER.
K 13116"LAMI IG: (1) LITE OF 1/8'OR 3/16"ANNEALED (MIN.) GLASS, 311 S' OR 114- AIR SPACE AND 716"LAMI
CONSISI ING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3fl 6-P HEAT STRENGTHENED GLASS WITH A.09T PVB INTERLAYEFL
L I arIS' LAMI IG: (1) LITE OF US' OR 3116- ANNEALED (MIN.) GLASS, 3M S'OR 1W AIR SPACE AND 7/16- LAM]
CONSISTING OF (2) LITES OF 3/1 S' HEAT STRENGTHENED GLASS WITH A.C9W PVB INTERLAYER.
2. CONFIGURATIONS: 0 —
6 KO XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET8)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TH IS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AN D PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET,
7. REFERENCES: TEST REPORTS FTL-41368, FTL-4859 AND FTL-5330.
ELCO ULTRACON NONS
ANStAF&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL HVHZ)
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED To COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE
9. FOR JNSTAULATION IN THE HVHZ A13OVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP- BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED.
LE 1:
Anchor
Group
Anchor Type
Fram,
Member
Be ate
Min.Edge
Distance
Min.O.C.
Distance
Min.
Embadmantor
Metal Thic know
A
9
12, Steel SMS (Dr. ).
(min. of 3 threads belfend
metal substmale)
1W Elco UIMCora
All
Jamb
deih ine (SG ��O 55)
g�
116.
NO"
802PMANMI� o
-1 ,
318
--
vier
--9-7
Im
A30 St ;I or Gr. �33 St"I Stud
Im B wk AS
Ho' I led 'TM C'G'
I �d`
i-&V
W"SR
.046"(ISGa)
1.114"
—IW4-
All
Concrete mfin ks1l
All
.7.SS
r
Southern Fine SG - 0.
IN
All
So h" I . SO
Southem Fine (SG - O.W
1.
I
llvs*
C
TI/4' 410 SS Elco Cret$Flex 3
--
-5amb
- V.11_ 13 k CAST
(ASTM
lir
2-11Z
1 114'
:):El mw
.rdoat� . �C�90
- ("in 335ksi)
_117
2-11,
LE 2,
Material
Mln.F,
Mln.F.
Steel screw
m Iml
1201el
El" �n 0
155 kal
luml
410WEI'. OdIcHat 0
127A Iml
169.7 hl
838XT5 AWftnum
lam]
iffiam
�m Aleni�w
25 kel
wmI
� Erea
30 kAl
NMI
Gr. W Sted Stud
33 "1
45 MI
lIN�.-T-D-OSI-G-N-PRES-SUn7��M-N�G
ar
VMMEWEROMONS,
SIE _]
1) WHERE SUBSTRATE
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE� CHOOSE THE
ANCHOR GROUP OFTHE
LOWEST LETTER FOR ALL
.... —1 I—LESIN THIS
APPROVAL
2) FLATHEAD ANCHORS MOST
BE #12 TRIMFiT HEAD.
DES)STANDARDSUSED
:4�71FLORIDADUIUDINO WD'I;F
20 4 FUDFUDA 3U'LD.0 CODE C):=1T N
-ASW E13"
.ANW&F&PAN0&-20l5FORWWD00N51R=J0N
:�UMINLflfiDnIGN" 0-2016
AiS"ISID0,12
.NSISM.10
NOA DRAWING MAP
SHEET
GEN5RAL NOTES .............
I
GLAZING DETAILS .......
.... 2
ELEVATIONS .................
-3
VERT. SECTIONS .............
4
HORV. SECTIONS ........
4
CORNERDETAL .....
4
PARTS LIST ..................
... 1 6
EXTRUSIONS .. ....... .....
. 6
INSTALLATION ....... ........
.. 7
DESIGN PRESSURES ......
8
ANCHORQUANITITY
9-11
PRODUCT REVISED
c..'ImeAth the Fladda
No�.. 17-0411.06
L S`rRumm
N Ul, .1.12- NOM. SIUCME
SITE S�u
SOIrE PM""U=E 14' NOK wrrN
r wrrH msjcc� -A DE151COW
711V LAMINATED GLASS
ExrEmOR INTERIOR*
(ALLSEC11ONS�
w1w
J3116- LAM] IG GLASS W/ 71111"LAMI
t A.51116PLAMI- 1B"A,09O'PVB,1lFAI
J1W A,.09(r PVS. 1/9"HS)
c. 5mo- LAMI - (11W HS,.OGT PVB, 1/8" HS)
D. 7116* LAMI. (3116'A..00D' PM 3116- A)
E. 7116, LAMI - (3116'A,.090' PVB, W16- HS)
F. 7/16- LAMI - (,VI6' HS,.09(r PVB, 3/16'HS)
G. 1311W LAMI IS - I/S'OR 311V A (MIN.), 6116'OR 318'SPACE, 51161
H. 13116- LAM] IS - 118' OR 3116" A (MIN.), 5116" OR aW SPACE. SAW
1� lallff'LAMI IS - 118" OR 3116' A (MIN.). 5116- OR 31W SPACE, 5116- 1
i.lailS�LAMIIG-IIWDRW15'A(MIN.).3116-ORl/4-SPACE,7/16-L
y 13lie- LAW IG - Va'OR 311W A tMIM.). 311W OR 114- SPACE, 7/16'
L. 13tl6' LAMI IS - 118' OR 3116" A (MIN.), 3116- OR 114- SPACE. 7118'
FFOR —INSTALLATION IN THEWEABOV—E 3-0-1
FT, GLASS TYPES G � L SHALL HAVE A
TEMPERED I.E. GLASS CAP. BOTH 'ME DP AND
I ANCHORQUANTITYREMAINUNCHANGED. I
PV13,118-
PvB' 118"
EXT.
STMWrIiE� G�
ql-� \-INT- GLASS 4,U,� �INT.GIASS
KODISPACE SUPER
S 4SG TPS �—PACERQ N
pmyls&
BMLENS
SEAL
ROLL-FORMW
TrANLESS TrEa
W-� �INT.GILMIS v4v 1
0 DURASEAL@ XLEQGE�
SPACER SPACER
ft#
DeacAption
MatDrial
85
Z-maging 4SG TPS Sp8t0r bySteM
See this
86
Qua�r Spacer nXrvAth Hot Melt BulYI
Sheet for
87
Quanex DUMB ell SPSC-r
Materials
88
Cardiml)(L Edge Spacer
K��LN� I ��l
PRODUCT REVISED
-fth Ut. Fl.dd.
o e
17-0411.06
o.t. 1=1*021
27 3W MAX DLO FIXED
MAX. DLO 54 VIS'
VENT
0
ljo- MAX. WIDTH I.F. FRAME
—Ill. WIDTH FLANGE F
AIL XOX (14-1/2-1/4)
33 9116"MAX 33 9116"MAX
OLD FIXED
A
57317
X
MAX D:
DLOALL VENTS
FIXED 62'
LFTES I.F. F
i
0 cc
-73'7 VAMTH I.F. FRAME
4NOFFR
74- MM. WIDTH E
DETAILA--- XO
27 31W
27 3W
LO
MAX. DLO
MAX. DLO
M AX CLO
VENT
FIXED
�lliglra�lli�
85 7116- MAY WIDTH I.F. I
7/16- MAX. TH FLANGE FRAME —
DETAIL C-- 113-1/3-
NOTE:
i. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
"'T
63 1 AX. SEALANT OR GASKET
F E AT HEAD AND SILL
F7RAM
AL
ALL 16
CONFIG.
@.I.F. FRAME
U3 FLANGE FRAME
VIEW D-D
(FRAME CORNER CONSTRUCTION)
F----i
0 D
PRODUCT REVISED
with the Florida
a 8 17-0411.06
Expiration Date 1212112021
MAX
HEIGHT
FLANGE
FRAME
VY SECTION C-C
(VERTICAL SECTION, FLANGE FRAME)
INTERIOR
�— MAX. FIXED DLO —1
MAX. WDTH (FLANGE FRAME)
SECTION B-B
(HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME)
MAX. VVIDTH (I.F. FRAME)
EXTERIOR SECTION A -A
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
SILL
SECTION, I.F. FRAME)
HEAD
SECTION, I.F. FRAME)
MAX, VENT DLO
PRODUCT REVISED
with tho Flodda
NQA-N� 0 a 17-0411.06
E"imuanic,awl!2121120211
=WiT. W C�GIM 1110
SHEET.
S2
Ea
mv6
0
0
4�
sc
z
z
X d -
0 , -0
Q
WH
:J
0
0
--mm
Z
TABLE
4:
DWG�
EnClUPTION
WkTL
PGYY
,,,N�JFRANIEBEAD
6063.1'6AL
61=
IATM TIFT
612244
2
umX3,4rj1PANBFAD
7834AA
WS-T5 AL
t�ml,RAMESILL
6063-T6AL
64136
7
37
SIMAY"170R.
6D63-T6AL
64137
8
lw� IRAQL
6063-T6AL
64131
10
298
WEEPECIIECOVER
puymp
71298
DpINcaLFoAjdPAD
7FAVIC20 1
13
40a
A
FLANGEFRAMJAMB
606346AL
61Z225
14
4134
MRICErFURIdAINFRAMESILLJOBIT
74134W/K
15
IL55
A.YI(Irm AIIVM�mh
SCREEKADAPTOR
78 A
16
4110
r,
6DS-T5 Al,
WHiiU
17
401
B
�'—RAR-
606MD-T6AL
64054A
6W66G
19
ivy m VN SEAL
21
4105
Bui Ium RAIL
(063-15AL
6122Q
22
Iftf
�TP X-270RA FIN SFAL
61683G
23
225-1
HOIJSM& aWE
42112HD
24
226
SSRW�Kw�
BRASS
IRKWEL2
29
4128
K0R=UALR0UERSASHT0PG(J1DE
PCIMPR00P..
4412M
4OD6
D
GRAIL
6wm
33
1235
170BAMFIN�L
35
1096
31
71096
36
1016
11, sms
—59:T-5AL
7958
37
4126
SASHSIDERAIL
64126
8
38
1693
WSTP 25OX270RA FIN SFAL
61680
3 9
9
M
JIS3
Iff M RS TRI P . I BN �275
67070K
0
40
J�i VERt]AP _
74or7rC'LORR
4 1
1
4139
LF.FRANMEMAD
6063 -T6AL
64139
4140
IF. FROIESILL
6063 -1bAL
64140
_j2
43
4141
I 6063-T6AL
64141
so
791,399,995 OR
7700
51
1224
BUL13 rrn=
6TP247W
52
1225
DBUIBMW
blr�
53
4039
B
G,
— ALL
64039B
B
6-w/CRRLIGT
MTS AALL
I k713
85
C
6"W/GRnLKrr
6D63-T5 AL
1 (M5
59
4067
le
6Z:T-5AL
I &M7
60
CIASS
511
VS" A)
61
5/1 I's-Us)
62
.
5116"LAN11 1/8"-- .090PVB 118 1
63
.
7/J6-JAMJC3/IG'A,.WM31lf'A)
64
71l6'lANff(3/l6-A,,mPVJ3,j�1a ub?
65
7/I6'LANff(3/lG'M.090PVB,3/I6'RS)
DISCRIFWN
I m&rL I RF#
'16' LAPHI- - 8
W.T3-1g-AuLspACF,5/I6'IAbfl
l/rA..09MR.118"A)
J3/l6'IAMIIG-I18`A'M
- - � �M�PAM
910 unfils-K-090m item
VIG-LAMIN1118"A
IN. 318-AIRSPA
5116'IAMI lWHS,-MPV%LTES1
AR'WACE`9=" 090PVJ3,118-Al
1AMMIl l6'A6,flNJ516AFR
Sp AEE ..MPVJXIWM)
L"4mII ICAWIN.1
&NHIG. 8-A (MIN)
114- A EPA 71
gAW.),
IW AIR SPACK7/16-
LAMI EIVA, IMES WL�—)
75
13116, WaIC0116A
(MIN.), Y!L AIEKA
76
1311f? LUflIr,3tIG'A
(�J, LIRSPA
A,.090SB,3?IWHS)
77
11
Jill LAWIG311TA
(MIN.). XI(f PyE1,311s.�)
90
1014
Ell 41 M JIM
I VW)
31054R4 AL
POLYPROP.
91
1
SCREENCOMIERKEYWIRINHA
92
1631
SCIUMN MRNERXEYWIU� MW
POLWEii"'
1
93
1073
sTsr.
N
I
r_M
W PVC
95
1635
SCREENSPLIMB-.135
SC_REEN
It
96
+7
2.784
L 1
062
1.988
I.F. FRAME JAMB
94141, 6003-T6
21
062
I.F. FRAME HEAD
tql-39,6063-T6
1.F. FRAME SILL
04140. 6063-TO
PRODUCT REVISED
KOA-K- 17-0411.06
E�Irmtfon Da!o �1=1=21
mgmwm�D ��] I
FLA�LGE Ff:�M HEAD
#4102A 63�
(D TF
.490
SASH STOP
G) #4026, 6053-Tb
062
�11103
SASHT2P&LO OMRAIL
mIr
5, 606;�
81 #4044B, 6053-T 5
(USEDWIGFULLKrn
1. �22. t:7::j —
FLAWGE F ME SILL
.4 7"062
1 141
HORIZ. ROLLER TRACK
#4131. 6003-TO
2
7
SASH MTG. RAIL
— ----- GD63HS-TB
050
67B
T
& r.5 GLAZING BEAD 7116'
0422�, ��l b
—1 1.187 �--
FRMLE SILL. A APTER
g4,37.,063?
0 To
062
1-1.4o3--4
FIXED MEETING RAIL
#4054E3, 6063HD-TS
2 gig
SASH SIDE RAIL
94126,6063-T5
i
678
1.115
ING BEAD, 7/16-
#985G, 6053-T5
(USED Wl GRILL KIT)
040 M
SASH STOP COVER
04053. 5063-TS
2184--1
T-
363
T_ 06�2
_jr�
FLMGE F,,F� E JAMS
44F
0,
63_Te
GLAZING BEA 51161
#40398, 6063-T5
1
.683 :�� 050
-f—I 1 1.097
GLAZING BEAD, 13/16"
#4067.6063-T5
PRODUCT REVISED
as "M"09 "'M �� Fl-lid.
-.4 M.
17-0411.06
D.t. 12r2l/2021
�MNOC�ls
SHEET. I I
Z�o
>
I 11CHORTABLE, SHEET i 2x WOOD BUCK
NOTES:
W
SEEANCHOR SEEANCHOR NOTE 1 1 3w
r-�81EE
'ABLE. TABLE, SHEET I
1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS
SHEET 1 MIN.
WHOSE TOTALTHICKNESS IS LESS THAN 1 112'. IxWOODBUC KS ARE OPTIONAL IF
SEE 'ANCHOR
UNITCAN BE INSTALL ED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
IKABLE, SHEET I
B
lXWOOD
DEPICTED AS 2x ARE I 1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
BUCK
NOTEI
HAVING JURISDICTION.
14W 1/4'
lt�41
2. FOR ATTACHMENT TO METAL: THE METAL STRUCTU RAL MEMBER SHALL BE OFA
MAX. MAX
�l M
SVE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 81 MILAR TO THAT SHOWN
IM
SHIM S=M
IN THESE DETAILS FOR2x WOOD BUCKS -
SEE ANCHWOR SEEANCHOR
TABLE, SHEET 1
3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO
TABLE, SHEET I DETAIL A DETAIL B
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLANGE FRAME HEAL) SECT DNS
FLORIDA BUILDING CODE.
TYPICAL
0131'DLAMIN X 2112"NAILAT CORNERS AND S' D.C. TYPICAL DETAILS G. H & 1.
1/4"
MAX
_rlM
'3/8"
SHIM MIN.
11,r MAY, Sr —1 [--
SE5ANCHQR:::jf SEE CMOR TXL2.
TABLE,SHEET1
TABLrSHEETJ
2x WOOD BUM NOTE I i,WOOD BUCK NOTE I
DETAIL E DETAL F
TYPICAL FLANGE FRAME JAMB SECTIONS
SEEANCHOR
TABLE,SHEETI
114*
MAX.
—ISHIM
SEEANCHOR
Tl
TABLE,SHEE
SEE
kNCHOR
TABLE, SEEANCHOR 2xWOOD
SHEET i� BUCK
DErAlL C NOTEi
4.
��EE ANCHOR INTERIOR
LE, SHEET I (IAMB DETAILS E, F & 1)
EXTERIOR j j2lWMINLEMBEDMENT
10
<-JEXTERIOR INTERIOR[�> ZgMl>
&i
S T OR (HEA SILL DETAILS A, B, C, D. G & H)
ASMET
1
SEE ANCHOR
TABLE.SHEETI
* 1114V
MA �q
SH M
--T
3 Sle I
18'MIN.
SHEET 1 i W=51
EE�NCHORTABLE, 2-itZ MIN. EMBED
DETAIL D DETAIL G
DETAIL H (HEAD)
NOTE 4
DETAIL I (JAMB)
PRODUCT REVISED
�tg
Mth the Fho4da
0 17-0411.06
mtpluationDatul=112021
=417: h� NOWS To
com�Y�NEW
M�DMGE.�DED:T:4.
'4' 1 -" I is**�
J�/ (�(6b jDI)
Hhw
5.Jr
or
CHO
I
Design Pnieusum, DP (paq
XDorOX
hFoin
WM
in Design
XOX,IrJ.IM-113
Hft"
:T
1.
1-
IT
rHnS 11
PIessum,
T, F,-.,71
-w8-QoT.a,La
IMP IP
D E 1-1 1 L
.76.0146.0
TABLE
-
Nuthunum
2r
w
%
Design lim"
XM1114-112-114�
! -
Z D"
GLASS TYPES:
- LAW A.090' PVB, 11W A)
A.5116 -(118
B. 5116- LAMI - (lWA.09W PV13.118- HS)
C. 6116"LAMI - (118* HS,.09X PVB, 1/8' HS)
0. 7116'LAMI - (311 15"k.0917' PVB, 3116- A)
E.7116-LAMI-(a[16'A,.09TPV13,3116'HS)
F.7116-LAMl-(3tl6-KS..OBWM,3/16'HS)
G. 13116' LAMI IG - 11W ORV16-A (MIN.). 5116`0113/13-
SPACE, 06- LAMI - (1/8' A.090" PVB, 1/8' A)
H. 13fI B'LAMI 10 - 1 f8" OR NIS' A (MIN.), 6/1 fl� OR 318'
SPACE, 5M S' LAMI - (118- A,.09D' PVB, 118- KS)
1. 13/16' LAW IS - I/6"OR 3116-A (MIN.). 6116- OR 318-
SPACE, S116"LAMI - (118- HS..090' PVB, Ilir HS)
J. 13/16- LAMI IG - IlW OR W16- A (MIN.), W16- OR IW
SPACE. 7116'LAMI -(3116" X-090" FVB, 3116'A)
K 13116-LAMI iG-118*OR3fl6'A(MIN.),311VOR114-
SPACE T116"LAMI-(3116-A,.090'PVB,aflWHSI
L la(16' LAM] 10 - Ila- OR 3/IVA(MIN.)p aflg'OR TIV
SPACE, 7/16,LAMI-(3116*HS,,Gg(rPVB.3ti6�HSI
NOTES
I)FORWINDOW SIZES NOT SHOWN. GO TO NEXT LARGER
WINDOW IN TABLE.
2) OVERALL FLANGS DIMENSIONS SHOWN. FO R FIN
WINDOWS, SUBTRACT 1"FROM TABLE SIZE DIMENSIONS.
3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPE S G - L SHALL HAVE A TEMPERED LG. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEE T 2.
'ABLE
5:
Maximum
%Mft
37
qI IDE.F,J.KL
A.B.C114
t4v...�Nl
;wafaA
.7&01-76.0
W
m 140.0
�l -71�61
#78 0 1 JSo
�0.0/�D
-zRofeojo
.7&01.76.0
4T
.80.0141.0
tIG
.7501-76.0
/�.
��Qf.600
50.01410.0
00, 0
�75.0145.0
-f-n
-;Flo 14-10
7776 01-75 0
.75.01 -lb..
Do
1
lair
Ill.
Wo
MOU '�WD-
+011, 0
-.77&0 0
-In
PRODUCT REVISED
Ul with Me Flarlda
aw.=lll 017
NuA.M0. -0411.06
E"Iend..D.WIV2112021
By
we 0 1-404
-+KSTF-11-4-50
0
wila.
.15 a 1 -7110
ni.. 1
�001�13
�01�.o
-.77&0 a
4110
-;75 01-75 0
�.Qlzlo
.6001�0
-o'so
+75.9 1 -75A
-:75-.0)70.0
AN
�.004304
410 410
'q, -"" ,
.76.0t-76.0
nAl-75'a
."A i -Tab
+,82MO
�Mol.,eo
+8101�0
*7eo"Sli
�01&Lo
.75.01-75o
no I -T&C
fi�llw
Wel,sIo
.001�.O
77-
5.0145.0
-
74-
w
#eo.01�800
-75.01-TSe
�01�0
Mcl�o
41610
�ob)40.Q
-75.91-76.0
... -.Ve.
�aol�o
;10:1610
�511 7-
Tr
.n.01-75.0
I�
�01.11,Lo
.76.01-71ib
w
I -
7
�01.810
�.o 400
.(N'Wo
It
TSAI-mo
w
.75. 145.0
1 11,
.101-750
4F
No �o
ew
MAJ-750
Ww
-16.01-75.0
wolao
.75 0 4itO
.7507
no"So
.76.01-75A
7&0
11!12011�17&0
0; '7se
as'
Rr-
7V
to
0 -1
14
=9�
0
z
-
As
-7u--Qr4-0o
.75.91-75.0
4finol-wo
7�,Ro"�::.00
'a
.7-11
7v
"M
+75.a 45.D
3"W
0000�a
�.01�O
a uI� 0
Qo
.1&01.mo
ff.7&O 1 -75.0
.76.01-75.0
4-
-.Saol � a
l. -17el
-�j-
.75.of-no
475.Di-764
.75.0/46.0
.78.01-Vio
84-711v
4W
Wff
1
.010 3410
-;w -0'� o
vtot-m..
7ED 14-0 0
.75.01-75.0
Taul-7&0
.7 -- -73.0
" !-'2
4
-Tho.9 1-40.0
+75A1460
-a
60.1)1�80A
DI
.75.01-751)
aw
_7M-D14MO
.76.01.75M
DR
.?&01-7!t0
.710-14"
--"01-760
W
-Two -IAo o
-';7&a 1-73 a
�014104
-Mot-75.0
.Mol-no
.75.01-715.0
.7sn'.7se
wol�o
.,Sol-75.0
Moo-76.0
not-vlo
+60.01�0
IUVI-76.0
M0745.0
4r
W,0140.0
+74.01-75A
).80o
122.
tehl)
9
0
to
0
he
oe .1,o
I.aito
-T"I-no
- -�76.017-7UO
�501400
1
+1&01-75A
Mol-n.0
I
.0
-Mol-W
.6101.60.0
M,Dfqs.o
.1&01450
.00014D.
Goor4l
laa'ZIA
+75.01-16.0
.7...' -le..
.75.01-niffl
-;775
Wir
W
�80.01�0
�D
-75.01-Mll
-wis
.75.01-75.0
.75.01-75A
w
+61)01�0
.9570-/-�d
o
778 a
.75.01-75M
.75.0 .75.0
71.
wc-,�o
io fo
zwo-l�o
7&-olno
--
01-75.0
+T&O 146.0
w
Sr
70 0 -1� 0
-.Vro-�zo
�01 � 0
-47MDI-75 0
-W6 01-75 0
-07&0
�0.0140
.5... 1 re
01-76 0
-r75 01-75 0
.76.01-75X
+75.01-75+0
.7&01-75L
fle.-
--ar-
75cToT�-o
;-Ta a
--775 -0175 0
-Ts�
7uo -I�o
-.6570' -�o
-ZE-0 14-6 0
.7&0 1 .76.0
1w
--;7T&O �175 a
+75.01-7&0
0
1 0
:90DRS0
+76C/45.0
111-
+75.0145.0
MO 0 411.0
So
M.01-75.0
51w
MpZza
V101-75.0
-/�
971 -?50
*7&
W
:19RO."Mol
.95-1�0
77 a 0 0
01.10.0
+M,9145.0
+76,01-73V
;1-120;:2150
w
3r
�01�60.0
-7&o1-Xl
+00.01,44to
+75A 1 .75.0
+HA I Faxi-
W
.7u.01-76.0
472--
""i46.0
.7&0 0 Joe
.7&01-7&0
MTIIW
4r
+otol.&o.0
Mol-,nix
-0770-lZe
*hooj�.0
*75of-7itQ
w
;�75."O
+75.01-75.0
--7&014"
11w
wir
+0101�0
.16.01-75.0
.75+014"
-�75.01-7&0
w
�1044iQb
70-1 -�D
f&
�. M.
+-7&-GT--TS0
I%-
w
+75,014&0
-
w
7v
�'.SIZ95
� �J� 0
. 7.o
LYNv "I"
...... 4f
Z* No. Sam
.4u-
a 7E F
.............
l"'70 L
1"
A 'PE
P" O&T
mof�o
.7101-75.0
111-
.74.2J441
-75 01-7"
460,014(ko
-;-n 0 -IT6 a
�110-
or
..wsojo
wff) a0A
.7511-75.0
w
.7631-75.0
-IV
3r
oj�o
�oj�o
+75.0146.0
�01.00.0
.75.01 J6.0
V5.0145.0
ee-
TV
.75.01459
.78 0
.7&01.75.0
S�IIW
.60.0) �o
?&01-76A
sow 4110
-.We -1�O
+711.01-75.0
w
91.110.0
.75.01 5.0
M0145A
7 01-760
-40 0 J� D
-;me 1-76 0
4V
-5�rlw-
w
'6o'.Tu
-�Vto 1 -T&D
w
-.562
1562
41301�0
-75,9146.0
-ew
Gor
.75.01 -no
.0
.76.01-75.0
lGeWr
11 0.
.901ZQ
;?-
sol-Iso
-,�
a
-7-501
7 no
I
.70.21
W
-:�Ma -t
7;Wo -1�0
401=00
-�fs a 0
M0148.0
+@Ctol�.o
�Folecto
AE qF9 qH
+7&0lqkQ
Oul-vio
or
�85.21�
7T
74
FOR
FEREEHEET9.
MWIM
FOR
ff
7c
0
-zo -1" a
MMa
:2a:11:1100
w
-7k-ol-wT
U3
;M-31
--
�01-800
-7&01�.Q
Ina,
-z5I 71 zi ?
Zo
+75,0143.0
.5011�9
4aoalll
.75.01 �5o
FOR AN
HO
BE SEE SHEET
il.
AncharQUATM814)(O"OX
w1mclus
HddM
&M
I+C!.1
2
2
I.M.1
2
+C?II
2
i.m.11
2
.�l
NW
I.CI,l
2
m.1
1�1
2
+�'
2
17
I�i
2
�l
2
b�2
2
1."
2
2
1�0
2
1 -1
2
2
IlGZ.'
.
-1---1
I
-2
T._�j
-2
J�.j
-2
2
1
-9571-
2
-2
i.�,
2
I+C2-1
2
2
2
1�1
I
-2
2
_j;�i
___
2
7-�l
_T__
ar
-
2
I.Q.1
2
-C2*1
_T+_�l
2
-2
Or
1+
2
-2
J.CNJ
-T+-M.i
2
-2
-2
Ns;ull
1�2
2
I.M.1
2
1�1
2
i.a.i
3
!*G2.1
G&I
.
51W
,
.,+,
3
i+�l
3
3
1+�i
-i.-M-o
3
1-�l
BF-
3
3
I+C211
3
3
J�.l
3
1'�l
�0.2
3
1�0
a
1�1
3
J�i
3
'-�l -
1�-1
3
1�.l
3
T;5�1
3
�'l
3
I.cNI
3
l7aI,l
3
3
1.�i
3
m.,
3
2+mQ
3
1. 1
3
-3
-.-�l
3
:q3
�MQ
3
i�-1
�j
w
1
3
1.1+1
3
1-�l
3
J�.l
3
1.�.j
3
I.Q.1
3
1IM-1
3
"-�l
3
1+ 1
3
I.M0
3
-
1.�i
-3
1�+l
a
czI -
3
IF
3
I.M.1
3
-3
1'�l
_7'�_l
3
-3
1.001
3
-_j._�_j
Qj
3
1
3
I+C�l
_T_
3
I.M+1
3
1-02-1
3
'�l
-3
1+0.1
3
j+,,.j
a
1.�l
3
7V
�M-2
3
I.Q+l
3
-
3
-
17�1
-
3
-3
"�!
1-�l
3r
W.
I.M+I
3
5&vT
I.mo
3
3
3
-7-
_F �l
-
3
+cIo
3
+CNI
3
1--�
-T
-
_T_
7Z
W
F�2
3
3
-m+I
5
3
31
D.E.F.J.KaL
H*m
�Qws
I
3r
4V
=�+l
2
1�+l
2
-2
I.Ogj
__lTEr0__Z
2
_T�_l
77E.1-
-2
2
7r
�.l
2
2
'020
2
-2
-2
-2
2,,,*2
2
M,
2
1�1
2
-2
3r
-7;6.-1
-2
1.�l
2
7;E7_
wim
-2
1+�j
2
J�l
2
1�1
2
I.M+q i
2
1
-7-
2
_f�__+j
2
I.C2-I
-
I
- --'1
2
7z
T+-,+,
2
I.M.1
2
I.M-1
2.�2
2
.M.1
2
�l
2
-2
�2
2
,+_.,
I+M.l
-
2
3r
3�
.1
2
1.�l
2
4r
wiff
1.0.1
R
2
I.W1
2
2
:_.I
'�-1
-2
6m
2
J�+j
2
-2
.1
_T+_M_I
2
7C
-2
2
_ I +'
7�_i
-
2
--l-
+M2`1
_T__
2
-
.�2
.2
_
2
2
_7___
gj
_
2
+�j
2
4v
i.C2.1
3
-3
w
1.
Iv
3
1�1
I
2;M62
3
IWO
3
1�0
3
-1
3
1�'t
&;ss-
3
1
W
w1w-
3
3
_P�l
I.M.1
3
or
1-�l
3
I.ml
a
1�2.i
w
71
Tc
1�3+1
3
1-1
.
T�-'
-3
Z.�2
3
1�1
3
1�2-1
I
U.
3
1
3
1
3
1
3
ar
+1
a
�l
3
1�1
3
ar
4
liC141
3
Te
I+cz'I
3
V�2
3
.=.I
I.cvI
3
IF
a
14=41
3
I.c2.I
2
4r
-5711-W
1.�l
3
I.wI
3
I.C2.1
3
-3
?V
2-�2
zio
s
-3
2�2
1
0+1
3
W
3
1�41
3
-
I�t
3
1�1
3
7-
c,-t
_TI4241
3
3
_7+_�l
3
3
7_3
1�.j
3
1
3
T
�,m 1,
F-3-
I �n�
1 3
=2
TA13LE KEY.' 0 X
I+C2+1 3 AMCHOROUANTITYPERJAMB
1 ANCHOR QUANTITIES
hA mm,
F(Z)MUMUKb
CENTERED ON THE MEETING RAIL
PLUS (1) ANCHOR AT OPERABLE
PRODUCT REVISED
VENT AND FIXED SECTION. (4)
..'..pl & 9 wIM tho riodda
DOW., 6.
ANCHORS TOTAL AT HEAD AND SILL
NO".. 17-0411.06
(4- MIN, O.C. ANCHOR SPACING)
[--�-18 SA' MAX
1_1 I ---i F,4'MJN.,10-I12'MAX
W MAX X 0
T-1:
MTG. FAIL
EXAMPLE CLUSTER Wl OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW OF / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD&SILL- loi/7MAX.ONEACHSIDEOF
MEEnNG RAIL CENTERLINE.
18314' MAX FROM CORNERS.
JAMBS: G' MAX FROM CORNERS AND 22 1W
MAX D.C.
2) FOR WI NDOW SIZ-ES NOT SHOWN. GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1* FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 3D FT, CLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS GAP.
BOTH THE OF AND ANCHOR QUANTITY REMAJN
UNCHANGED.
6) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
�plmum
0
0
oq!
O's
iLi
Z
z
w
0
Q
0
cy
m
Anch-l0mntitiw,X0X, 113 -113 '113
A.B.C.G. &I
mft
�Am
�ftl
4W
5�w
2W
!
1
2
ev
2
2
W
2
T.—=+14�1
2
2
TV
W
wnB-
W.J�f
2
2
2
2
I
I.CW..1
2
W
�vr
2
F,
2
2
W
2
2
Taj�l
2
W
1�+I�l
2
1�1�1 2
2
J�+J�.j 2
J�.J�l
2
2
I.M+0�1
2
2
1�0�1
2
W
2
T;m;tt-Ml
2
1�+J�+i
2
T,7
I'MI-Ml
2
7v
z
I.,.,
2
3
Pmo�l
.
T'7552w�,--Zl 3
1+�I+.l
a
3
Tzgl�l 3
1�1�1
I
7V
T-
7-
3
3
1�+%�l
3
W
WIAW
3
3
-3
.=.I
3
T�
W
W
i+czll�+l 3
-3
1+0+1..,
-3
-3
RM�+l
Wma.
I
a
75H.M.,
3
T; �'Z-1
- W
1�0+�l
3
3
-3
J.M.7ff.-j
3
.1
-3
T.5rj-�-� 3
3
W
TV
1�"�i
3
3
"�I�l
-3
W
WnT
3
3
T;al—,�'
3
3
W
G�w
or
j*=0�Z41
3
1+�I*W+l 3
..
I
1+�I.ml 3
1�-�l
3
1�0�11
,
3
1�i�l
I
3
J�M.I.M+l 3
3
3
omv�l
3
wyllv
3
a
3
3
1�0.=.l ,
i
-3
T;57"--�
W
7�
3
3
3
—
3
F-3-1
1� 3
-3
3
F,N]
TZ711�1
3
"M T
AnchorGuw=c*jX0X;lM�IM-lM
whh Glow Typom D.E, F. J.. &L
D�
wait
_�F,.J
mr-
1=20miSd
5E
M119
.1'
2
2
2
Be-
1-�I.m+l
2
1+CW�l
2
1
4�2.1+mll
2
j.=.j.o.j
2
2
7.=.I�+l
2
ww
W
-2
-2
lrEF,-.�j
1
2
7571-+�-1
-2
W
2
2
1-�I�+l
-1
ov-
WSW
T��J*�i
2
T;W+f�j
2
Tl;�ff*l�+l
T;U�1.-�j
-2
T,7M—.J�j
2
2
-2
w4w
31�
14-1-41
2
7--2+1-+l
2
T.m+,+.l
2
T;ff+i�.i
-2
tv
-2
or
J�.I.=+l
2
T'—='I�'l
2
re
M71jr
j+M+j.=.j
2
2
-3
T17�-l-.�l
Tr
-9=711w
3
3
i�+I+�l
3
71
5
T+m+l-=-i
3
3 1
MTIIW
T"r
T+-Cj�l-+�l
-3
W
ww
-3
-3
-3
W
W
T;aTi-.=+,
3
1+=+i+=+,
I
—3
I'.
ma—Mm.,
wliv
3
T.M.j�j
a
T�70gj�.j
miff
—3
wa—o�o
-3
4m+i,mo
vtogi—�l
J.M.J�l
3
-3
T+—mo-mo
-3
WNW-Ir
T+-=�I-�-+l
1+=-I�o
3
Mir
J+W.J�j
3
1.�I+=.l
3
-3
T47M--J+�1-3
I--
4�
1 1
3
7ff--l-+M-1
or
747M +�,
3
3
T.5TI.�l
3
3
3
3
1-3
1
3
1
2-
TABLE KEY:
x 0 x
1+C3+1+C3+11 3 ANCHOR QUANTITY PER "B
HEAD ANDSILL ANCHOR QUANTITIES
CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHORAT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FLYCED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL.
(4- MIN. D.C. ANCHOR SPACING)
[--j-25 314- MAX
J_j I --i F-4-MIN., 10-112' MAX
WMAX x q 2i
T-I:p7i
MTG. RAIL, TYP.
EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
I) WINDOW DP I ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 10 itr MAX ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 314- MAX FROM CORNERS.
JAMBS: a- MAX FROM CORNERS AND 22112-
MAX D.C.
2) FOR WINDOW SOES NOT SHOWN, GO TO NE)Cr LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1"FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE KVHZ A13OVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIP71ONS ON SHEET 2.
PRODUCT REVISED
......
Bulldl�
mo�.. 17-0411.06
E"Imtlon 0��
_ _!f2l/2021
villhola A.
aetat
Y&M
Caaal
Mthor A
mawan
17
-=,I
-2
7+C5;1
T�-
IR
Milli
+4
2
+
Ir
irg-7-M-0111,
2
+ 1.�l 2
I�J�l 2
2
77M-1-1
2
01�.I.l
"'.' a
I;5Tb-.11 2
1 a .1 1
.
1 1 2
!.1..!
2
1 1
2
a
* +
1. 1 A
I.M.11.0
2
1 1
-Tw-
77-
1. .2
2
I.Ihmo 2
1 2
2
I.W+24m.l 2
1
1+=+I�l
2
T4�
i�i+wfi
3
IF-
Nmi
3
T;ff+`t�o
3
T-50.
le
er
i+�i+=-i
T.=+'�+'
3
-3-3
Tw-
1�+.=o
mllal 3
1.�l 3
f��! 3
1�2�01 3
3
9�1�0
3
1�11-1
a
1�1* 1�
-i-
-TF-
3
�1�1 .
I.Q.;
.
I +1�.l 3
T�-I-wo
wi-
Qw-
Tc9mr-
-fw--
�1-v -
3
1�+'+.'
3
3
I.MIW�l 3
53,W
M #
I
w
W
lc� 1
1
3
T+�I+mo
3
ISF-0
T..+2-11 3
7-E;I-(2+I
I
-3
I ��i 3
T.-.�m+i -a
-a
I.m'I 3
lom-�+'
3
Wir
.1
3
--TF-
�2.1 -3
-3
-3
71� �2�.l
1.
7�
3
1�1�1
3
77-
7.
3
1+�vm-1
3
13�
MlIh
Might
Mel'�Bi
NMI
Had&W
-uT'r-T+T3;T7-o'
2W
.
!:gg'
2
-4-
2
71
T�- �
-y-
T---T
�1�
T+-�-2-�-7
-2
lTCTl--l+I
-2-
2
T�-
+
T-ty
�2�20
2
it-
2+�l
2
7i-�+,
2
14�IK2*1
2
* Q+
2
J��l
2
-
I
2
T.-�l�.,
2
-a
7;a-t�l
-
1.4�2-=+l
2
2
T�-'�
2
2
-T--T-
2
T.---=-,
21
�4!SM.Ml
1 1
7,_
NER29.1
2
I
G�w
2
Z
a I
ff
-2
2
1�01�1
2
T,7=.%+�j
2
In"r
IV
!+��Ml
2
+��l
2
7;a72-�l
2
1
2
*2 1
1 .1
�-2
2
2
2
a, +
2
2
'Z'M
2
2
ii 1+
-1
3
pm.f�'l
a
3
I.= -I +C2
+
w
"44S.
3
it 1
3
T;�M=o
i�i
3
1 -1
3
IV
1�2+tt+j
3
14M+2�+l
3
1�,
1�1+Fjl
3
1�1*=+!
3
1-1�1�+l
3
7V
T'-="�'
-3
I+t2+24.1
3
lol�
IV
-3
T;ff+mi-.-+
-3
-3
=
I..2-U+l
l+MlIR=+I
ww
T.-=+,.,
3
161.1�1
3
ae
70
3
1�+Mj
2
1�1.0
3
-a
III,
T-W-71-00
1�0�1
3
1;5T�l
3
I-M+2-0-1
3
T.m
3
I.=+2 .1
3
J�V�l
3
I+Wm.-�+l
3
�I�j
3
3
-3
1+=+I�+l
3 1
Tc
-3
1:571-�l
M1.0
1, 1
TIZ97m.-�l
3
-m-I
3
-3
3
tor
IF
75;2-�'
_3
7571
3
-
T.-�.�'
-.
-
3
1�1+=.l
3
-3
7�-U�l
-a
1�2+2�1
-3
1�2�1
lit.
I�Z.=O
3
I...
BY
�1.1
3
i�+I�l
er
w
1��l
3
M��l
1
1�2.-1
-
-7V
1�3�1
3
1�2�10
3
14�2�+'
3
3
1��.j
3
iTir-mw
I
1�+�l
3
1-�2+Ml
I I
TABLE KEY:
X 0 X
I+C2+2+C2+11 3 ANCHOR QUANTITY PER JAMB
AND BILL ANCHOR OUANTITIES
A CLUSTER OF (2) ANCHORS CENTEREU
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EAC14 OPERABLE VENT
PLUS (2) ANCHORS AT FIXED SECTION.
(8) ANCHORS TOTAL AT HEAD AND SILL
(4- MIN. D.C. ANCHOR SPACING)
F-f-2534-MAX.
J_l 1-1 [--4-MIN.,10.1/2'MAX
ff'MAX X X
MTG. RAIL, TYP.
EXAMPLE CLUSTER Wl OTY.
OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP I ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 10 112'MAX ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 314' MAX. FROM CORNERS.
JAMBS; 9'MAX. FROM CORNERS AND 221,7
MAX O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO N EXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT VFROM TA13LE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZABOVE 30 Fr. GLASS
TYPES 0 - L SHALL HAVE A TEMPERED 1,G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
6) SEE GLASS TYPE DESCRlP`rIONS ON SHEET 2.
PRODUCT REVISED
as cumpl�lny, with Me Flodda
quIldlito 0 0
NGA4W.- 174411.06
Ea,,imuon Pate 1212112021
SCANNED
BY
St. Lucie County
MIAMI- MIAMI-DADE COUNTY
. . D:AD2E PRODUCT CONTROL SECTION
DEPARTMENT OF REGUIATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIAIISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 produS��rial__fiiils to meet the requirements of the applicable building code.
This product is appr6ved ���e �rein, and has been designed to comply with the Florida Building
Code, including t)(e High/Velocity HurricanR Zone. -
Series IISGD-770" Aluin)uum Sliding Glass Door w / 90* & 135* corners — L.M.I.
APPROVAL DOb — NT:: DrawingW. PGTO130, titled "Series 770 Alum. SGD - LM Impact", sheets
I through 22 of 22, dated_TWt0f1zr,with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., beaElug tb P P fismi Dade Cnivty,�Ct Control Revision stamp with
the Notice of Acceptance numb�r �nexpira&n date by th Nduct Control Section.
,�Ami-Dad�'�ty
MISSILE hIPACT IRI"IN(
LABELING: Each unh,,shall
model/series, and followin
noted herein.
Large and Small Missile Impact Resistant
bear a permanent label with the manufactur�aine or logo, city, state,
.ewxzL "Miami -Dade County Produc�ol Approved", unless otherwise
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 NOAH 16-0629.06 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.q
MIAM -DADE CC Expiration Date: February 17, 2020
Approval Date: September 28,2017
Page I
I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impact", sheets I
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.
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
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under ArOA No. 16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with markcd-up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11 /0 1 /13, signed and sealed by Marlin D.* Brinson, P.E.
(Submitted underNOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FT1,6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia,
UnitSup
P duct Control �ervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
ApprovaIDate: September 28,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submilted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition (2014) and FBC-6'1' Edition (2017), dated 04/18/17 and revised on 08110/17,
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
"TrosifolS Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-611 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. OTBERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors.w/90' & 135' comers - L.M.I. approved
on 09/04/16 and expiring on 02/17/20.
�' �_-:5 --�
PA/Jorge M. Plasencla, P.E.
duet Control Unit Supervisor
I NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/135* CORNERS
GENERAL NOTES
IIGLAZI14G TYPE OPTIONS: SEE TABLE B. THIS SHEET& GLAZING DETAILS ON SHEETS 4 & 6.
2 DESIGN PRESSURES�
A* iOMNE D ..... 4 LOADS BASED ON TESTED PRESSURE AND GLASSTABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300.
0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-1/37. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE-
6) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETERLEX AND AGGREGATOR NONS, ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUN_.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA SU ILDING CODE, INCLUDING THE. H IGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE. AS APPLICABLE.
9) TEST REPORTS: FTL-5980, F71.-S993. FTL-6001, FTL-6014, FTL-6015, FrL,6017. FIL-6022, FrL.6023,
FTL-6024, PTL-6025, FrL-6028, FrL.6031. FTI-43033. FTL-6036 AND FTL-7554
Er
.... ... '"', _" -"-
G G3
E
tumv FIVE nuad,ur
V LO.: 114' T (2) LA. OWIG' HE GWIE �.09Y I've W.A.Yo
-as
runnEwl.d Um: wir WE, 71(? LEE NE, "Unn"our
nu
"I"' WMiTIM Ls Ed� FZ'�Lli" ii IEV"� wBGWed"er
711V Unnuuned. E2)Uun.f3MVAW oun.
AG7
GIA
Unno
Ed
F ik__
nu., 21��! Ah " SG
DEE
i;ao �.owsowutu,c'
Un Lj�!.NIV
HEAT STRENGTHENED
�-TENPIERSD
:W,_.�T,OSFoLeM5YHUFARmYAMERCA.NC.
SW=.CW-SgW,,,GLAS@BYKUHABAYAuERTA,INC.
I DESIGN PRESSURE RATING IMPACT RATING
SE%1.1
Eg.1:71&1�11 NUJEDI,.113111�1,�'T=E
GBILE PnOTRE
COOSISTANDARDSUSED:
017 FUORJDA BUILDING CODE FBC), OTH ED
-X14 FLC Rcxmw ON
-ASTM E130049
.MSWURSPAND&NISFORWOOD C�UCTION
&ALUMINUM DESIGN MENUA-. �M2015
.AISC 380,10
CONFIGS .......... 2.3
I SILL
EERT. O,�EUSOVU
Gro,
Anchor Type
FEE..
Munbur
subEtnow
Mun. Edge
Olsann!
gun. O.c.
IdniEgug
r
SuRemni.,
ImEml wa...
A
012 16- BiGMS
IF,-W III, F.- BE k.0
01241OWSMS.
(Fy- SO WEI. Fe I U) W51I
Aff
Sundunn KnO ISO 10 55)
IW
W
I4Ww
WE ��A�lh.
WS'
WIT
01090.
OEM
0.0m.
Dr. 33 steol Blvd
So
91IT
0.01V06G.)
"Mo-OF. I)
114' Lieu Aggm4atou&
Fp5? kal, F,96 kEl
Al
onnunds (.1. 2 Z! X.11
1-�
1.
1-wr
1 "
jamb/P4WoEk
Filed BtacK M C901
r
7
jllf".G
r
b1P4Euk
Hnllu�BW
2_p
21
7
1
I-11c
At
S.M.. FILM al)
1
1-
W
W
0
012 Sund SMS (Gr. 6)
(nhwunn.catEiFund
in.tal.wLsImbi)
A
Sm on"'E"BG "U"
W, �.
Wis.
="Aftunh.
wir
0.0so.
AM ME]
'UH,
Gr.336".1suad!
dg� ('. )
c
lie Ek
F,155 Ind, Fein WEI
1.
',vtv
jignin I P�x
11 Hum. Blanit (ASTM COO)
w
I-Unr
Z�I
1
2-
J /P k
FUIed Block MW CEO
2
J.b I P�k
I Mi. O..K (A.I. -ENI
2A.
'In.j.
12
W�ncmw(.1.155
OnInuous In. m.Wsm
1-
4'
14M'
k
Concretaftin.335infl)
1.
T
.1
1�c
H
ZIF.
p
I-I)r
S"Othm PRE (SO - Ew)
V
I V
I)WHERESUBIT- COND EQUIRE ANCHORAGE FROM MORE THAN ONO OF THE �HOR GROUPS ABOVE.
UF
CHOOSETHEA�HOR UPIF THE LowEsrUETTER MR MULTABLES IN THIS APFRt
2)MULANCHORHEM)TYPESAREAPPIUMBLE
3)FOR�USMDS.MIN.FU-45�I.MW�-33ni.
4) FW_UED BLOCKYAULIES MAY MUSE HE USED IN HOLLOW ELOCK APPLICiIXIONS.
5)McNaRsMUSTOE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREAXI EXTEND BEYONOMEEI SUBSTRI
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.
PRODUCT REVISED
3) WOOD SUCKS DEPICTED AS 1X ARE LESS THAN i-1/2'THICK.
Eu ...pl,hr, .1th th. Fl.,Id.
PROPERLY SECURED, IX WCOD DUCKS ARE OPTIONAL IF UNIT IS
Building Undo
NG".0 17-0420.12
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD SUCKS
DEPICTED AS 2X ARE 1-112' THICK OR GREATER. IX AND 2X BUCKS
OPEPIGNIon DnIto
(WHEN USED) SHALL 13E DESIGNED TO PROPERLY TRANSFER
a -
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
iuj._�. NId ... Enn,,E,
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED. NO M-SHRINK, NON-METALLIC G ROUT,
MAX. 1/4" THICK & 3400 PSI MIN, (DONE BY OTHERS) MUST FULLY
,"OlkY Lftv
"o ............
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD. 300 FELT PAPER OR MASTIC 16 REQUIRED
NO-68705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
SYTHEAUTHORITY HAVING JURISDICTION.
41%h-
gw%I I NTS I I � 22 1 POT0130
PE.
EXAMPLE CONFIGURATIONS
MAX UNIT WIDTH
NOM,PANELWIDT', NOM. PANEL WIDTH
PER TABLES 1-3 PER TABLES 1-3
MAX. UNIT MAX. UNIT
HEIGHT
HEIGHT PER TABLES 1-3
RTABLES -3
MCKET
PE I
MAX.UNITWIOTH
NOM. PANEL WIDTH NOM.
PER TABLES 1-3 P
MAX UNIT I lit 11 HEI
r
H :IGHT
PERTABLES 1-3 /Y TABL:S
�T
LLW I L
3-PANEL M FIGURATIO�S 69"
MAX. UNIT WIDTH —
NOM. PANEL WIDTH
PER TABLES 1-3
M A XLN Agn t I I I I I' I
HEIGHT i
PERTABLES 1-3 /Y /Y
5-PANIEL CONFIGURATIONS
MAX. UNIT WIDTH
AX
M uNI W T
CONFIGURATIONS NOTES:
1) UL N TIONS SHO E ALSO AVAI LEAS
T NFI URATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jv,'. 'J�', 'KW OR 'Ke INSTALLATiON.
L �ft ' "N� u� N '
C E
EXAMPLE: 4-PANEL IN POCKET (P) CONFIGURATION CAN BE
E N E L XXXX " N P K
Mp' PA
R 0 'I
P P. p OR P. 0 IN POCKET CONFIGURATION
" p 0 P
CAN 13E OXXXP.
C E 0 P
U R A T
2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
0 N
2' "* & '3' Go R N E R C F G
C 0 N F IS M T 10
OF ANY 2 STRAIGHT CONFIGURATIONS.
OFA 2 S I T
W DT H 'S E E TAB
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
3) FOR NOM F A N E L
LE PANE�
'X' m OPERABLE PANEL,
1 W X. m OPE
.0. = INOPEMDLE PANEL
INI '0' - INOPERADLE PANEL.
7
. P = FCC ET DETAIL,
22 F" = POCKET F—DETAILLETTER
WOOD OR METAL INSTALLATION
W,
&__:-�=ZNCRETE INSTALLATION
-0
S - ' T
L—SHEET NUMBER
HEE
'DTH . I
MAX UNIT WIDTH WIDTH - NOM. PANEL WIDTH - r
BUD IGHT =DOOR UNIT HEIGHT - 10.125'
PANELI GHT =DOOR UNIT HEIGHT - 1.866-
AN I
!-PANEL
:IG
IONS
TH
WIDTH
WO
.ES 1�3
�T
mff.or�.�s
4-PANEL CONFIGURATIONS
IT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
F_
MAX UNIT
HEIGHT sm
om
P PE-R 2,ms
TABLES 1
mmim
CORNE TYP.
(OUTSIDE CORN _RSHO
INSIDE CORNEiiSIMILAR)
MAIPLE CONFIGURAilONS
��b - �
.7S:RIES 77 -LMIMPACT
::21:UM. SGD
I-NTSI'2 -22 1 PGT0130
17-0420.12
0211712020
No. 58705
A. LYIQNMI�R PL
REA om
EXAMPLE CONFIGURATIONS
CONF12 )RATIONS NOTES:
kl� TESTED UNIT WIDTH
il ALL C )NFIGUHA I IUNb SHOWN ARE ALSO AVAILABLE AS
355-7/16- @ 96- HEIGHT
POCKET GONFIGU RATIONS AT EITHER OR BOTH "B
300-1/4' @ 120' HEIGHT
I-CCATIONS USING DETAIL 'JV. �Je, 'KV OR -Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH
3
T)666Qp,-pX)CKX OR >OMP. OX.V IN POCKET CONFIGURATION
PERTABLES 1-3
CAN BE 0".
0
2) GO- & 13F CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX UNIT
HEIGHT,
3) FOR NOM. PANEL WIDTH. SEE TABLES 1-3.
9T OR 120*
h
')C - OPERABLE PANEL.
.0. = INOPERABLE PANEL.
p - = POCKET
6-PANEL CONFIGURATIONS
r—DIETAILLETTER
Z%NW = WOOD OR METAL INSTALLATION
MAX. UNIT WIDTH
W 'e= CONCRETE INSTALLATION
L—SHEETNUMBER
NOM. PANEL WIDTH
PER TABLES 1-3
DLO WIDTH = NOM. PANEL WIDTH - 7�
"Ilh
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125'
3
PANEL HEIGHT = DOOR UNIT HEIGHT, 1.1166'
MAX. UNIT
HEIGHT
PER TABLES 1-3
/1
— MAX. UNIT WIDTH —
NOM. PANEL WIDTH
PER TABLES I�
MAX UNIT
HEIGHT
PER TABLES 1-3
Lol
�IPA C T
�SERIES 770 ALUM. SGD - L�M IMPACT
PGTO130
PRODUCT REVISED
.e coe"ll Ing with the Plorld.
d.
Me. 17-0420.12
*.: NO.68705
A.LMNMIU2RP�
P.E.15B705
7116-140M.
7116'NOM.
1"Nom.
7" "MOM
3116'HSGLASS
3fl6'HS GLASS—\
—
3MV HS GLASS -
Z90, PVB—
.0901, PvB
L
.090- SG
3/W FIS GLASS-
/irtLSGLASS
3 6_H a ,
74 3116" HS GLASS--�
74
318- AIR SPACE—
vi"! GLASS-�,
Ali
31 om
� .
.
I OM
314. NOM.
48�N
GLASS
3W NOM.
3
G4,"
G S
IT
SITE
GLASS
I 3
BITE
JIMERI.It
so
�3
7h6' LAMINATED GLASS, TY-PYG3
7116" LAMINATED GLASS, TYPE G4
V LAMINATED I.G. GLASS, TYPE (35
9/16'NOM.
911V NOM.
1 Nom.
3116-jKS GLASS-
114"LLSGLASS—
114- HS GLASS—
.090-Na—
9VPVB—
3fl6'jLSGLASS-
.0
74
1W HS GLASS--
74
114 'MGLASS__:�
5116-Al SPA
74
114-1
PRODUCT REVISED
02
...... Ing with the Florida
63
8"Ildl.,=.
314�-NCM.
&
3/4-NOM.
p
RV
3 NOM
17-0420.12
�RIQR GLASS
I�i Fm GLASS
SS
gapinatho, Dto 0211712020
aS
BITE
BITE
ryl,
9116" LAMINATED GLASS, TYPE G3A
9116" LAMINATED GLASS. TYPE
1" LAMINATED I.G. GLASS, TYPE G5A
If LY "'I
GLAZJNG NOTES:
-ANN`=ANNEALED
'HS' = HEAT STRENGTHENED
'T' =TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
`GLAZING
�13
�A
W13—.080"TROSIF00 PVB BYKURARAYAMERICA, INC.
iF`
DETAIL
G ING DETAIL
ip Az
'SG' -.09V SENTRYGLAeBY KURARAY AMERICA, INC.
'SERIES
"', AL
I'c I
770 ALUM. SGD - LM IMPACT
, "I
m
W", io
m
�.noaawn
__""N`G70I3D J�C
INTS 1 4 122
�LYWO
px1fMi
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
V NOM. 7116-NOM.
1"Nom.
3116'AMM GLASS-
311 W HE GLASS-
311V ANN GLASS--\
—.090- SG—
.090" SG—
090. SO
3116' ANN BE
3116"HSGLA,SS-
WIT ANN GLASS
74
31VAIRSPACE—
74
WO"AIRSPACE—
74 —_&
T L
3/16'T GLASS
3111
83
&GLASS-
EXTERIOR
3t4'LNOM
3W NOM.
31QNOM.
311V NOM.
GLASS
124-IU
GLASS
A31GIASS-�,,
GLASS 1�3
BITE
BITE
BrrE
�ERIOR
80
79
I" LAMINATED 1.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 I" LAMINATED I.G. GLASS, TYPE G8
l"NOM. 91151-NOM, 1-NOM.
311&'HSGLASS- WANNGLASS— 3116" ANN GLASS
.090"SG— .09W SG
3116" HS GLASS- .60"�EG� 74 3116" ANN GLASS
9" B
5116-AIRSPACE— 74 114" ANN GLASS—\ 5116-AIRSPACE 74
1/4' T GLASS 1/4' T GLASS PRODUCT REVISED
N
W
82 .....plyi.g .1th the Flodde
83 Ilding Code
83 3/4"NOM. VOCA�.. 17-0420.12
314. NOM. EVEMOR GLASS 314 NOM. U.4o 0211772020
GLASS BITE 12�12 GLASS
BITE
BITE
�ERIDR EXTERIOR
1�3 79 a 70
56
1" LAMINATED I.G. GLASS, TYPE 36A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLAS.S TYPE G_8A
GLAZING NOTES:
'ANN' = ANNEALED
'HS' m HEAT STRENGTHENED
'T' EMP ED
=L PT
:Pvs= .090 ROSIFOC PVB BY KURARAY AMERICA, INC.
SG" . 0901 SENTRYGLAEP By KURARAY AMERICA, INC.
("l)4wmq
OF�
SEE SHEET 15 FOR SPACER DETAILS.
1. SGD
; - 2,2
0
C,
A. LYNN WILER, RE.
P�5870
Atsl� 1:
Design Pressure (DP) and Anchor Quantities Required,
(for all approved cc isfigurations an Sheets 2 & 3) 1--
Fcx..er.5t.gJ.m0oasJ*.. SIT or iw a "I
- - - - - - - - - - - - - -
M a Arrearn DIP for all It slz�Tlj:
60 140 psf
(May It 11"
Table POW. to 0. Toss- 3�
Mp 5,5A, 73A, 8 & Based
D.aUnftHeg1bI
1 1.
W
W.
73w MO
70-7/8" DLO
B5.718- DLO
the SallelAstrapi Tyies.h.
al.
AnchaiGhoup
Anchor umup
AmhmGm-P
—G--P
A I
A
B
I C
I D
A
D
I
D
A
B
Heade5iia
+
04-1
E-I
�all
�11
c0l
C441
I (A��+l
"+1
01+1
�+I
��l
Jamb
—8
—a
a
a
a
a
8
8
8
8
a
"Lo
Fftealt
--W+-
7
+7
6+7
--6;7--
718 1
T-5
1 (+5
1 1-5
1; _8
7�13
7.8
7+8
7+8
S
HeadrSH
Jamb
0
--
--C6a;T+1
a
01+1
71 +1
04+1
�8=1
04+1
a
�+I
a
C4-1
a
04+1
a
04+1
8
01+1
a
�I
8
04�1
—8
"+I
—8
M-1
—8
N+1
—8
P-heal,
;;-e �7
--
-O'Z,
7.8
7+8
7+8
7.B
7.6
7.8
7,8
7+8
7�8
7.1)
7+8
Hosersiv
-U+l-
-U+I-
017
C4.1
s�l
U.1
,+1
M+I
,.1
N.1
l>I.1
cg�j
�+j
ot.1
M+1
CA -I
as.
J..br
8
8
a
8
8
a
a
8
8
a
-ra-
L.
7-8
7+8
7+8
7-8
7-'s
7--8-
B
47
HadlSili
-GItis
a
C4.1
__Y_
Q4�:Ep?
B
a
U+I
cim
N+I
U.1
ci+1
ati)
01+1
C4.1
a
a
I a
I a
I
a
-T
DLO
6-`7
0+7
i 716
--7+B-rT+-8
-r-7--8-F
7+0
7+8
-a72-
7+6
--a
-U.-2
1 902
qL+1
a+2
=.2
a
a
I 'ws
7+8
7+8
7+11
FOR EXAMPLE ON USING TABLE. SEE SHEET 8.
NOTES:
T) —POSITIVE PRESSURES IN TA13LE 1 ARE BASED ON THE USE OF THE 3-114- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER OF IS 46.67 PSF MAX. WHEN USING THE 3-114"SILL, POSITIVE WATER OF IS
60D PSF MAX. WHEN USING rHF 4- SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE lk
3) 4', �114' AND 2-11TSILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS THE 1-IM 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 BY AN 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) JMB ANCHORS ARE SPECIFIED AS TH E TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS 70 BE INSTALLED.
TARI Is 1A
Sill Height to Mas. (+) DIP
Water Innuarthen Rating)
Sill Riser Height
(-) Design
(Flat am.. see
Pressuns, Par
Sheet 17)
see note 3
UW-2.11Z --
Medlum - 3-11V
E-0
hrgh - e,
...5
ED
NOTES 1�3
DLOWIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125�
PANEL HEIGHT --
DOOR UNIT HEIGHT - 1.860"
OH LENGTH
OH RATIO Z 1
OH RA710 - OH LENGTH
OH HEIGHT
--ittr'alghtAstragal
1=1ohle @
90*Astragal
L.EtIF-@—
Lockstile@
Interlock
P-hook
Lockstle @ Jamb
Assembly
Straight Astragal
Assembly
90' Astragol
�LlAllbojpl
ene y
145- Anmgal
�
-F�mi�rdSUI,
-�-t2n—dardStjle
--�tamdard Stile
Standard Stile
Heaw-duty5tile
Hem-dortyStIle
Heuy-dutyStile
H.mq-dutyStI1s
StandardAstragal
Owsldel:omer
�a�
outside
�M=
Inside
DEW
7-54
inside
>V.-
—EDY
Cems,
O�tslde
P.rta(50(41
Part 960
PartI160
Partn6t)(Sille)
P.,tmilr(Asttrag.l)
Part 060
Pan oilli (Comer
Pawat a 119 10�")
OL20(le.)
PartiviliStile)
Is 931 & 932
pan 1161
Recehra)
(CarAlit Fd Mount)
mcoollea,
ciour ce`�Azuss
SGII'm I NTS 1 6 - 22 1 JsGT0f30
PRODUCT REVISED
as carnpl�isg, with the Florida
Siegel, .' .
NOA-N.. 17-0420.12
I Wk
'�OIVA ..... 0
L 0,1
KLYMNLUMP.E.
PEP "Mrs
BLE 2-
Design PhaardJM (UP) end Anchor Quantities Requiredo (to r all approved wnriguragons on Sheets 2 & 3)
MaximUnt OP forall SIXers: 4601-60
F.,..s, suagm ..h.rs, a W r 135- eacesu�W, see M--t It
Way, I, The.
mg.
ttahe applies to Cast Ttlas 4, 4A,
8V
I
It
1
ULU
I
--f�w-
1W
/a
me
6. Ga, 7,7A. 8 & sated he
u-1.
L.
I
Ah,for
.!�
.
.-,
stwhairnal Types shea,,
�iO22FFIP
i
-F
-
I
9
1 C
I D
A
1 0
1 C
I U
I A
1 0
1 U
U
r
A
I I
I
.
1
c;`1.1
+1
A
1
04.1
W
CAol
.
-
.
-
TiSX0!O441i�
201
aol
4
�,
a
02"
8
8
a
8
0
a
6
a
"
I
to
to
to:
10
10
T
2
ha
a
a
15
1.0
10
24-
TF-TT-T
�7
7-8
-F--a
7.-a-
-�76-
7W
7-0
7+0
1+5
7-8
7+6
1 7+5
7.8
lt� 9
PUT8+9
5.9
ahs
s+'o
9`10
5.7
0-7
No
cm.1
oi.l
NO
.1
01-1
"'us"
wl
�.l
-
-
a
a
E
8
5
B
a
a
a
8
a
10
to
to
10
Is
's
10
10
30, %
8
5
8
-dT-
0
-
-7,8
a
---
7.8
a
-f-
718
"a
'+'s
7+8
7.8
7+13
B+9
8-9
+
&9
go
g
�Iu
19.
19.10
9�110
9+11)
-10
@+
11.7
W
7
7+a
7+5
04+1
+'
04+1
8
01+1
No+'
7113
",
�I
7111
"a
04+1
04+1
0' I
.1
.111
+1
NA
04.1
U.,
750-1
04�11
- !I
HeadYS111
010
m"I
C't+1
e
a
a
Is
to
Is
10
10
1
10
Is
1.
N.
3T iamb
CLO
-F--
-7;0
1.11
-Fs
1.1
7-s-
7-13
7 .8
m
715
1
7.1)
7+B
�9
h;9
he
.91
8�9
I 11�10
�10
0-10
�hs
10
9.11)
this
p4ea,
�l
zi-+-1
6.7
a+?
(h7
-(W.T
I
7-11
W+T
7-8
371
N-1
col
NO
CP1.1
p
57-+T
1
01+1
04A
ca.1
cwl
+11
1
.1
.
"".I
lc� I
.1
Headeill
sty
8
a
0
a
8
0
"s
a
8
10
to
10
10
10
10
la
0
10
10
10
10
12
10
10
to
4r DLO -P�,
-g�-7
It
8
a
IT7
8
-rg-
-7�.s-
-Fe
mis
-f;s
-Fa-
7+8
a
7+8
7+8
9
11ho
8
11�9
6+9
.'+.a
8+9
12
-g 0
3+9
9`10
�10
9.10
9.
10
10
11+1
6�7
5+7
-
ZT02
-
�2
-
04+2
(5.2
7+2
04 2
CW2
U+2
-14
C,1*2
+2
01+2
(3,1+2
G442
01+2
04*2
04.2
0-2
�2
10,
�2
OS+2
41* -jb
Col.2
01�
C,1.2
8
8
8
10
ID
10
-I
10
10
to
10
to
a
a
8
a
8
8
--77.--88
1.0.
lh-9
v
1.
IN,10
oto
.7
(0, 7
�7
7+8
7�13
748
748
748
7+8
;a 8
7.1
7+5
7�
7-8
8+9
8-9
H...5111
C,r-2
04.2
�.2
002
Zi.1
+2
12
04-2
NMCO2
--2
UF
+2
2
+T
ot 2
C,t*2
N+2
Gt*2
41-
a
-5
-B
-8
-8
a
8
It
I a
5
5
to
8
0
8
L,
ID
6.7
5+7
+7
-Fb-
-T.-e
-ra-
7+6
1 m
I m
7-8
'.8
7.9
7.B
Not available in these sizes
Headset
-.a
2j..12j.21S-2
N*.2,!*2
�2
"42
01+1
oF
"
a
a
j='=
I a
a
%2
611
...
1 a+7
1 7-81
7.8
1 7+8
ni n vnn�
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 3A/4"SILL.
2) WHEN USING THE 2-11T SILL, POSMVIF WATER OF IS 48,67 PSF MAX WHEN USING THE 3-114' SILL,
POSITIVE WATER OF IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED� SEE TABLE 2A.
3) 4.3-1/4' AND 2-1/2' SILL HEIG HTS ARE TESTED FOR WATER INFILTRATION WHEREA S .... .....
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RES iSTANCC IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED By
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CYNUI I IVN
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DMOE BY 2 FOR PAIRS TO BE
INSTALLED.
Sill Height 10 Max.(+) DIP
Peter Afflinatfon Rathq)
811IRKWHeIght
(+) Dealipt
(Fiat or Be.. a.
Pressure. last
short I
-T]w-h - 1-110
W
sea now 3
--Gw- 2-11
4FIT
wed-mmw
.60.0
High - 4-
NOM. PANEL WIDTH - 7"
DLO HEIGHT=
OH LENGTH DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT -
DOOR UNIT HEIGHT - 1.866*
OH RATIO � I � PRODUCT REVISED
as complideg, wIth the Florida
11.11di.,ts.
NOA�N. 17-0420.12
SEE NOTES 1.3 OH RATIO z: OH LENGTH
OH HEIGHT
....... 1. .1. �eelsllfd � rl�TAIIR
THE FOLLOWLNQ spilLt
Ah.��L
StralghtAstratit3l
1.0chtile @
. .........
I 9(r astragal
Loconlio 0
13VA;Vagal
Lociald. 0
Interlock
P-hook
to,kalle @ Jamb
Assembly
StralghtAdWeal
I Asseshly
solAstragal
Assembly
13S* Asureatarl
Heavy-duty Stiles
Heavy-duryStlie
Heavy-duty Stile
Heavy-dutyStle
Hravy-dutyStne
Hea,-dutyStile
Heavy-duty5tile
Heavy�dutyStlle
Hewy-dulySille
StandardAst.gal
Outside me,
outs
Inside
Omer
��ner
osr
mer
Outside
2DV
Inside
career
pantmil(xz)
PartV61
partutil
Pvt 41 'Is'
p . .... S
jAsIr.pl)
Paft#61
'e'
ppr� 11'1'. (SC' rner
119 (out)
pp:�� Us 120(in.)
PartISI(Stile)
P.rtsft31&Ie2
Pft#Gl
I
hete"",
I
(Cern. & Fort Mount)
1
Clart WAM 4UP40
800.7m I NrS 1 7 - 22
mulueR.P.E.
PZ#58705
0
TASLE3:
Design Pressure (DP (forall approved configurallona an Sheets 2 & 3)
and AnchorQuanUfles Required
?Aa,).d rumDPshovvn below
ForcenureafteaMmm"reaP3 an se, mm- torn.runve. m sheart 11
rbellrylladbyTal,103A)
Table
cpPI1
a, re
Gems TAA9 4,4A
MCI
Im.
7. TA,
a al ah and the
b*118K�W�11111 OLO
0 1
79,718'
11.
mvP
A.M'Gm
StRomt"I
typm
ahm b(NUMV.
'�h! 1
1
3 c 0
A 8 c 0
n ressum
Headispi
A F 8 w I A I B I
C01 001 C"I I �A.l od.1 +
:Z��
r
1 cA+I �I 04+1 C41 NO 04+1 01+1
�
Got col
0 i
LAt, 1
2i.
+1�75. P. -
04.1 Ot+1 �.I "+I
2V
I r
R 8
a I a B a I b U I U C
10 10
I
to 11
I
io 10 1 10 10
DID I
IZI,
7+a
I I I
+o I I+u I ... I NO rp,
7+81 7+01 7+51 7+3 1 1+5 1 ItV I
8+9 8�9 8+9 11+9
F__
6+7 6+7 6+7
f
+1.7aopf
Design Pleasure
41-0.0
C4+1 C4+1 I--'
�+l C4+i
W
13'
"1
-
COi
A
to I a a 1 8
Duct
Jere
-P�k
a a 8
7+!) 1 7+0 1 7" 1 I+U I ftO 11 1 a 7+8 7.8
i
0.9 1 8+9
1 5+5 1 D'a
6+7 G+T 6+7
over
_
+1412.6pof
+1.75.
29,
ce'y�pmx'vra
Headjuill
+1 +1
U41 CL
+11'N V 1
F�1011 28L
�08
C5+1
COI �+l
05+1
W
12IN 8
1EIPISE111V i v . i
1
=12= 10
!LF-109-1
Fa+9
0
A09
10 10 10
DUD
J.b
5 1 71. 1 . I
I I I i
8. a
p.
.__ a+9 I U+. I ...
Desyn P.."
SAtZ 1 �2 1 G�21 C�21
W72 I C8+2 105.21 CS+21 C4+2 Cd+Z W*2 M42
C5+2 C5+2
ca�2 +2
_C5+21 �2 1 CA+21 C�2
OLD
1 1 -
10
10
10 i
June
1v 8
10 1 It 1,
1 0 5
'.. +.
L ". --
- I .+a I q.9 1 8,
8+9 8+9
9 6+9
8+9 8+9 aus
I!
+,ec,pr
1 ..!!'
W�
6 par
+�75.
praxsene
HGOVUSM
C!%2IC&f2I�+2IC4+2I(X421C5+2It+2iC'
E2
2 CSf2j U.1 2 +2
P,
Cl �2
C4+2 C6+2
C6+2 08+210+21CI42
. j '� , " I �.J�;12
J I,
I 'o
1
g
1 0
1 14
1 1,
1
.1v .1� I '. 1�
ojg�Lt
10
9 m'
10 9+10 %to 9+111
PEEK
1 7+5
7 8
1 1 I 4
--------- � �X 1
.7
4 ��Q �u AQq TYPP 7
ON iHEET 9
NOTES:
T) FOSrTIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
DLOWIDTH=
2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE �`IW 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 tNEGATrVE PRESSURES
UNCPANGED). SEE TABLE 3A
3) 4%3-1/4' AND 2-lir SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1rX SILL IS NOT AND
DLO HEIG14T
DOOR UNIT HEIGHT - 10A25'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVER14ANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT -
BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.86W
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCEAMD EMBEDMENT INFORMAnON.
6) 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--
A
HEFO
Intedock
P.hcok
L.Iotlle @ 1.1,
StralghtAstratial
Anembly,
-------
Lododl. ED
..
W Aseattal
Amembly
a
90' Anragal
Atsembly
135' Axtrag.1
Heavy-duty Stiles
ffDv
��.W _d.tyS6l.
Heavy-duty Stile
Hearry-dut,5010
Heaq-clutyAsowl
Heavy-clptyStfle
11my4hutysille
Outside comer
I. �
`rL L__J
Irvld.CM�er I
Heavy-duty StIle
0.ulde
Cxvm-[Dyi
Imid7=71
Corner
Heavy-cuty5vie
Heavy duty StRe
. -
=V
,=F'r-Ifir
Part 461 (x2)
Paft#61
I
Pan 961
P atr to Us 68 1( m(Sri .1")
Pa 081)
Partlul,
P2nNll54le)
PartAIIII(Come,
Receiver)
Pavt#119(0m)
P.ftV22000
ftANGI(StIle)
Parts 031 & #32
, (Corn. & Fxd Mount)
partosl
1 1
�.CFAMA*usd
sGaWU I NTS 1 8 - 22 1 PGTOISO
SIU Hela bt to Max. (+) DP
(Water Mauston Rating)
Rlsel 11111gtrt
(5111
Pat or Box see
Pleasure, Pat
P.,
street 1
'.117)7
Flush - I-IM'
I are note 3
LTW - _21 IT
48.87
Medl. -
U
Hugh -
+so.0
SEE NOTE$ 1-3
OH LENGTH
OH RATIO Z I
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
.. ...Plyamp IM M. Fl.dd.
11.1ldl., C.O�
No,,,0._ 17-0420.12
N. `�p
1 J
Z:
A
-to
A
Rio
A.LYNWM1LUEKP.E.
NOFRAME "9+1O'P4IOOK ANCHORAGE CONSISTS OF.
----------- �
SEE -CS -CLUSTER
SEJE
JAMB (9)P4IOOKANCHORS,
MAX.UNITWIDTH
SEE'C5'CLUSTER SEE �GWCLUSTER DETAILS,
DETAILS. SHEET 10
FORASTRAGAL
SPLICE
REQUIRED @ RTO LASS —
(PERPENDICULA
DETAILS. SHEET 10 FOR REQUIRES'C6' SHEET 10 FOR INTERLOCK
NOTE.
THIS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS AND
INTERLOCK CLUSTER SEE 24"
48"NOM. DETAILS.SHEETil
MAX. O.C.
SHEET
SEE POCKET (io)P-HOOK
PANELWIDTH
JAMB MOUN'nNG
INSTALLATION, ADAPTER_���
k s
10
THIS SHEET ANCHORS MIDWAY
3' MAX.
&SHFEr14 HETWEENP-HOOK
11
4 PAIRS OF
ANCHORS&AT3'
0.
FRAME
A14CHORS
FROM TOP &
BOTTOM
0 ANCHORS 96,
UNIT
W
(TOTALS
ANCHORS)
4.051*
1
-1
MAX TO OPENING
�11 1 0 e= P-HOOK HEIGHT
O.C. PrRJAMB
SEEJAMB
EDGEOFPOCKET SEE - 1 0 ANCHORS
INSTALLATION ;a
z
DETAIL
BELOW)
DETAILS'Jc'& 'Kd, m o = P-HOOK
END PANEL SHEET 14 & PART 10 MOUNTING
I
,_4
24'MAX
ANCHORAGE DETAILS V &W. '0. wl,wC A13APTER
(2 ANCHORS) SHEErI9FOR ANC44ORS
tLF
,7X
O.C.
-HOOK
P ------
.2' ANCHORS as
X END PMR
�ANCHORAGE ENDPANEL x x s
a
6-wx MCHORNGE (SEE
SMMH BUM)
I
ANCHORAGE
..2'
ICEAfTERLINE c.
ANCH011AGE ANCHORAGE M�OR0kGE
ANCHORAGE
OPPANEL I 2.04'
G_
IFXAMPLE' -PANEL. 2. TRACK, 9 EXT. MOUNT POCKET ANCHORAGE PLAN:
24' MAX.
148' x 90' NOM. PANELS. ANCHOR uRclup C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
D.C.
6' SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
T)_APPROVEDTN_CH0RS'� TABLE A, SHhh 1 1
Fl:
2) ANCHOR LOCATION SPACING FOR ANCHOR
-ECENTERLINE
QUANTITIES SPECIFIED IN TABLES '-J, SHEET. "I
48'
OF
NON.
1AITERLOCK HEAD & SILL: 8'MAX FROM FRAME CORNERS.
PANEL
SEE 'C5' CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
�DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
1-12- ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24' D.C. MAXIMUM.
AS NEEDED TO ALIGN THE
EXTEMOR HEAD OR SILL IFA SPLICE
21'
OCCURS AT THE P-HOOK
MAX
PRODUCT REVISED
D.C.
as complying vvIth the Florida
code 17-0420.12
Exacation V
_�!,RMZ12020
6. MAX.
I-T CENTERLINE JAMnS & P-HOOKS: 6' MAX FROM BOTTOM. 21" MAX. ANCHOR PAIR D.C. (JAMBS), 14"MAX, ANCHOR 2-TRACK
—OF PANEL 2 QC. (P-HOOK) UTILVJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE F-4
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMS
14 REQUIRES -.2-ANCHORAGE SEE G5"CLUSTER GENTERLNS END PANEL ANCHOR PAIR
CENTERLINIF ANCHORAGE
4.G51' � 1 1— 3.5. —\ —IV-, S.
'Ctl"CUUSTER,�SEE DETAILS, SHEET 10
DETAILS, SHEET I I OF FORASTRAGAL OF (2ANCHORS
�_INTERLOCK ASTRAGAL
MAX
LY
CENTERUNE CENTERLINE 58705
CENTERLIKE -+2'ANCHORAGE '�2' ANCHORAGE--/ OF PANEL 5
OF PANEL 3 OFPANa4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
II SPACING & EX4MPLE PLANS
C FS 770 ALUM. SGD - W IMPACT
X
As I "AW17 C C0MECTSg�L3T0Up&1lT0ANCH0Ry;_;. aseence., �qfl I—C w p
ac'.. 9 22 1"'PGTO
—aMWIW4 irM-1— I 17TS I'
f
STRAGAL OR SPLICE LOC ASTRAGALOR I (FOP
INTERLOCK--t-IF NEEDED INrERLoCK-j CON
.C6
CENTERLIN CENTERLINE_jj
I . 1-7-
7-
4'DIAG.
r
I
ASTRAGAL OR SPLICE LOCATIdN ASTRAGAL OR (FOR SPLICE
'C6' CLUSTER DETAIL)
INTERLOCK IFNEEDED INTERLOCK CONDITION. USE
CENTERLINE 1 3.5* CENTERLINE 3.5.
.06" 2.04' V DIAG. 4.00'
�R� E�ERDR W7 ID
3-TRACK FRAME HEADISILL 15 3-TRACK FRAME HEADISIU-
ASTRAGA R INTERLOCK &ASTIAL ORINTERNOCK
US WH 'CLUST
(USE WHERE 4 CLUSTER (USEWHERE D "Ub I ECR
ANCHORS ARE REQUIRED.'04*) ANCHORS ARE REQUIRED, 'C5-)
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR
m - IN CRLOCK_� (FOR SPLICE
INTERLOCK-1 IFNEEDED CONDITION. USE
CENTERLINE I CENTFRLINE I "C6' CLUSTER DETAIL)
1.75 . " 3.5"
I
4-TRACK FRAME HEADISILL
(USE WHERE 4 ULUb I tK
ANCHORS ARE REQUIRED. 'C41
ASTRAGAL OR
1.75'
7-
S' DIAG.
DN 2,D4' 2.04�
210
MAX
O.C.
0 21"
5,64- NV�CX
0
2-TRACK
FRAMEJAMB
ANCHORPAIR
ASTRAGALOR L_SPUCELOCATIOM'
INTERLOrK-1 IFNEEDED 21W
CENTERLINE � , K- I—
DIAG.
7- ANCHORS MAYBE INSTALLED
21' EITHER IN THE EXr. OR INT.
4'DIAG. MAX TRACK (INT. SHOWN)
2.Kl -1 NOTES:
T. —ALL DIMENSIONS SHOWN
6.64' ARE EASED ON MIN.
T3 —f ALLOWED.
a 3.51 3.5" B"MAX 2. FOR HEAD OR SILL SPLICE
— � '7��ll
3-TRACK FRAME HEAD/SILL LOCATIONSANCHORAG E AT
A ASTRAGAL OR INTERLOCK F31-T.AcK FRAME J P-HOOKSEE SHEET 9.
(USE WHERE 0 CLUST� AMB
ANCHORS ARE REQUIRED, 'C6') ANCHOR PAIH PRODUCT REVISED
06 Ith th. FJ-Id.
FOR SPLICED 0.==w
ASTRAGAL OR (FORSPUCE NOA-M-. 17-0420.12
INTERLOCK� CONDVrION, DO NOT C6N—,rrllll ONLY:
CENTERUNE USETHISDETAIL) . SPLICELOCATION 15cp1milon
3.5" 1-- VIF NEEDED - I- —e.
M.='
4-DIAG. 101V 4' DIAG 2.04.
5.37� DIAG. 4-DIAG.
V4.08"
2.UW4'
'S. 3.5"
gr 1 1. 3.5*
110EN4
4-TRACK FRAME HEAD/SiLL ID 4-TRACK FRAME HFADISILL No. B8705
0MR999mp (USE WHERE RUMSTIR MHOZ M -EUU'�U'
(USE WHtKh b "UZI mm
ANCHORS ARE REQUIRED.'CG') WITH & WITHOUT SPLICE CONDITION
pf".1m Frill llli—'�AL -�"'
cAW.�AWkV92M SERIES 770ALUM.SGD rLUIMPACT "I'lloO
- C AAYWMitlERP�
1—�TS 1-16 - 22 � PGTO130 —]
1�m PGTUT130 �C P9.9mm
20V —
6.12"
I EROR
NT* 90
3.5'
2.04- EXTERIOR
90- COME
2-TRACK FRAME H
(USE WHERE 4 Cl
ANCHORS ARE REQL
4
4-
WER
I L OR
40W 9
2.04'0�
4- DIAG.
7 7.
EMRIOR
3 6"
IV 1 4-
2.04� 7 2.D4- EnFRIOR
EXTERIOR
GO -CORNER i3S'CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL
(USE WHERE 5 OR 5 CLUSTER (USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, *2T) ANCHORS ARE REQUIRED, 'CD
INTERIOR
WOROR 2.04'
lNTPR'OR 2 W '+I'ANCHOR
7.
C TERLINE
OFPANEL
2-04 : -]
1 -7� 8.94'
MRTOR �08 '+l'ANCHOR
—9 INTERIOR 7.41'
3.5"
-T 7' 1 1 --)
4.08*
3.5- 4- 1 3
EXTERIOR 4
EX.MR [ �N �>
__ 7. 7
DO' CORNER 135' CORNER
3.TRACK FRAME HFAD/SILL 3-TRACK FRAME HEADIS
I'M' ANCHOR CLUSTER REQUIRED ('C6- ANCHOR CLUSTER REC
AT ALL 3-TRACK CORNERS) ATALL�TRACKCORNEI
6 1 "k' [WERTOR
2.04'
j.X
.XTERTOR
!w
IWT
286 3.5'
7
1 6.12- 1 �-4'DIAG.\ I F" I I EIT
2.14" 3.6- 4- 4'DIAG. j-`�-'� 3-S' 4"
90' CO ER 135- CORNER
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
(-�T ANCHOR CLUSTER REQUIRED ('Z ANCHOR CLUSTER REQUIR
AT ALL 4-TRACK COMERS) AT ALL 4-TRACK CORNERS)
NOTES:
T. —ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED lw�.Gy�
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING.AND W06LD BE 1 M�awvs
IDENTICAL FOR EXTERIOR OR 114TERIOR CORNER CONFIGURATIONS.
REQUIRED.
CENTERLINE
ON 0 F PA NEF
INTEMR +2 ANCHOR
E-x—TERM ALL -1
VIEWS
4- �DIAG
20V
3.5- --4
CENTERLINE
-.3-ANCHOR [-�OFPANEL
.04"
T�oaj
�mm
2.049 3.5- --4 �EARLLINE
rrE
OFPANE
REA ILL
TRACKFRAMr
l %R
Nf MEDIATrANCHOXYOUT
(3-TRACK SIMILAR)
s� NTS 1 11 22
'-2" ANCHOR
IV DIAG.
3.51 CENTERLINE
�—OJRFANEL
'+3' A CHOR
2 - *3 4- DLAG.
—CFNTERLINE
OFPANEL
2-TRACK FRAME HEADISILL
NTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
th. Fl.dd.
NOX-No._ 17-0420.12
Ex,lmVon Date02/1712020
N-- 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLEA. SHEET 1
2_11
W"IOR 114"
MAX
SHIM
SEE TABLE A. Lj �� 0
SHEET I OODANCHO'RTYR,
2X WOOD
TYP..SEEANCHOR Z_ SEE ANCHOR NOTES
NOTE 3, SHEET I & TABLE A. SHEET 1
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHORTYP., 2x WOOD
SEEANCHORNOTES TY�,,SEE ANCHOR
TABLE A. SHEET I N TE 3, SHEET I
" S il��
SEEANCHOR
NOTES SHEET
1 (I;W MAX.)]—
.,nm T
1�3 2.1116*
EDGE DISTANCE:
SEE TABLE A. *SHEET I
, .. on, . ....
EMBEDMENT: SEE TABLE & SHEET 1
S2-TRACK FRAME SILL
WOOD INSTALLATION
EMSEDMrNr. SEE TABLE A, SHEET I
EDG 11 NCE:
SEE TABLE A, SHEET I
1 2-1116" 114.
MAX.
�MOF SHIM
��] � Ir �.T
2X WOOD /WQODANUKuKIyI
TYP., SEE ANCHOR Z__ SEE ANCHOR NOTE!
140TE 3. SHEET I & TABLE A. SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TA13LE A, SHEET I
1 2-1116—
METALTYP EMS ANCHOR TYP..
SEEANCHO*� ZSEE ANCHOR NOTES
NOTE 4, SHEET I & TABLE A. SHEET I
4-TRACK FRAME HEA
METAL INSTALLATION
WOODANCHORTYP., 2XWOOD SMSANCHORTYP., WC I � I Tr.,
SEE ANCHOR NOTES TYP " BE CHOR SEEANCHORNOTES SEEANCHOR
& TABLE k SHEET I NOTES, HEETI SEE & TABLE A. SHEET I NOTE 4. SHM I
SEE
ANCHOR ANCHOR
NOTE 5, NOTE S.,
SHEETI SHEET 1
(VC MAX.)
T
E EDISTANCE:
SEE BLEA.SHEETI
EMBEDM : SEE TABLE A, SHEET i
XTRACK FRAME SILL (gV41TRACK E S
N L
WOOD INSTALLATION \Fw/ E A MATION
EMBEDMENT: SEE
TABLE A, SHEET I
MIN. OF 3 THREADS BEYOND
THE METAL SUI
1W
MAK
SHIM
3-TRACK FRAME HEAD
WOOD INSTALLATIO
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ONMIKALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PERTABLE A.
SHEET 1.
- DIAGONAL O.C. IS
MiN 4� (HEAD & SILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 &
THE METAL SUBSTRATE
-EMBEDMENT'. SEE
TABLEA,SHEET1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEOM T;SE
I
TABLE A, SHEET I
EDGE DISTANCE:
. .............
SEETABLEA.
EMSEUM
METAL TYP..
SEEANCHOR
SHEETI
TABLE
EDGE DISTANCE'
NOTE 4, SHEET 1
2X WOOD EDGE DISTANCE;
SFETABLEA.
2X WOOD
SEETAIRLEA
TYP., SEE ANCHOR
SHEETI
TYR, SEE ANCHOR —
SHEETI
NOTE3,SHEETI
NOTE 3,SHEET I ..
EMS ANCHOR TYP
2-1116"*
Fj
SEEANCHOR NOTE� -E�
ai-i
2-1/16"
& TABLE A, SHEET I
fOODANCHORTYP..
DANCHORTYP...
MIN. OF 3
;EE ANCHOR NOTES
WEE'A=CHOR NOXTE�S
OR
THREADS
TABLE A, SHEET I
& TABLE A, SHEET I
BEYOND7HE
L
EsJEROR
EXTERIlPI
METAL
11,V MAX. SHIM
114- MAX SHIM
15
SUBSTRATE
ID
114 * MAX S H I MAq�L-
2-TRACK FRAME JAMB
3-TRArK FRAME JAMB
4-TRACK
FRAME JAMB
5 70-0DINSTALLA7nON
�00DINSTALLA�TtCN
METAL INSTALIATION
Ion
N. WN� n wig
CHORAGE DETAILS
FMT_�Nii
�ERIES 770 ALUM. SGD -
LM jmpAcr
I'C 1.=�GESMISSHE�.
a,mman.."
_�a`PGT0130
I'RTSf12 �-22
PRODUCT REVISED
as complying with tha Florida
talking godo
..a— 17-0420.12
�STALLATION Q
EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT. SEE TABLE A, SHEET I
NOTES'
EDGE DISTANCE: EDGE DISTANCE:
GO E CE
R DI iTA
T.-/uL DIMENSIONS
IST
'ONCRETE DEED A CE: E
CONCRETE
r--r
SEE TABLE A SHEET I CONCRETE SEE TABLE A, SHEET I
SHOWN ARE BASED
BLE H Tj
ER TABLE _1 11 0. PER TABLE
ER TABLE A A 'S 2.1
2- 2 1
ON MIN. ALLOWED.
A, SHEET 1
SHEETI A,SHEETI 1/4'
� DIAGONAL O.C. IS
Ir MAX. MIN 4' (HEAD & SILL)
OR6-(JAMB)SEE
4S DMENT: 114-
EXTERIOR 1/4" EXTERIOR fr
DETAILS. SHEETS
10&11.
SUE A. MAX.
MAXi
7i7a,,
S ETI SHIM
SHIM
PR ' LYSECURE01X CONCR EANCHORTYP.,
PROPERLY SECURED 1X CONCRETE ANCHORTYR,
C�� E�JX 0 C PROPERLY SECUF ED 1: CONCRIERF ANCHOR TYP.,
WOOD K ., E CHOR NOTES & WOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR
NOTES &
ANCHOR A SHEET1 T SHEET1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3. SHEET 1 TABLE A, SHEET I
FRAME H
3-TRACK FRAME HEAD I�TRACK FRAME HEAD
6 CONCRETE INSTALLATION
CONCR INSTALLA N
CONCRETE INSTALLATION
GO CRETEANCHORT P.. P
'rX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX
,���ECUU,.,
�y
EEANCHORNOT a �Y,.,
. SEE ANCHOR NOTES& -7 WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOODB CKTYP.,SEE
TABLE A, SHE 1 ANCHORNOTE3,
H TI TABLE A, SHEET I ANCHOR 3,SHEErl TABLE A. SHEET I ANCHOR NOTE
3, SHEET 1
SEE NCHOR S
A CHOP SEE ANCHOR
IOTE SHEET
GTE 5, NOTE 6-1
�EET1 SHEET1
TFRM EXTEROR
�D
CONCRETE
2-1116p*
2-111. 2-1115-
PERTABLE
DGEDIS E' GONG ETE EDGE DISTANCE CONCRETE EDGE DISTANCE:
A, SHEET I
SEE T A HE TI PE
SUE SEE TABLE A. SHEET PERTABLE SEE TABLE A, SHEET 1
EMBEDME E BLE SHEET1
HEETI A, SHEET I EMBEDMENT. SEE TABLE A, SHE Ti
EMBEDMENT: SEE TABLE A, SHEET I
Dc TION
3-TRACK FRAME SILL 4-TRACK FRAME SIlL
d0—NCRETEINSTALLATION CONCRETE INSTALLATION
E
ABLE A. SH ET
PRODUCT REVISED
ms compill.y. Ith th. Fl.dd�
DOW,
EMBEDMENT: SEE
NO".. 17-0420.12
TABLE A
Ex,[�U,o. D.I. 02117J2020
EDGE DISTANCE: SEE TABLE A,
PROPERLYSECURED
EMBEDMENT. SEE
SHEETI
CONCJCMU ANCHOR SEE TABLE A, JX WOOD BUCK TYR,
B,
TABLE A, SHEET I
TYP., SEE ANCHOR fr—, SHEETI SEE ANCHOR NOTE 3,
EDE DISTAN E:
N OTES & TABLE A, SHEETI II�
RO ERLYSECURED SE TABLEA,
SHEETI 21/16-1
X OODBUCKTYP SHEETI
2-1116,
EE CHOR 't ET31.
CONC./CMU ANCHOR
SHIES
j TYR, SEE ANCHOR
2.1116"'
PROPERLY SECURED NOTES &TABLE A,
ON IOMU ANCHOR
1XWOODBUCKTYP., SHEET1 :1 CNCR
'E"
TY ., SEE ANCHOR
SEE ANCHOR NOTE 3 CONCRETE ORC M
'NO
N ES &TABLE A,
SHErTl CONCRETE
SHEETi PER TABL:
ORCMU EXTERIOR
IOR OR CMU
EXTERIOR PERTA13LE A. SHEET I
lCSN&i -.Ze
PERTABLE
/4' MAX. SHIM -
71 SHEET 1
.13
No.68706
A, SHEET I
1IN' MAX. SHIM M
114" MAX. SH
Z
3-TRACK FRAME JAMB 4a 4 FRAMEJAMB
CFC—NCRETUCMUiNgrALLATION jE/CMU INSTALLATION
s
Ion
N. "a, A W275 rNCHORAGE DETAILS
SGD . LM IMPA rT
pTj
...
I'll ill % "
JA �17 c NO CHANGES THIS SHEET.
CERTOF�lmms
LYNNIVILI-ER.P.L
-V .
JR lW*YI4
13 - 22 1' PGTO130
P�E.l 51W5
a
INSTALLATION DETAILS
NOTE&
1. ALL DIMENSIONS
SHOWN ARE BASED
RICIUIR�DA LL
'QU
2.693"MIN.
ON MIN. ALLOWED.
I or
or
05 Po
NSIDS Po S
05 Po
1PO
1PO
EDGE
TO PRE
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
SHEETAREFOR
WOOD FRAMING TABLE A, SHEET l
P-HOOK MOUNTING AD,AP R
INFILT TION
CONCJCMU
ILLUSTRATIVE
WOOD ANCHOR TYP.,
ANCHORTYP..SEE
PURPOSES ONLY. SEE
SEE ANCHOR NOTES
ANCHOR NOTES &
TABLE A. SHEET l FOR
EMBEDMENT'.
TABLE A, SHEET I
TABLEA.SHEETI
ALLAPPROVED
SEETABLEA,
OSE
SUBSTRATES.
SHEErl ILLUSTRATION, SHEET 9)
1-114' MIN. EDGE DISTANCE
DISTANCE: SEE
�R*R
3. SEE TABES 1�,
BILE A. SHEET I EMBEDMENS
28 ID
SHEETS 0-8 FOR
SEE TABLE A.
P MOUNTING
REQUIRED P-HOOK
%
....
-HOOK
AND P-HOOK
EXTEMOR SHEET1
ADAPTERCONCJCMU
MOUNTING ADAPTER
0 ANCHOR TY P -
PHOOKWOO ' Pr
P4-!OOK
- -
ANCHORTYR, SEE
ANCHOR QUANTITIES.
.
SEE ANCHOR NOTES
CONCRETE OR
ANCHOR NOTES & TABLE
AhSHEETI
ALSO SEE EXAMPLE
& TAB LE A. S H EEIT I
(ALSO SEE TYP.
CMU PER TABLE
EMBEDMEN T' SEE
TABLE k SHEET I
(ALSO SEE TYP.
ON SHEET S.
ILLUSTRATION, SHEET 9)
2.693' MIN.
EDGE DISTANCE A.SHEET1
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY SILL RISER
VARTS #18, #20, #22 OR #24,
PARTS #18, #20, #22 OR 924,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETFJCMU INSTALLATION INTERIOR MOUNT SHOWN.
(SSE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
(b�t iABLES IA, 2A & 3A
MAY ALSO BE INSTALLEDIN
FOR WATER INGS)
INTERIOR CONDITION
FORWATER�KAIJW�)
�IERIUKCONDJIGN
METAL TYP.,
SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE
NOTE 4, EMBEDMENT; SEE ADAPTER SMS CMU PER TABLE TABLE&SHEET1
MIN. OF 3 THREAD TABLE A. SHEET I ANCHOR TYR, SEE A, SHEET I
ND THE METAL ANCHOR NOTES
BEYO Z
SUBSTRATE & TABLE A SHELT1 EMBEDMENT:
P
ALSO SEE Ty SEE TABLE A.
L
I UU-STRATUN SHEETI
EMBEDMENT.- rREE 9�
T r
SEE TABLE A� �LU�EU ,ITNCE SE
Tl IS S E T I
SHEE A, E
P-HOOKSMSANCHORTYpi E"�R
SEE ANCHOR NOTE I
&TABLE A, SHEET I ID
(ALSO SEE TYP. 2.693" MIR
ILLUSTRATION, SHEET 9) 1�1 pen I
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19, #21, 423 0 R 926,
METAL INSTALLATION EXTERIOR
MOUNT
(SEE TABLES IA. 2A & 3A ONLY
FOR WATER RATINGS)
CEREWAMIM20
P-HOOKMOUNTING
ADAPTER CONCJCMU
ANCHORTYP.,SEE
ANCHOR NOTES &TABLE
/—A, SHEET I
(ALSO SEE Typ-
Ulq REVISED
ILLUSTRATION, SHEET 9)
�RO �,Z.j Ith th. Fl�dd.
17-0420.12
04 2117/2020
I4lrMIN.rD
PROOKCONCJCMU /
I
CnEFICR
ANCHOR TYR, SEEJ
15
ANCHOR NOTES &TABLE
A, SHEET I
2.693"MIN.
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION. SHEET 9)
"'1111114,
P�HOOK FOR USE WITH BOX SILL RISERS
(OPARTS#19.42
ri
2-3 R4251
I ' 0
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2.A & 3A— MOUNT
z NO. M705
FOR WATER RATINGS) ONLY
ris�
ANCHORAGE DETAILS
INIVAL
V
lu-T
SERIES 770 ALUM. SGD - LM IMPACT
11"I'lil'O
LYM MUER. P
I-NTS
I I� -22
POT0130
C
P.El 5�
I
CONFIG. EXAMPLES
MAX.. NIT
WIDTH MAX. UNITWIDTH
HEADER DETAIL'A'. MAX. NOM. PANEL WIDTH
SHEET 18; INSTALLATION DLO- TYP. PER TA13LES 1�3
DETAILS'Ave I ft..-" WIDTH INTERIOR
NOTES: SHEETS 12 a 13 EXTERIOR
1) SEE SHEET 17 FOR INDIVIDUAL
go*
PANEL CONFIGURATIONS AS PANEL PANEL
APPLICABLE SEE UPIANCHOR PANEL TYPE TYPE PANEL CORNER DETAILN2'.
t X
T
Sop
L CORNER DETAIL WT.
TABLES. SHEETS 6-8 FOR MAX. 7 rl SHEET 19 &CORNER
TYPE alas, 'AS' TYPE
PANEL HEIG HT AND WIDTH, SEE 'K' ANCHORAGE SHEET 11
SHEETS 18 & 19 FOR SECTION NOM. NIT
DETAILS AND SHEETS 12-14 FOR NIA)C PANEL A A DLO HEIGHT INTERILOCKDETAIL
INSTALLATION DETAILS. PANEL f - WIDTH TYP. PER V, SHEET 19
HEIGHT TABLES IMWRTOR IWEROR
2)(l)LOCK(ITEMS75&107.110)AT HEIGHT SEE PER 1-3
EACH LOCKSTILE. LOCKING INTO NOTE 2 TABLES 1-3
E
KEEPER (ITEM ID3) AT FRAME JAMb JAMB DETAILGT, SHEET
ORASTRAGAL.
3) PUEASS SEE APPLICABLE 18; INSTALLATION DETAILS
ASTRAGAL & INTERLOCK x -W e,'Ge, SHEETS 12 & 13
COMBINATIONS PER DPIANCHOR L DLO WIDTH = NOM. PANEL WIDTH - 7'
TABLES.
go- DLO HEIGHT - DOOR UNIT HEIGHT - 10.126'
SILL DETAILV. SHEET 18; PANEL HEIGHT - DOOR UNIT HEIGHT � 1.866-
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - )0(1)0(
'Ov/ &Ue, SHEETS 12 & 13 r-\/-SIUwNt H014ELTBUTil.
112"
PANELCORNER
DETAIL
FRAME CORNER
DETAIL
Part #I
DescrIption
Maerj
'a'
124
Ko�dlng SO S Spacer SysteM
E-e thl
125
jyuana Supor Spacor nxr with Hot mait Butyi
_t I.,
f9h
Quan" Damseal SPacSf
Mt .. I�
IR27
cardinal )t Edge Spacer
STRUuURAL
STRUCTU�L
liv NOM.
SILICONE
FOAM
V16- NOM.
PQLY)SOBUTYUENE
WITH
WITH DE510�
DESIG�T
En.
*
EXT.O�
AS
DU CT REV18ED
UC
In
INT.
[P.RODl
Nu 17
NO -0420.12
KODISPACE 4SG TPS
@SUPERSP CER@NXT
ftpl,.U�. 0."211712020
_
- -� _la�5
FOAM
EXT.G��
4,v"- -INT.G
@DURASEAL@5PACER (qXL EDGE�SPACER
OMM ANCHORAGE DETAILS /EX4MPLE ELE
M�awn X
wv�l" —
�SERIES 770 A L UM. S GD - L M IMPA C T
POTO130
TS
N
* i N.. 507as
CONFIG. EXAMPLES INTERLOCK 0
/-v, SHEET 19
VIXED JANIS DETAIL'G2'.
SHEET 18; INSTALLATION
DETAILS'GV &Ge,
SHEETS 12 & 13
ASTRAGAL HEADER DETAIL'A!, SHEET
DETAILS L1'& 10; INSTALLATION DETAILS
L2, SHEET 19 AW &Ad, SHEETS 12 & 13
E
PANEL
PANEL
PANEL
I
TYPEL
TYPE
TYPE
TYPE
.R
TAN
MA
XI
NOM.
PANEL
A
UN
HEIC
I
WIDTH TYP.
PE
MAX.
PER
SEE
TASi
DLO
TABLES 1-3
-NOTE 2�.
I -
HEIGHT
SHEET 1
W
X
x
X
JAMB DETAIL '03, SHEET 18;
ON DETAILS'Gw'&'Gc`, SHEETS 12 & 13
HEADER DETAIL All SHEET 18; MAX
-INSTALLATION DETAILS'AV VAe, DLO
WIDTF
SHEETS 12 & 13 TYE.,
IFANEL
PANEL
PANEL
PANEL
I
TYPE
TYPE
TYPE
C.
IN
�YPE
r
'S,
QS.
K.
MAX.
r
UNIT
4T
SILLDETAIL
NOM.
HEIGHT
-D',SHEEr
I/—
PANEL
SEE
PER
ES
is
MAX.
WIDTHTYP.
NOTE
TABLES
INSTALE
DLO
PER
2�
1-3
DETAILS
HEIGHT
TABLES 1.3
SHEET 15
'00'
'Dal "Co"
' 0"
'
��3
,!'
SHEE YS12
I
N
11
1
(1),
&13 ,
X
MAX. UNIT OTT
W1
,
n!��MM
�WIDTH
PANEL CORNER SILL DE1 I'D', SHEET 18,�
CONSTRUCTION EXAMPLE, OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) DW & Dc�. SHEETS 12 & 13
UNIT
E) \CK)
JAMB DETAIL '11', SHEET 16;
ASTRAGAL DETAILS'LT& /-INTERLOCK DETAILV, SHEET 19 INSTALLATION DETAILS 'IV &
ET 19 1 1
JAMB DETAIL 'G3', SHEET
18; INSTALLATION DETAILS
'GN1 &'Gc', SHEETS 12 & 13
INTERLOCK DETAIL
'M', SHEET 19
90' OUTSIDE CORNER
DETAIL'N1 � SHEET 19 &
EXTERIOR NONLPANEL
WIDTH TYP.
PERTABLES
1-3
K. UNIT WIDTH
L2 3HE INTERLOCK DETAIL'M , SHEET 19 Ic. SHEETS 12 & 13-1, HEADER DETAIL'C', SHEET
H%?,EIHI DETA 18 INSTAL ATIONDETAILS
VVIK"SHEET 8 E ET It; 'W & l0e, SHEETS 12 & 13
_,�JA. �(IRTAIL'H2SHEET P--HOOK DETAIL� F �&ZSHEET JAMB DETAIL'12', SHEET 18, INSTALLATION
18: INSTALLATION DETAILS 19; INSTALLATION DETAILSVII l
HV Wild. SHEETS 12 & 13 'JC,'KW&'Kd, SHEET 14 DETZ� Bw SEe' DETAILS 'IV & lid, SHEETS 12 & 13 PRODUCT REVISED
SHEETS12&1� an complying wI0 the Florida
the Cod
MAX
HE]
P
TAB
I
PANEL
TYPE
PANEL
TYPE
PANEL
TYPE
UNIT
NOM.
GHT
ER
/ —
PANEL
WIDTHTYP.
LES
SEE
PER
-3
DLO
NOTE 21.
TABLES 1-3
HEIGHT
SHEET16
�,
"i
Lii
"o
X
LL
LU
- ------
I
on 09 .
NOA-N. 17-0420.12
El,phl Data 0211W2020
)c
IT
HT
R
LES
IjoY LYNYv 41 1,, "
EXAMPLE: OXXXp SILLDETAIL-ES EXAMPLE: XXXQ SILL DETAILF. SHEET 18;
(3-TRA K, RIGHT POCKET) INSrALLATON DETAILS (4-TRACK, BY-PASS) , IN5i--IIONDETAILS
'EW & -Ee, SHEETS 12 & 13 Pw'&'Fc', SHEETS 12 & 13
MAX UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M.
V
T
lly
M
NOM.
UN
PANEL
HEIG
WIDTHTYP
P
SEE
MAX.
PER
TAB
—NOTE 2.
DLO
TABLES 13
1-3
SHEETIS
HEIGHT
X
x
0
z No, 58706
NO �NGFS THIS SNElET. WAM. lidgenjLf(:�� 770 ALUM. SGD - LM IMPACT
aJ �_0-0 7 1 G SERIES & LYM MILLER RE.
_PGT0130 C
JE "'Myr, 11 1""`
PANEL'S RIGHT STILE TYPE
PANEL
LE
1��.
UXlUE
A...l.
�GAL
SWOUT
Awj;A�
I=IN
NTOO�NER
WILO(WITLEWLOCIUMI-E
5)4TCOJINER
EXTWWER
WIVEMNER
INMOXDiER
O�CEWR
MCEI�
EXTCOMER
M RMENE
NTW"ER
36 RMC
IN
g
WJH�NIILE
8MOUT
Kx IN
Wj HIINME
Wl�
W(HANDUE
Wl HAMUE
Wll�!-E
WIHANDUE
INIMNOUE
WIHANDUE
TYPES
OUT
Mie
961,
F
PIP
K
TR
TQ
TC
TA
TV
TW
J�
SINGLE
B
E
P
A
�C
SQ
SC
SA
SV
SW
li�
IN
P.C.
�Cm
RXED
R
FD
FC
FV
FW
RR
ilXS
D
M
J
J
W
�G&
LR
PANEL NOTES:
�OUT
1. SEE OF TABLES 1.3, SHEETS � FOR PANEL
N
LEFT
101INTERIOR RIGHT
SIZES & DESIGN PRESSURE�
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
LU
�:RENKL.
Ex.
LIDT=7A.�WR
FA—NEL
STILE
ARE NOT REQUIRED FORANY CONFIGURATIONS
AND ARE NOT AVAILABLE,
A��
T
STILE
3.90 ASTRAGALS TO USE HEAVY-DUTY STILES
U)
.Boxc UT
xmm
T U
PmEL"E* SHOWN. SEE TABLE FOR OTHER PANELTYPESAND
(1181), CORNER RECEIVER (#118) AND EITHER
EXTERIOR (#1 19) OR INTERIOR (#120) CORNER
W
BOX IN 56r
APPLICABLE
STILEJASTRAGAL REQUIREMENTS.
ASTRAGALS.
m
4.136- ASTRAGALS TO USE HEAVY-DUTY STILES
U)
lxrm�
WI`o=TUE
RT
Cl
(061) AND CORNER ADDON (031).
:j
W
SILL RISERS
OPTIONS
.2w
z
""NEIR
E
QT
QS
F�ERDR
MLXDE.'��7119
vol
C T
CS
E T
-- — .23r .23T nERIOR
EXTERIOR — —k 06r
'�D owl 3.10
PRODUCT REVISED
062- .. .1th th� Fl.dd.
N""HdIll 1 1
OA-N.. 17-0420.12
vi
61
.6or
2.5 56�
Exp1milan Dato 02/1712020
W �R*
A T
AS
DF
INIHANTNE
&9'11 L'R I S" R, 7KAT
FLUSH, 141?
SH-1. RISER, FLAT (BSILL RISER FLAT
LOW, 2-112* MEDJ M.3-1/4'
LL RISEN FLAT
&H'ILILH, 4'
VT
Yff
VS
WS
VF
WF
EXTEROR
.76W
.71' �RIOR
mr
ow
— JW'
EXTEMR — mr
oll
To- &SILL RISER B07.
SILL RISER BOX SILL RISER, BOX
G MEDIUM, 3-1/4'
SILL RISER, BOX 56705
HIGH, 4-
FLUSH, 1-IPT
LOW, 2-10
RESISTANCE REQUIREMENTS. SEE SHEETS M
NOT VALID
FOR WATER INFILTRATION
mv I
1 TYPES
..........
�mIW7
ES770ALIJUSIGID-MAIRIOT III
NO2�77ms�.
& LYNN NLLSK PE.
J'C
1-7,ml-17 '22
I"PGTO130 P.99MO5
I FAS �BD E AL 9 P�L�131,ENGTH
�SEES6 IS Ly 0 T
SH 1214F R MORINSTALLATION DETAILS) R"
-p�h (s
2-TRACKJAMB
O-LONG
@ WIRETAINER#106
MIDSPAN (SHOWNWITH
FIXED PANEL TO
THE INITERICR)
,RE --OR
lz.� (9
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
0
TV
112
1-TRACK JAMB
— 2-TRACK JAMB
�LIP #80 OR 9105 El S2
— WISCREEN
V/RETAINERH123
SHOWN WITH
IXED PANEL TO
-HE EXTERIOR) 53
)SIiEDETAlLONSHEETI6
JI21 SEE OETAILON SHEET it
UTEWS
<3
TRACK
EXTER
1�3
4fill2-TRACKWISCREEN
\2,)FRAMESILL
- rrEM 01 SHOWN, ITEM 60 ALSO APPLKIABLE, SEE TABLES
1.3, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE.
(3-TRACK
SFRAMEVLL
isaf;aa.'m
�.W�JQMIPI
SEE DETAIL GI
FOR FIXED
PANEL CUP
SEE DETAIL G2
FOR FIXED
PANEL CLIP
160 OR 61
l� . th
P
I - ! q.m, 0 6-1
W- =
�ji 1 7
0ENTERICIR 0—ROK
52EERIOR '
I
(%I-TRACKIAMB 3,TRACK 1AMB
(SHOWN WITH TS—HONN -WITH
4,TRACK IAM5
OFSH—OWNWITH
4-TRACKIAMEI
(t(SHOWNWITH
OPERABLE PANEL) FIXEDPANELTO
FIXEDPANELTO
OPERABLE PANEL)
THE EXTERIOR)
THE INTERIOR)
n121 SEEDETAILONSI-IOETIS
@,I�TFMCK
K SILL
�E
MAX UNIT
HEIGHTPER
TABUES1-3
'22 1 PGTO129
PRODUCT REVISED
.� compiging with the Florida
..Ildldg ad.
NOA-N..- 17-0420.12
Expiratkur Data 0211712020
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 1WERM 899
(2-8) (28) 113
X1 (-;), '��l n' 1, - (Q) - -, —
31 EXWROR
(5
15 EMRIOR
"IERIOR 11 — H
STANDARD A$TRAGAL#67
WITH XANDARD STILES #00
HEAVY43UTY ASTRAGAL #68
SWITH HEAVY-DUTY STILES L61-
90- OUTSIDE CORNER
02-TRACKSHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
135- OUTSIDE CORNER
2-TRACKSHOWN
W �GES
�aassnaaoa
... ...... ........
2-TRACK —SHOWN
MERDRV
7Ai— U j ?OR
��11 I WER
11111 A fs)
INTERLOCK
u=-A%
ITEM #61 (HEAVY-DUTY
7
STILE) SHOWN, ITEM #60
(STANDARD STILE)ALSO
90'!NSIDE CORNER
APPLICABLE, SEE TABLES
(02-TRACKSHOWN
", SHEETS G-8 rOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as complying with tho Florida
BOW,, mods
31 7001( PA
5 a 107�11
NOA -No. 17-0420.12
10�IWERIOR
117/2020
FRIES 770ALUM. SGD
- T --- T-
s�m I NTS 1 19 - 22
No 6870,
Z
. ............
00
A.LWNMI�RRE.
FE956,05 —
Item
D PDT I
W6.111
PGT#
Descripton
fmw
017WB
2-TRACK HEAD
2
inn
61730 12-1iRACK
HEAD WO SCREEN RAL
3
1 30
2ViRACK HEAD
1!7 2.
ii n
�7RACK HEAD
73�4
H4
2111 4
FRAIMESCRIEWCOVER
�n 7
J1113
.6 7317
FMTE —�"BAM�N
2AFACK SU
nol
TMI
2-WCK SU VVRH SCREEN RAL
9
imar
GIN107
�VIRACK BILL
10
Into
—
-fn- -
I
6173123
FRAME SUL TRACK INSERT
J2
17315
BLFHB
FRAME SILL SCREEN ADOHDH (SEE NONE 3)
13
7316
Inle
LRAmE BILL SCd1EEN ENDADMN ISEENOTE 3)
—
14
-TnW-
-6 I-M—
2-WCK JAM 0
—
15
-7—
nW
-7TM--
2 -WCK �11 V� SCREEN PA&
to
m
--F--
Inut,
zvIPv," �B
17
1511
1"11
��KJAmil
16
Imm
617322
5iLLR1SMFLAT_FLUH 112
19
nig
011319
SaRIBER-BOK FLUSH. 1-1/2'
—
20
ni
-fT—
---
CIM-1
SU-RJSER-FLATUOVV,2-IZ
21
17318
1 611318
Sl-1-RIGER-BOX, LI
22
7 02::j
in
all;
GSI
SMRdGED_BOX NdEmum, 3 1w
24
I=
5IM23
is" RISEN - FIAL ..N.
25
6
HISER -O.A H.H.
�;n
G.
S�EED
.3
j;LL
OCAI:. 1-H.K
27
7070
67070
NEOPRENE BULB MW FOR P-HDOK
-T57
-W—�
-Sim4
POCKETP-HOOKMOUNT
Fg--
--j7—M
PAHOOKCOVER
30
173"
617MB
POCKET NiDOK FOR UOXRISER
at
7378
Inn,
135comm
n7B
M76
HIS FIXED MOUNT
ffEMS4
§3—MESM�NPMM
40
1 4319
61=13
SCREMSIDERAX.-LOC14"HUE
41
1
1-- --e..
4111�
ISCREEN KE11L- re�'
d'.
..
ISCREEN ffiE U-OCX ADAP'FER
-Hn
CRI!EN DOUBLE NIERILLOM
4.
1 4,H.
1
41
On
STANUVURDRCU.ER
48
an
7SW
SIANDARD ROLLER - ST. ST-
49
43U
04344
VCRIiE1I
_�G
iMG
17,19
OND SCREEN ASIIRAGALADAIP�R
--91-
16M
61892
SCREEN 6PUUE - A&P
=2
16%
1
SCRfiffi SPLINE -.1-W
sT
-
61510cm
SCREEN UOTB
54
in
IM XV XNHF SET. BLOCK. NEOPRENE 55 -14
56
rx� KNIT SEF. BLOCK. NEOPRENE w IS
Ibud,
113p.'�'T
.#I
-----F
PGT#
Description
GO
Inn
Ginn
PANEL SINUE
61
inn
Sinn
PANEL UJILE MIAVY DUTY)
In
m-27
--6-7327
N`HERL0CKADAPWR____
0
Im
SIP248
VINYL BLIB WSIP. -THIN (VOCE INUERLO�)
64
17N
71m
WIL END�W�`fRffo PAD
IS
inn
617328
INIMIRLOCKSCREVICOVER
67
173n
617329
ASIRAXAL
05
inn
617339
HEAVYDU1YASWGAL
5
924
7324
TOP & BO�CM RAL
70
i"m
417350
VIPA�FHERMIP E)MENSION (WJE=N MOWED)
71
10%
71695
1-1/2' X P X 34- HIGH FIN SEAL CURT PLUOS
72
aim
78153X
TANDEM ST. SM ROUER ASSY.
73
RG
NHWN
TANDEM NYLON ROLLER ASSY.
74
SUONE
GOVIZO. COWM OR GE-n0Q
73
11185
781M
GEMNI MORTICE "LY C� LOCK W&ONG
To
7--
-TI—M= —FPFX
FIFT2 X r —F�SS SCREVI V11 IYPE �' TP
77
71=9
IOL32 SrEE1. UNC MUT
79
fn!il
7357
P * 62AD
BID
inn
_71 7359
711V BEAD I FDED PANEL CUP
Or
17360
617M
SOW
82
=4
aP247K
VINYL BULB VrEAPHERSNUP
In
61745
1745
LONVE INC, VT XIIIW SOL SCE MR. TAPE, PDLYEHH.
Im
9052
48052
MILLER ADI HOLE PLUS
-
1 1
—7�
"BeumPER
102
1690
716%
Hus-rPLUG
70-3-
SM
781=
F KEEPER
lue
6.
OKEEP
SCREEN LDCK KEEPER
-TO-5
-T7-U-4
--(TI-73-44
FINED PANEL CUP - 0' LONG
IN
17352
611152
ID �PA�LRETAWER-Wffl'
107
1730
7t739
HANDLE KG- V11ffUOR RAISED VVIFH ILUMS TURN
108
1740
71740
109
1731
MIMN
HANUM Kff - RECESSED NIFNIOR V01ill 1HUMB TURN
110
1732
7817a
HANDLE K7- PECESSED EMERIOR FULL
71=41"I'MM
VHO X 3/4' PIL-I'll. WK - S.S.
1235
67SID
MIP,.21U X.170 - FIN SEAL
1712
64USS
J8/'X23VFNSEAL
114
710XHGPRX
.9 OXI-142-
11.
71WPT
NIOXI'
TnXIX
I9U4OXl-SS.
117
72WEN
1414�XHVTSS.
Blind
]IODEGREECORNERRECEIVER
119
Im?
BIn37
FE NO EOORNERAS�Al-
120
17MO
Z7352
j§GR
N E
2 N
2
1 3-
—1
7W2
IS A. E AKER Tar
NOTES:
1) ALL ALUMINUM = 6063-TS
2) ITEMS 4 33-39, 50-59, 66.78,84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF = OR #13 REQUIRES
MIN. 910 EMS OR 311W MASONRY
ANCHORS @ 24' MAX O.C.
PRODUCT REVISED
06 10'"P11,11T, "ith the Florida
Seoul., . .
NOA-N.. 17-0420.12
expiratian bate 02JI 7r202O
N., 58705
10
R 9�.
— I A.LYNNUMI-MRRE
=77AI a22 le"e"oPGTO130 I c I P.ENMOS
5.069,
.505-
1.21 V
rr—m M
0.081"— 2-TRACK HEAD 4-TRACK SILL
(6063-T6AL) (6003-TOAL)
SAN,
i;FT717-m 1.2 fl*
0'a'" — @2-TRACK HEAD W1 SCREEN TRACK
(6063-TO AL)
0 060"
1 1.505"
I@ S-TRACK SILL
(800-76AL)
8 221"
"gi:i
iml.
1.505.
i
0081.
3-TRACK HEAD
2-TRACK SILL Wl SCREEN TRACK
(1506346 AL)
(6003-TS AL)
9.142"
— 4 49'
00ay.
1.211" 1.606,
0.081* 04-TRACKHEAD 0 2-TRACK SILL
(606346AL) (6063-T6 AL)
1514'
1112'
0. 532_�
OOW 1.516-
k.!,lADD-ON
(06346 AL) (6063-T6AL)
REQUIRESMIMAIOSMS
OR3fl8'MASONRY
SEE SHEET 17 FOR SLL RISERS. ANCHORS @ 24' MAX O.C.
L 0.060"
0.7---
I-- t9go- —4
I DFRAME SILL SCREEN
ENO ADD -ON
(606346 AL)
REQUIRES MIN. #10 SMS
OR3116"MASONRY
ANCHORS @ 24- MAX O-C.
mrw��
8.
S2-TRACK jAMB W/
SCREEN TRACK
(6003-TO ALI
3-7RACK JAMB
(6063-T6AL)
1872"
0.081,
@SCREEN
STILE
STILE
T6-063-T6 AL)
1.045'
0.002,
2-TRACK JAMB
G
C EN
S IL
%—OMRA
(6063-TB AL)
(6063-T6AL)
84-TRACKJAMB
(603-TO ALI
VMUSIONS
�RIES 770ALUM. SGD - LM IMPACT
Z.no I—NTS1721 -122 I"-PGTOISO
il, 1-- 0.875*
1.993"
i—W— 0.062
GEEEII
B OTTO,
L RAIL
(6063-T6 AL)
PRODUCT REVISED
as compighns with the Florida
0.1411ell d.
NG� . 17-0420.12
Expiml nDabs0211712020
*i N.. 58705
�LYN" MILLER P.E.
AE 0 sons
0.718" 0 83" 3.802' - 2.304. 0.752' 3 802
3-t
0
0 712" j---j
0.062-M O,�f 0.5i74� =1:2 0.062" 56* 10 012�
0.264" *8 0,07Y 0 C
SILL P Hoo' MOUlITlNG g3,-2
ADAPTOR 29 �OVFR (60
- P-HOOK 0.060. HO K �FORBQX
G)EIMCHMEW COVER STRACK (6063-T6 AL) 03_Te AL)
(WS3-T6 ALI (ww. 1 b �j (6063-TO AL) T6063-T6AL)
7 .--- --. '. t4 -
.155, 2,30. 1488' 1739-
0,080, 0 83W 0.06z, 1.600 0 1.303"
.016"
Z44"
.080A 2
1.97� 1870 3.126" 1 t121 0.062'
135- CORNER FIXED MOUNT STANDARD STILE HEAWDUTYSTILE IND "LOOK &INTERLOCK
C_ (�D 135 (F) TW
6063.T6 AL) a SA APTEI SCREW COVER
(6063-T6AL) (606346 ALI (6063-T6 AL) (6063-T6 AL) (6003-TO ALI
3.979�
0.076-
jT 1 1.64Y
H4rl 1 1
0.128" -
STANDARD A51�GAL
(6063-T6 ALT-
0.28V -1 1-
HEAVY DUTY AS7RAGAL
(6063-T6AL)
TOPMOTTOM FAIL
(006346AL)
I - ew, F 1.050 _0 1050.
.289, 11. 485.
611'
.045" 04F
GLA21NG 91111"ri-AZING
TD�D -(I G.) -!TO AL) d.
(6063-T6AL) PANEL CLIP T606 B.Ildl., d.
(6063-T6 ALI NOA-Mo. 17-0420.12
1003- I.W
4"
0.75r 0 080"
006
.0*
(BFVED v 2.89
PANEL CLIP 1.498" 0.133" 1.498"
(6063-TO ALI 0.080-1 L
.550" 1 -j
.701. 123 FIXED PANEL 5.621- -
RETAINER, 7/8' - A2.826-4
0.0801, -.4 (6063-76 AL) 90' OUTSIDE CORNER ASTRAGAL
(3(6063-T6 AL)
(BFIXED PANEL 90- CORNER RECEIVER
RETAINER, 9/16- (6063J6AL)
(6063-T6 ALI
��. �AWA �
OGD-7M
5.621"
0133.
S 90' INSIDE CORNER ASTRAGAL
(6063-T6 ALI
22 -22 1 PGTO130
Z:* No M705
n-U; a; jm�