HomeMy WebLinkAboutNOASCANNED
By
MIAMI- ADE "Cie COUnty
MMD2 MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW26 Street, Room 208
ROARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTTCE OF ACCEPTANCE (NOA) www-miamidade.govIeconomy
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 (AIM.
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 AHT (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is appro�ed e designed to comply with the Florida Building
Code, including the
Velocity Hu icane Zone.
'city Hn� luminum
*as
DESCRIPTION: s!e t "SGD-770" Aluminum Slidin lass Door w / 90* & 135* corners — L.M.I.
T. 0, "Series 770 Alum. SGD - LM Impacf', sheets
APPROVAL DOCSUNHiNT: 30, titled
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
theNotice of Acceptance numlim a I :qiliii Ele,ebil di. N 11J:;15WttUlrtf_,P
,�duct Control Section.
AIBSI-LE hiPACT RAT,66—:1,arge'and Small NN[Iiissile Impact Resistant
e na 's
wi
LABELING: Each unit sha a. erma�nentlabel with the manufacturer's or logo, city, state,
8 c (,Ountv ro�
net Control
-Dad ounty ro net Control Approved", unless otherwise
model/series, and following statement: "Miami -Dade Apnrrrve�d
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.
TV RMINATION 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 thejob site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
Ibe submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiratio Date: February 17,2020
I
Approval Date: September 28,2017
Page I
FGT 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 gliding 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 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted tinder NOA 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 marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 14-0.123.10)
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-60249 FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-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 tinder NOA ]Vo. 09-0826.10)
Jorge M. Plasencia, T�E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
ApprovalDate: 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.
(Submitted under NOA No. 15-043 0.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5u`
Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. 1�fiami-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
"Trosifolg 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. STATE, MENTS
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 03109116 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/901 &135' comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Py0Xduc Jorge M. Plasencia, P.E.
t Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28,2017
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
11 GLAZING TYPE OPTIONS: SEE TABLE S. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED 70 STEEL SCRi THAT COME INTO
CONTACTWITH 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, CRETEFLEXAND AGGREGATOR i ANSi NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) T141S PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMEN T6 OFTHE
CURRENT FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (,�).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTi Fn-5993, FTi FTL-6014, FTL-60V5, Fri FTi FTL�6023,
FTL6024. FTL-6025. Fri FTi FTi Fri AND F-i
TABLE B, SEE DETAILS ON SHEETS 4 & 6
4 .1-
;== De-11,61h IUrad ftm Exteriarle laterlarI
GG
(2) Lin ofIA' i Bids atift.0l M andlayer
G4
711V Lodrfiadlc�. (2) 1 of w1w HIS Gain Wlh.W SO hisdayer
04A
WIV Lunnabod: (2) U. of 110 HS Gam"SH.D(OP SO We*.
GS
P Uumbradrof i 311W T Exi Cop + W AhrSpi 4 7PT UrsrWlst, (2) Lines al HIS Glen; sth.000' MkWilyar
G5A
V Imarraded 10, Vili T Edefli Cn, . BHW Air S,a. . 711T Issalial (2) Uss al HS Shoals Isth � PVB neA&,or
W
L' tarnished i VIV T Edi Can + Tni AV Salon + 711W I-sairl 0 Lhod ai HS Sales velt.020' SO roi
GSk
V Undone] US.: IM T Ededoor CI,p + fil "Speed 4 71181 Lashated; CS Uns; ofYIT HS Goes win MW SO "oli
G?
71161 Larlilded: US .1131 AM nb.a eftli SG reedlar
07A
MV Ledi 02) 1 of 114* AM Ohio& WHIJIM'SO hi
Gil
P aj 2 fl"TT.�kr,l Col + Iini Al Clax, - VIB Larl 02) that .1 WIW AM GI .. afth AW 90 atermhor
toned
'ANW - Ai
"i TROSI]i M BY KURMNY AMERICA INC.
'Sw - 09W S ENTRYGLASS' BY KURMkY AMERICA, I NO.
OF8KINPREIISURERAIING I IMPACTIRTING
SEE TM UES 1. 2 & 3 ON RATED FOR i & SMi
SHEETS mli
CODES I STANDARDS USED:
OM17 FLORIDA BUILDING CODE FBG).MEDMON
.014 FLORIDA BUILDING =2 PC). 6TH EDMON
-AM E130GO9
-ANGRAF&PANDS-2015 FORWOOD CONSTRUCTION
6AWMINUM DESIGN MANi AD"lS
-Ni
.ASIONX)i
DETAILS ....... .... 4,5
DESIGN PRESSURES
6-8
INSTALL DETAILS ...........
_12-14
'VATIONS .....................
15.18
PANEL I SILLTYPEG .........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......... ............
20
CERIC. CF,11IRL ANOW
TABLE&
Ana.,
Gr.'
AnchorType
Fore.
Water
S.1tval
Mih Edw
DI Zoe
mi
Dehi
Win.
Erted.n.t.,
Wall Means.
A
6121"SMS.
(F,-W on. Fro BE tell
912 410 68 SMS.
0 kid. Rao 110 k.0
AD
Sonal Fine SG. O.W
itter
718,
1�
G013i AN.1i
wr
will.
0.090'
A16 Stand
Itv
wir
Gow
or. 33 Shadi Stud
w
SAW
0.04v R 8 Go)
114' Mco AgginrGatomil
plow on, F.", .1
Al
un"
I-IM
1.
14W
-jan b I F�� k
F1171TUM."I
2'
w
7
jtVU!P�.X
i Sleet (ASW C90)
T
w
imur
gagroat Fare RIG - Slits]
1-
1.
I�r
B
012 Sti SMS (G, 5)
Irbil. 0 3 heads Leyond
dead lm�babri
_&I—
Al
Southwor Plot (W - 0+55)
MI(i
71—W
law
00i Alounlivi
w
21
SAW
AWGInal
w
WW
0.057
W...'squiud
wir
':1.4".Iloo Lnlm'Ch�
,.I
Md. ",
ALI
chrool (min, 2.08 Nei)
1�
4'
_22!zL18Cw,
JIM I Ir.hook
i Block (AM C93)
11
a-
I-im,
"OU
F i l,FpI77kiS1
77—
Conchoteons.2.65kid)
4'
1.3'r
Jurb I Rhcak
"' p"'a"
H"I" Block (ASTM CM
2ali
w
D
al,
bdIST11
I�
4'
1.X4'
Alan 1ptook I
ECENFIRMILH.11m,
I.
v
1�4'
it i irtak
-71—w
S,
1-lJ4'
S.utarhn Fire ISO ...
1.
1) WH9RETM6TXAJXZ�fONS REQUIRE ANCHORAGE FROM MCRE THPd! ONE OF THE Al GROUPS ASONIE.
MOOSE Wi GROW OF THE LOWEST LETTER FOR ALL TABLES IN THIS APFRi
2) �L ANCHOR HEAD TYPES ME APPLICIRSI.E.
3) FOR STEU STUDS. MIN. FU = 45 al, MIN � - 33 al.
4) FILLED BLOCK VAi Mi HE USED IN HOLLOW UOCK APPLICATIONS.
5) ANCHORS MUST BE OF SIfFFICRENT LENGTH SO THAT A Mi OF 3 THREADS EKTEND BEii i SMTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS Si FOR EMBEDMENT, EDGE
DISTANCE AND,5UBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEI
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS I X ARE LESS THAN 1-1/2' THICK
as colapillnT, with the Florida
thudi.,
PROPERLY SECURED, IX WOOD SUCKS ARE OPTIONAL IF UNIT IS
. .
Ni 17-0420.12
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD BUCKS
DEPICTE D AS 2X ARE 1 A/2' TH ICK OR GREATER. 1X AND 2X BUCKS
Inspiration Onto 0211712020
(WHENUSED)SHAL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
my
I' 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
13E REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT,
MAX. 1/4"HICK &
3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL TI IAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 3011 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVI NG JURISDICTION.
si IA7S1 f -22
EXAMPLE CONFIGURATIONS
MAXUNITWIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PERTABLES1-:3 PER TABLES 1-3
MAX'UNIT MAX'UNIT Izi
1Z fl� HEIGHT
HEIGHT PER TABLES 1-3
PERTABLESI-31
MAXUNITWIDTH MAX UNIT WIDTH LO WIDTH - NOM. PANEL WIDTH - r
D HEIGHT= DOOR UNIT HEIGHT - 10.125"
W PANEL WIDTH N PANELWIDTH PAN HEIGHT= DOOR UNIT HEIGHT - 1.866"
PER TABLES W PER TABLES 1-3 -X
IT
MAX R-l"a m
HE R
ES 1-3 TAB w h
L
�T
3-PANEL CONFIGURATIONS
\�-� MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1.3
MAX UNIT
HEIGHT
PERTABLES 1-3
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAII-ABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAKUNITWIDTH
LOCATIONS USING DETAlL"JW"."Jc".KW'OR"Kc! INSTALLATION.
EXAMPLE: 4-PANEL)OL'(X IN POCKET (p) CONFIGURATION CAN BE
pX)OO(p, pX)= OR XX)O(p. O)OCX IN POCKET CONFIGURATION
CAN BE OX)cKp.
2) 90- & 135- CORNER CONFIGURATIONS CAN BEA COMBINATION
Zi OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X' � OPERABLE PANEL.
'G' - INOPERABLE PANEL,
= POCKET F—DETAILLE77ER
W - WOOD OR METAL INSTALLATION
'e=CONCRETE INSTALLATION
L—SHEET NUM13ER
4-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
JN`r
MAXi U
Ita HEIGHT /Y
PER
TABLES 1.3
C�g
I �(�
C:9
om—!
A _u
5-PANEL CONFIGURATIONS &mam CORNER TYP.
pocKa
(OUTSIDE CORNER SHOWN,
I I RIES 770 ALUM. SGO - LM IMPACT
I&E
I NTS1 2 -22 PGTO130
17-0420.12
gxplmtlon
N.. 58705
0 g ,71 rp-
IE
A. LYM MN I FR P.E
P.Effl�
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH
NOM. F
PEI
MA)(
HE
06"C
NOM.PANELWIDTH
PER TABLES 1-3
MAX`
HE
PER TABLES
I
NOM.PANELWJDTH
PER TABLES 1-3
MAX UNIT
HEIGHT It
PERTABLES 1-3
1
MAX. UNIT WIDTH
LOW',
wmmw=�
I
all'
P=�
rIA"
8-F . FO _NS
1 �7 I C I WC�MW��. I
�.�s
S�M
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE As
POCKET rONFIG URATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING muit. -je, -je. 'KW OR 'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p>O=p. p)OCO( OR >O=p. OX)O( IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
NXd - OPERABLE PANEL.
'0'= INOPERABLE PANEL,
V = POCKET
F-DErAJLLETTER
aW -WOOD OR METAUNSTALL�T ION
r_-e.CONCRETE INSTALLATION
L-SHEET NUMBER
DLO WIDTH - NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT- 10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.86W
3 -22
PRODUCT REVISED
ith th� F1.6d.
0011di., . �
lo�.. 17-0420.12
INPII-tl-� 0-t-07JI712020
Inumm
NO-68705
7/16' NOM.
3116' HS GLASS-
.0901, PvB-
3/16- HS GLASS—
�FRTQR 3/4" NOM.
GLASS
<3 I I 111 � GTE
9116"
IWHSG
.090"
�RFOR 114"NOM
GLASS
<zI STE
7118'NOM.
3W HS GLASS-
.000" SG-
3/lG'HS GLASS—
I-NOM.
NUM
3116'HS
M-0- PVB
3116" HS GLASS
318'AIR SPACE
3116- 1 GLASS
4GLASS
3/4' NOM.
GLASS
4 Noh
3w Noh
SITE
GLASS
B I TMr
MEMOR
7/16" LAMINATED GLASS, TYPE G4
1"LAMINATED I.G. GLASS, TYPE G5
9116- NOM.
V NOM..
3116' HS GLASS-
114- HS GLASS—
:69-T PVS-
V
0 —
.09G, SG
3116' HS GLASS-
�'9
114- HS GLAS�S
S
74
—
-
5/16-AIRSPACE-
f Sp
!
WTGLASS
I r GLASS
�74
as
-
REVISED
as
A!
- F
314�NOM.
IOR
� .'o
AS
GLASS
BITE
12�127
Y314�NSOSM .
GLASS
BME
SITE
OMITOR
1�3
3
al
9116" LAMINATED GLASS, TYPE 133A
9/16" LAMINATED GLASS, TYPE (34A
T' LAMINATED I.G. GLASS, TYPE (35A
%AXLY/V
GLAZING NOTES:
'ANN'-ANNEAFED
N-- 58705
:HS"= HEAT STRENGTHENED
T' = TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
=m i.
:PVi3' -.080- TROSIFOI! PVB BY KURARAY AMERICA. INC.
SG' -.090'SENTRYOL&BY KURARAY AMERICA, INC.
GLAZIAfG DETAILS
Az
jwpomm
.. ........
SERIES 770 ALUM. SGD - LM IMPACT
sa�
I AITS
1 4 122
PG T0130
C
RE
.�E*687M
— I-NOM. 7116"NOM. - I"NOM.
3116" HS GLASS 3116- ANN GLASS-\ 3110, ANN GLASS-
.090"SG- .090'SG-
3/16'HS GLASS- .09D" SG W16- ANN GLASSS-
74 3/16-ANNGLASS 318, AtRSPACE-
3/8',MR SPACE- n
311 V T GLASS- a /a 3116":[GLASS�
'w mom 9K70 VG4B�NOM
ss (12412
IT
G= S rg EXTERIOR
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1"NOM.
9n6'NOM. -
I'NOM.
3flS'HS GLASS�
3116- ANN GLASS
.0901 SG
"
1/4"ANN GLASS-
— .
.090- SG
;�
311W HS GLAS
.090- SG�
3116-ANNGLASS
5116' AIR SPACE
' F
1144-ANNGLASS
S
74
s74
6116-AIRSPACE
74
1/4* - T GLASS
114- T GLASS
PRO UC RrVT'
83
4,
Z
0
OM'
4�N M
1 7-0420.12
12�12
3W NOM
�R
12�12
314-NOM.
1 .21 .....
G�LASS
a ITSS
BIT
TSE
GLASS
BITE
TE
BITE
BI
�WOR
55
F�ERIDR
79
65
1" LAMINATED I.G. GLASS, TYPE (36A
9/16" LAMINATED GLASS, TYPE G7A
1"LAMINATED I.G. GLASS, TYPE G8A
GLA7JNG NOTES:
'ANN' = ANNEALED
'HS' = HEAT STRENGTHENED
T--TEMPrRED
PVB- =.090' TROSIFOP PVB BY KURARAY AMERICA, INC.
-SG"=.09G- SENTRYGLAe BY KURARAY AMERICA. INC.
SEE S HEET 15 FOR SPACER DETAILS,
IALUM.SGD
=7-7--
NTS 1 5 - 22
...... . ...
0.- All
0
01VAL 0o'
"III ..... %1%
AL"NFJILLL�Pg.
P�58m
TABLE 1:
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations an Sheets 2 & 3)
F.r.orrar ashagal an,horege on 9V or 135- car�r unfla, ..h..t It
Maximum DP for all sizes:
+60 1.60 Pat
(M4 be [turned by Table Vkj
T.W. sopti., 1. Gleas Types 3.
�, 5, 5A. 7,7A, 8 & &A and
the SlIlefftonW Types sh�
Door Unit Height
Bar
Of
w
w
69,718' DLO
Anchor Group
M718' MO
AncharGroup
79.7ir OLD
Amh.rGm.p
8�71W Dw
A.�lhorGan,
A
B
0
D
A
: B
C
D
A
A
B
B
C
D
A
8
1 C
0
17-
LHeassli
C4+i
=+
=+ i
=+ I
'N
-I
1
0`1-1
1
CS.11
.1
+
24*
DLO
1-7 3a�
a
a
8
8
6
a
8
a
8
8
8
8
a
8
a
a
F -P.Mk
6+7
0+7
6+7
6+7
7-8
7+8
7+8
7+8
7+8
7+8
7-8
7+8
7+8
7+8
7+8
7+81
01.1
C`1+1
",11
�+l
N+1
01+1
"+1
Cl
04.1
04+1
N+I
M.1
�+l
�1
N+l I
'-b
a
8
a
B
8
a
8
8
a
8
a
a
6
a
a
M0
P-h.o,
6+7
e+7
8+7
6+7
7-8
7+8
7+8
-f-8-
-
7+13
-TF--7.8
7+6
7+8
7+8
7-8
7+B
7+8
Hood/sIll
COI
04.1
CIi
U+1
04.1
C1+1
04+t
GAO
04.1
G4+1
C4.1
04.1
C1+1
�+l
C�I
C,1+1
2s'
Dw
joub
a
a
a
a
8
6
a
B
a
a
a
8
a
a
8
a
P�hniok
6+7
0+7
6+7
6�7
7-8
7-8
7-8
7+8
7 +.
7+8
7-8
7+8
7+5
7+8
7-8
7+8
-T
Headsill
C4+1
C"I
C4+1
NO
04.1
NO
NO
04+1
C4.1
ci+1
�+I
ci+1
N+i
cio
c,t+1
U.1
OLD
jurn,
:077::
s
a
a
8
8
a
a
Is
a
a
a
a
a
a
a-
P-honk
-6�7-
--67-
6!7
7+8
--7+-B-
7+0
7-8
7+8
7+8
7-6
7.8
7+8
7+B_
HaadS11I
C4.2
04+2
C4-2
-2
#
a-2,
LA42
C442
Ct+2
01+2
41'
OLD
junt,
a
a
e
a
a
a
a
P-f�
a+?
'+.
718
7.8
7-8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
T) -POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114- SILL.
2) WHEN USING THE 2-1/T SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3-11W SILL, POSITIVE WAI ER OP 18
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3)4'.3-1/4-AND 2-1/2-SILL HEIGHTSARE TESTED FORWATER INFILTRATION WHEREAS THE 1-112-SILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE 13 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WiTH THE CURRENT FLORI DA BUILDING CODE (SEE
ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
41 SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5j DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED.
TABLE 1A:
Sill Heightto Max.j+)DP
(Water Infiltrallon Rating)
Sill Rixer Height
I) Design
(Flat or Box so
plans uls, par
Swat li)
.
Flash - 1-1W
see role 3
Low - 2-1/2'
-48.67
Merflurn - 3-11M'
-6010
High - 4'
-60.0
SEE NOTES 1-3
DLOWIDTH=
NOM.PANELWIDTH-7"
DLOHEIGHT=
DOOR UNIT HEIGHT - 10.125-
PANELHEIGKT=
DOOR UNIT HEIGHT � 1.866'
OH LENGTH
OH RATIO st I
OH RATIO= OH LENGTH
OH HEIGHT
Interlank
PAsusk
1-66stile@Jamb
Stralghtmisagal
Assembly
Lodstile @
go-Aameal
Asse.bb,
�lsstlle @
90-AsMpl
135- kituagal
�embhy
L.6,alle @
11S.Anra&
Standard Miles
Standard Stile
St.nd.rd$Ul.
St.ndardStila
Standard Sale
Heavonvy5tll.
Hea�dutystfl.
Heoy-dutyStpe
HeaW-dutySt1Ic
0:zv
q0d
11�n-
6
StandardAstragal
-T-h;o
L-A-3 '
O�ldecomer
;Ei�
I ns I qde Kj, r
outside
,nd
==l
fuld1=54
Corner
Inside
conne,
, 'a
Outsfd��e
Corner
FfL L-J--
pan #60 (Qj
I I
Part go
pn,t#w
I
P '11 lItIlel
3"
Pa.6
I I
Pan #60
P'n"I""a-L
pa, ..... (Our
. 'j
I P I, 120 (in)
Part#61IStile)
Ptam��%& #03U2
(co M rt) I
pan art
�7?0 I NTS 1 6 - 22 1 PGTIOL30
PRODUCT REVISED
& 9 �Ith th. Flulld.
Building do
NOA-N., 17-0420.12
Expiration Date 02JI712020
*.j N.. 5870,
10
A.LYMMILLERP.E.
PEI M705
TABLE 2:
Deals n Pressure [DP) and Anchor Quantities Required, (to r all approved configuration. on Sheet. 2 & 3)
..ha.p on W or 135- cone, amIts, ine inuat H
Maximum DP for all sizes: +60 1 .60
May N need by nota. M)_
wormlHeiv
Tell, prien W 0... Type.4,4A.
aw
84
1
as
Iw
1
1 IW
l2o.
6� Oak, 7, ?A, 0 & 6A and Sia
'66�
69-71V
0' 7
DLO
73-TIT
DW
7
DLO
8 -
WDLO
91-7111
DLO
97-718
- BUD
10�711r
ULO
I'lle.718,
Mo
BeetAltragal Pea, ah. belaw.
"a unoDL
up
G. o
AntharGral
I M.h.,Gra�
claor
Blau,
---A-.T.-r
6-.�-p
--Rift,
-G.W
--7Mr.r
-G.W
A
R
0
D
A
I B
I C
0
A
0
C
I D
I A
, 0
a
0
A
1 0
1 C
1 0
A
1 6
1 C
I D
A
9
0
D
A
C
D
HeadISM
04-1
01.1
C4.1
".1
C410
04-1
C`1+1
C4-I
C4.11C4.1
01.1
U+l
01+1
C4.1
01 1
+
.
+1
04.
.1
04.1
.
+1
C4+
�l
04-1
01-1
01+1
24-
ir
DLo
jamb
5
a
3
B
5
1 a
1 5
8
a
8
5
5
0
a
a
a
10
10
10
10
10
10
10
to
10
10
10
10
10
'a
10
15
10
'a
P-hoak
6-7
5+7
6+7
6+7
7-8
1 7.8
1 7.8
7+8
7.8
7+-
a
8
+8
716
7.0
70
7+5
0+0
00
e.9
�a
8-9
8.9
6+1
8-9
9.10
9.io
e+10
e+10
.+"
G+io
0.10
wo
S+10
-I'
H.&SIn
oi+1
C,1-1
ot+1
(340
01.11NOIC4.1
4�10
()I.1
C4.1
04.1
04+1
U+l
04+1
C40
C441
C,1+1
04#1
(34+1
CIO
01*1
C4+1
11
.1
01+1
01+1
04.1
NO
04.1
".1
c%+i
-CF.-I
ca-'
DLO
iamb
a
5
a
a
a
a
a
8
B
a
B
a
a
a
a
a
to
to
lo
to
to
to
is
10
10
10
10
10
10
10
to
10
10
-1wIo
�f
6-7
0+7
- -T
�T
T
7-8
1 7-5
7.8
7-8
T+8
716
7+8
TW
7+6
7+8
7+6
7+8
&a
8.9
8+9
8+9
5+0
54)
8+9
�g
0�10
9�10
0+10
9+10
�10
s+10
#A
0.15
I.
HsadlSill
01.1
U.1
C4+1
0411
U+IIN+i
0611
04.1
01.1
04+1
01+1
04+1
C4.1
C411
04.1
04+1
01+1
01.1
04.1
CI�l
N.1
04+1
01.1
Ct.1
04.1
011+1
04+1
04.
+'
+
No
ce+iI
3V
CLO
Amb
8
a
B
5
8
1 a
a
8
8
a
8
8
8
a
a
8
10
Is
10
10
10
Is
1
0
Al.
10
-9�w;'-Iffffff
10
-941-01.-
le
-.Twi;10-0
1
I
1
I
1
to
is
�.k
6+7
6+7
6.7
6.7
7.0
1 7.8
7.8
7.8
T.B
7.8
7+5
7+8
7+8
7+8
7+8
7+B
8.9
U-9
0-9
�g
8+0
P9
8+9
8109
9.V)
9+10
9+10
35.
H."ll
01+1
ol+1
Gi+1
N*l
Ca+1
od+1
�+j
N41
Bi+1
"+I
Ol+j
BI#1
N+j
�41
ci+1
ol4l
�.j
�j
C4.1
C4.I
04.1
01+11
�l
+
1
01-1
�1
01-f
�l
C6+1
01`1
04i'l
4r
Bro
Jamb
a
a
B
a
a
a
5
8
a
8
8
a
a
a
8
Is
10
10
10
10
1
10
10
10
10
10
-671-0
12
1
Is
a
10
41-
P�..k
Hand/S111
6.7
C4+2
6-7
N+2
6-7
CI+2
6�7
C,1*2
7-8
01+2
7.B
04+2
7+8
0142
7-S
C4+2.
7-8
002
7-6
+2
7-8
N+2
7-8
Ci+2
7�8
C,1�2
7+0
04+2
7+8
01Q
7+8
06+2
B+§
01-2
8.9
04+2
8+9
�9
01.2
a+9
U-2
6#9
�2
M
N+2
84B
9+10
9�10
9.10
171-0
C5+2
9+10
�2
'P
9;16
M+2
'
a
C542
' 4
June,
aaaaseseassalorisalolo
a
a
010
f12K
-I,
Mo
6+7
6,7
5+7
-T+8-
746
7+5
T+8
?+B
2;:�?�B
T.a
7+8
1.8
M
8.9
8+9 1
5�9
1 8�9 1
1.
1.
r
7.
Mo
1. all
Ca.2
C4.2
Ca+2
=.2
Ur-2
C412
2
Q442
04+2
BI+2
2
i
1 R
o4-2
.-2
Not available in these sizes
8
8
8
a
a
8
a
I
a
a
=78"
1 8 1
10
'a
;F0.2
1 8
8
n,..z
T".2
a
8
k
0-7
6+7
0-7
gal
7-B
7-8
7+6
4B
7�3
7
7.8
L+-
+81
-C qjz
7+8
T+.
+8
7+5
mo�
o1+2
01+2
C4Z
04+2
01+2
01.2
Z72
04.2
N-2
01+2
U+.2
Er2
#2
"42
C,1+2
"Z',,
B
a
a
a
a
a
a
a
10
a
8
a
10
a
B
a
6+7
0+7
6,7
5-7
718
7+8
7-8
..0
7.8
715
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TA13LE 2 ARE BASED ON T14E USE OFTHE 3-1/4- SILL
2)WHEN USING THE 2-IW SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL,
POSITIVE WATER DP 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',3-114- AND 2-1/2' SILL HEIG FITS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1 n'
SILL IS NOT AND MUST ONLY BE US ED WHERE WATER RESISTANCE 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 GAS RAM); THIS COND RION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO DOM PLY WITH CURRENT FBC EGRESS REOU REMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE 13Y 2 FOR PAIRS TO BE
INSTALLED.
Iff-1:111WA
Sill HeIghtto Max. (+) DIP
(Water Insulation Rating)
SEE NOTES 1,3
DLOWIDTH-
NOM. PANEL WIDTH - 7-
DLOHEIGHT=
OH LE14GTH DOOR UNIT HEIGHT - 10.125"
OH RATIO k I -
OH RATIO = OH LENGTH
CFH -HEZAT
T14E FOLLOWING STILE &ASTRAGALTYPES SHALL BE USED FORTABLE2. SEE SHEETS21 &22 FOR PART DIMENSIONS AND S14EETS lg&ig FORASSEMBLY DETAILS
Interlock
P-hook
W.W11. @ J.1a
StraightAstragal
AIserably
L.CW11. @
suaightAstragal
90-Aftragal
Alserably
Iockstlle
50* Ast'.g.1
135- mtragal
Ameandul,
Lailloul.
135- Aitiagal
Heavy-dutyStiles
Heavy dM Stile
Heavy-dallyStile
Heavy-duty Stile
Heavy-dulyStile
Heavy�utvstile
Heavy-dutyStile
Heavy-duty5gle
StandardAsInitial
OutuldaOxina,
outside
Conter 11
lndd-.-:]�
Darner
Inald
Comer
-Heavy-dayStile
r I I.1
Part mi
I
pan#61
P.ft#61
P 'a'
pa"" '6' "'
t1liaall
I
paft#61
I
or""I "b""
Pill I I lel'(Ddne r
'ec ri
P "t'S
p:,HNB�o
en"""S"'
pa" " .311 #32
i(C.. ahall.u.01
parltaft
7 -
PRODUCT REVISED
05 COMPlidnil With the Harlan
Building cade
NDA-N. 17-0420.12
Itineration Duh, 02fl7.1202
No. 58705
-t �-� 0
11 —.1— TARI F qA' 11
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Shoots 2 & 3)
Fmcm�nstMelamhorageonWorl364cCmerUNW,.mshmtlI
Maximum D — below
Zy she
I d by Toble 3A)
moru Insight
Table pplles to Slide V. 4.4A,
8
ec
1.
im.
laiT
7, 7A. 6 & M and In
69.7n, CUD
7�71810v)
I _79�718' ULD — --65.71V' DLO
9-1
—9-7-
7FS
SM&AStragal typo Shown below.
mm. Q.q
^ncnorumw
I �.rcr�.p AneharGroup
Areh
G
Ap.h.r 0
A I B 1 0 D
I A I B I C I D
L_&--L_BJ_C=
A I B
1 0
A 0
Do pleov
+Awam
'fe'
.1
ir
H.UsIll :
con
C"_il
CM
01+1
DID
I Jmb
8
1 8
1 15
8
8
1 U
0
1 U I U
I B
1 8
1 8
1 a
I a
1
10
10
10
10
10
10
10
1 IQ
p�k
5+7
1 5+7
1 6+7
1 54r
1 1 7+5
1 7+5
1 1 7+13
1 145 1 7"
1 M
1 7+8
1 7+8
1 748
1 7+15
ji 70
1 M
8+9
849
0+9
8+9
a+5
i I a+5
i 1 8+5
1 a+q
Onkapne"m
+Aw.oxr
4
Spot
.
+146.0of
27
HeWsill
C4+1
C,HI
I C41+11
04+1104+1 04+11 0411C41+1 1�1+11104+11104411N+l
�+Ilct+l C4+110441
�1
C�I
C01
U+I
.11
C4I+1
NOIC411
I
W
OU)
8
a 1 8 a a 1 8 10 1 8
1 a I B to 1 0 a I a
is
1
10
10
10
10
10
7+81 7+ 7+8
+9
8+9
us
"S
Be P !Lm
C V-900 paf_�
W-71540
f
2
lao'�Z "a,
U+1
I c4+1
�+I
I �+l
I �+l I a.
TalW12'
I
�ai
N
V
BUD
J.b
10 1 8
1 a
I a
1 10
8
10
1 is
I to
1 10
-��+7
1 �7
W
1 7+B
7+8
7*2:)_7_+LL
iPlEl
i I a..
1�.
�q
I s+9
1 8+9
1 8+9
Besign Pmoum
?!:j;8 !
f
+Apvog%f4
—
--trazz
Por
+�7511)
I
11�111
CMaLGONIC5+21C�
C8+2
C6+
33jr06t2jC5t21SL+
05+2 C542
CZ+2
C 2
LID
'z
10
11" 10
10
10
12 10
10
to
pre.
9 9 0+9
A+9 .+a
I a+9
I lots
5+9 S+a
a
8+9
—
EIJI -
+140.oLsr
+/42.6
of
+�75.
41'
1 �2105+21
Coal
Cb+21
G5+2125t
M2
06+2
+2
C5+2
G6+2
C6+2
ICqtl I
L�ZL2
C6+21
C6+2
OLO
to 1 8
8 1 8
1 12 to
B
b
12
10
14
12
8
8
U
12
1 Is
a
1,
10
14
1 Is
1 7+3
1 849 1 549
1 843
1 �U
I U+2
I ate 1 8
.-
.. -
. I.
_10
9+10
51�101
9+7019.1919+7019+101
1
NOTE A: +1-90.DPSFFORGLASS TYPES 4��6,60,7A, 8&BA4 +1-87.1 FOR GLASS TYPE 7
NOTES:
EXAMPLEONSH5ET9
T) -PosmvE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
DLO WDTH
2) WHEN USING THE 2-1t2' SILL, POSITIVE WATER DP IS 46.57 PSF MAX WHEN USING THE �11W SILL. POSITIVE WATER
NOM. PANEL WIDTH - 7'
DP IS 6U.0 PSF MAX WHEN USING THE 4* SILL, POSITIVE WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT
3) 4'.3.114' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1W SILL IS NOT AND
DOOR UNIT HEIGHT - 10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT- 1,86W
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDG E D ISTANCE AND EM13EDM ENT I N FORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAM13 ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
— 211�1.13e I
o
Imeoloc]:
P-hook
L�kstd.@Jmb
Anembly
todedile @
Stralght,Pstragal
so-Anragar
Aesembly
Lodorl. @
90'Adrag.1
135' Mtragal
Arsembiv
Lodcatile @
135' Aubstgal
Hea�duty$tllo
HeaW-duty5tfle
Heary-d!�AySfife
Heary�dutyStlle
11my-dylyStgo
Hea�dutvstle
Heavy-dutvStile
Heavy-doysille
Hem—duty5tifle
ff354
'10
6v
Hem-dutyAltragal
IT
Ou . Ulde, =r
T=
Ineftd. PC.,:;f
Weddle
C_=v
InAd.
Corner
0! �e §C
Corner
r-F-L I I
Pan #61 (4)
Part#61
Pan #61
pent'%.',
Pllftov
PPI'n'011',.11,11olo,
a .. ( or.
P:n "910
Par 61 5".)
Pon 031 "
pona"
itoace, a oure
Pn)�1600
rlol� OPAM Ao=9e
NTSI 8 -22
Sill Height to Max. (+) 13P
(Water Infirration Rating)
Sill Riser Height
(+) Design
(FlatorBox see
Preoure, par
Sheet ii)
Flmh-1-110
.00 rog _3
L.w-2-11r
___ FK-,_
.60.0
Hgh-�
+90.0
OH LENGTH
, E �--
WFONG H:1
W
C: OH RATIO a 1
C
0
L
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
wIth th. Florld.
ftildl., C. .
NoANo. 17-0420.12
31
*:: No. 58705
ml
NEDFRAME T+lOnP-HOOKANCHORAGEC S
IAMB SEE'C5'CLUSTER
(a) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS. SHEET 10
EQUIRED @ (PERPENDICULAR TO GLASS SEE*C5'CLUSTER SEE �'C5" CLUSTER DE ILS, FOR ASTRAGAL
R S
JIBE -'
, S-r
JN�ERLOCK CLUSTER,15FE
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS SHEET 10 FOR REQUiRES'C6' SHEET10FORINTER 21VMAX. O.a
POCKETS AND 48'NOM 3 S 1
SEE -M SEE POCKET (10) P-HOOK PANEL WIDTH DETAILS, SHEET 1
SPLICE
NOTE,
THIS
SHEET x
END PANEL
24"MAX.
O.C.
ANCHORAGE
(2 ANCHORS
�ANCHORAGE
-ECENTERMNE
OF PANEL 1
24' MAX.
D.C.
F-
4W
NOM.
PANEL
WIDTH
1�3 r&
EXTERIOR
�- ANCHORS MIDWAY i
14 BETWEEN P-HOOK
ANCHORS&AT3'
FROM TOP &
I � 14- MX.
BOTTOM !.� 7-
= FRAME
ANCHORS
SEE
"L-
0
0
o= P-HOOK
INSTALLATION
00
I IV 0.
ANCHORS
DETAILS 'Je & 'Kd,
SHEET 14 & PART
M
0 = P-HOOK
MOUNTINC
DETAILS V &.1c.
3- mm.
ADAPTER
SHEET 19 FOR
ANCHORS
P-HOOK
UNIT
6- MAIC
4 PAIRS OF
ANCHORS
(TOTALS
ANCHORS)
PERJAME1
(SEEJAMB
DETAIL
BELOW)
ANCHORS END EL OP�
ANCH PAN GE
a- wx ANCEICEMGE (SEE
(SEE SKETCH EL.'W) 2- SKETCH BELOW)
1. MAK TYR ..r ANCHORAGE ANCHCRIkGE
ANCHOMGE AN HOE�AGE ANCHORA E
EXAMPLE: 5-PANEL, 2 TRACK 90- CUTSIDE CORNER - PXXJXXO - EXT. MOU14T POCKET ANCHORAGE PLAIN: 2.04� — %
48- x 9W NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET 8) SPLICE NOTE,
ANCHORAGE EXAMPLE NOTES, NON-STRUCTURAL
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR -LOCATION SPACING FOR ANCHOR
CENTERLINL OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEEfS 6-8:
INTERLOCK HEAD & SILL: 8- MAX. FROM FRAME CORNERS.
SEE�CYCLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10 TABLES, SHEETS M AT EACH INTERLOCK AND
FORINTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" D.C. MAXIMUM,
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EnFMOR
— HEAD OR SILL IF A SPLICE
21'
C57 OCCURS AT THE P�HOOK
MAX
PRODUCT REVISED
O.C.
as c*mpIyI%aJth M. Flodda
tNOA,N..—
17-0420.12
..�'ratl.. 211W2020
6 OAX.
By
TERUNE JAMES & P-HOOKS V MAX FROM BOTTOM, 21" MAX. ANCHOR PAIR 0.0, (JAMBS). 14- MAX. ANCHOR Mia—Z Produm dernmi
ANEL 2 D.C. (P-HOOK) UTIUZJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
REQUIRES "-2"ANCHORAGE SEE�C!5�CLUSTER ANCHOR PAIR
.C6" CLUSTERSEE CENTERLINE I CENTERLINE END PANEL
DETAILS, SHEET 10 ANCHORAGE
8.
MAX.
E __OF FORASTRAGAL—\ —ASFTRAGAL (2 ANCHORS)
I x1l, INTERLOCK
310 LYNV 1,
2' ANCHORAGE—/
OF PANEL 3
SHEET I I FOR OTHER INTERMEDIATE ANCHORS
N�mn�m
W918"m
�-�AUW.MTO
ERIES 770 ALUM. SGD -
SG I NTS1 9 �22
* � N� 58705
,'_�'ASTRAGALOR —SPICELOCATION AMFAGALOR I (FORSPLICE ASTRAGALOR PLICE L ]ON
INTERLOCK__j IFNEEDED INTERLOCK-1 CONDITION, USE INTERLOCK IF EE
CENTERLINE I CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE 1.76.
* 35" 7"
4' A 2 W _*2 04- 7. 4� DI 3.6" 2.04
7 Ex�m EXTERIM 7'
2-TRACK FRAME HEADISILL 15 2-TRACK FRAME HEADISILL 2-TRArK FRAME HEADfSILL
A AST At OR INTERLOCK Q ASTRAGAL OR INTERLOCK CQ AST�MGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED. 'G4') ANCHORS ARE REQUIRED, 'CS-) ANCHORS ARE REQUIRED, -GO-)
ASTRAGALOR L_SPLICELOCATICIN
INTERLOCK--j IF NEEDED
CENTERLINE ,
3-TRACI(F MEHEADISILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 'C4')
ASTRAGAL OR — SPLICE LOCATION
INTERLOCK--4 IF NEEDED
CENTERUNE I
EI<TMON
ID
4-TRACK FRAME HEADISILL
C& ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, '04')
r
CENMRUNE ' 'C6' CLUSTER DETAIL)
—1
4.0
—1 8"
4' DIAG.
�\Z 3-TRACK FRAME HFADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED. 'C5')
ASTRAGALOR_j (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE i 'CO' CLUSTER DETAIL)
4-TRACK FRAME HEAD/SILL
( 6) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -051
WW ff� lIZI
IR LICE LOCATION
'N
9E
7'
4' DIAG.
=7'S= 42 �O
3-TRACK FRAME HEADISILL
AASTRAG ORINTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED. 'C6')
ASTRAGAL OR (FOR SPLICE
INT5RLOCK� CONDITION DO NOT
rPKITPRI IMP USE THIS DETAIL)
4'
B'DLAG.
2.D4' ZW
cE�RICR
21' E�
Nw. L_
D.C.
21,
5.64" MAX-
O.C.
6' MAX.
2-TRACK L
FRAhIE JA-MS V MAX.
ANCHOI t PAIR F
_M qT6- WAS.
ANC RS AAY BEINSTALLFD
IT
T
�7 HHOR N THE EXT. OR INT.
M �. 1% RACK (INT. SHOWN)
AX T
D.C.
11 64'
Jill 1111116.
6'MAX.
FITRACK FRAME JAM'
ANCHOR PAJR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
F NEEDED
3.5' 1--
'--4 3,6' 1 ...
4-TRACK FRAME HEADISILL
QASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. -U6-)
WITH & WITHOUT SPLICE CONDITION
s,In.na I NTS 1 10 - 22 1 PG70130
NOTES:
1. ALL DIMENS IONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
PRODUCT REVISED
.. ...;d8ng Mth the Florida
13.1hil, o .
NOA-No.- 17-0420.12
Explarattlon Dat.D211712020
'0,
,/'O',AfAL
1131toN
A.LYMM[11ER�P1.
PE.4151)7M
2.0V 2.04' 'w"MoR Z04' IN�RIOR 2.04" �+VANCHOR
L INTIilll� INTERIOR 7'
2 04" W4' DIA
N_R'�
4"DLAG
4"DLAG.. ?4' DIAG. 1w
94
6.12" 6.12- 3.6- 3.6"
MTE �OR 3 RICR 7. IN ER11 IWERICR
j_ RIC
.XTE
R.R
� 4u 'NTE
0 3, ' D' 3. 1 1 CENTERLINE
XTERICR 4'DIAG. 4"DIAG. OF PANEL
311. 4" '-T ANCHOR
2.04�" SXTERIICR 2.04" 7' 4�
EXTERIOR 2.04- 4k.�.RMI� 2.04' 8.94"
2.
90'GORNER GO- CORNER 136- CORNER 4" DIAG.
2-TRACK FRAME HEADIS11. 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 6SILL 36- w,
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 ORO CLUSTER CENTERLINE
ANCHORS ARE REQUIRED, 'p4D ANCHORS ARE REQUIRED,"gT) ANCHORS ARE REQUIRED, 'Nn ANCHORS ARE REQUIRED."C6') �-OFPANEL
4.OF
WERIOR
EXTERIOR LINTERIOR 4.08" '.VANCHOR '-3- ANCHOR
INTERIOR 4- 3.;7f tWERIOR 7.41'
3 3.6"
'
90 7� 13 Z "R!PP 4'DLAG.
-1 EXTERIOR 04�
4.08" 4.09' 7
6.37'� D G. 6.37' G. 7' CENTERLINE
CENTERLINE OF PANEI
4" OFFANEL 2-TRACK FRAME HEADISILL
3.5- 0.
4 NITR ON -+2" ANCHO INTERMEDIATE ANCHOR LAYOUT
EXTEERIOR 07�� Ll�FOOR
I MIERIOR ALL
90' CORNER 135- CORNER vItWB
3-TRACK FRAME HEAD/SILL S-TRACK FRAME HEAD/SILL 15
('gff' ANCHOR CLUSTER REQUIRED A14CHOR CLUSTER REQUIRED L
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DlAG. PRODUCT REVISED
INTMIOR (WEMOR Z04' a. complyt,.Y, "th M. Fl.,Id.
0011di., GO .
10�14.. 17-0420.12
2.UW4- 12'
.12' 3.6'
EXTERIOR 5.88" __�CENTERLfNE Ex,11.U.. D.WG211712020
INTLERIOR �5 88 OFFANEI
Z_
13
a 4- 3.5' 7 -04" -+3-ANCHOR
7" 1
0 1!2' �IAG..
2 .04 F 3.51 --�> 4�
EXTEMOR 7
6,112" 74 -/l
L7 EX[ERIOR
3 5
�G 3.5' 4
4- kG. 4"
XTE _ NOR
08" 1
1 3.5"
2., CEIVTERLINE
0
Y LY
90- CORNER
135' CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
44RACKRRAMG "EADISILL
NO. 68705
('L82- ANCHOR CLUSTER REQUIRED
('Z ANCHOR CLUSTER REQUIRED
INTERMEDIATE ANCHOR LAYOUT
ATALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
=13
NOTES:
T.-A-LL`DIMEI,JSIONS SHOWN ARE BASED ON MINIMUM
AND SPACING,
ALLOWED
ANDWOULD BE A NV8
2. DETAILS DEPICT ANCHOR QUANTITY
ANCHOPAGE, EXAMPLE CLUSTERS
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER
CONFIGURATIONS.
SERIES 770ALUM. SOD - LMIMPACT
1-� --puTO130
. Ly R, P.E.
ss� NTSI 11 22
1-c
PFA58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEETABLEA, SHEET 1
EVMIOR
2.11 ..
114"
MAX.
SHIM
E)CTSMOR
SEE TABLE A, p Ld ��
SHEEr 1 OODANCHO'RTYR.
ZX WOOD
TYP..SEEANCHOR Z_ SEE ANCHOR NOTES TYR. SEE ANCHOR Z_
NOTE3.SHEET1 & TABLE A. SHEET I NOTE 3. SHEE r I
2-TRACK FRAME HEAD tGEN 3-TRACK
qP WOOD INSTALLATION WOOD INST
WOODANCHORTYP., 2XWOOD WOODANCHORTYP.,
SEEANCHORNOTES TYP SEEANCHOR SEE ANCHOR NOTES
& TABLE A. SHEET 1 N��E%SHEETl SEE & TABLE A, SHEE r 1
SEE ANCHOR ANCHOR
NOTES SHEET NOTE 5,
I (Ii�; MAX.)_1 Auu I SHEET 1]_
14- MAX.)
t �mv
EMBEDMENT. SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2.1116
EDGE DISTANCE:
SEE TABLEA, SHEET 1
EMBEDMENT: SEE TABLE & SHEET 1
2-TRACK FRAME BILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1
2X WOOD EDGEDISTANCE:
TYP., SEE ANCHOR SEE TABLE A
NOTE3,$HEETI SHEETI
2-1111
WOOD ANCHOR TYP..
SEE ANCHOR NOTES
& TABLE A, SHEET 1
E�OR
0 1/rMAX.SHtM ---]I-
0 2-TRACK FRAME JAMB
WOOD INSTALLATION
2-1116"'
Im"
MAX.
SHIM
ENIBEDMENT. SEE TABLE A, SHEET I
EDGE DISTANCE:
SEETABLE A, SHEET I
1 2-1116"
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
1W
MAX.
SHIM
WOODANCHORTYP., METALTYR. /SMS ANCHOR TYP.,
SEEANCHORNOTES SEEANCHOR SEEANCHORNOTES
& TABLE A, SHEET 1 NOTE 4, SHEET I &TABLEA.SHEErl
LAME HEAD 4-TRACK FRAME HEAD
ILLATION S METAL INSTALLATION
2X WOOD SMSANCHORTYP., METAL TYP.,
TYP., SEE ANCHOR SEEANCHORNOT SEEANCHOR
&TABLE A. SHEE71 7N
7 NOTE 3, SHEET I I OTE 4. SHEET I
SEE
ANCHOR
EDGE DISTANCE:
SEETABLEA,SHEETI
EMBEDMENT: SEE TABLE A. SHEET I
%3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET I
EDGEDISTANCIF:
2X WO SEETABLEA,
OD SHEETI
TYP.,SEEANCHOR
NOTE 3, SHEET I
WOOD ANCHOR TYP
SEE ANCHOR NOTEg
& TABLE A, SHEET 1
1/4' MAX SHIM
2-1116-
8 ETX 1
(1/4 A I
2-1110"
%�TRACK FRAME SILL
a L, ST LL
�TAN A �ATIQN
EMBEDMENT: SEE
TABLEA.SHEET1
EDGE DISTANCE:
SEE TABLE A,
SHEET I
SEEANCHOR
NOTE 4, SHEET I
2-1/16"*
SMSANCHORTYP.,
SEE ANCHOR NOTES
&TABLEA.SHEErl
NOTES:.
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
ZMETALORWOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
- DIAGONAL O.C. IS
MIN 4' (HEAD &SILL)
ORB'(JAMB)SEE
DETAILS. SHEETS 10 &
MIN. OF3 THREADS BEYOND
THE METAL SUBSTRATE
-EMBEDMENT'. SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEETABLEA,SHEETI
PRODUCT REVISED
...... IiIng with tho Florida
11.11di., ad.
Hit".. 17-0420.12
13-PI.M.. Data O?J1 7/2020
MIN. OF 3
THREADS
EMRIOR BEYONDTHE Y
...
METAL
SUBSTRATE
114'MAX SHIM No. Salo,
sa�;,m I NTS 1 12 - 22 1 PG70130
al wfA I
PER TABLE
A, SHEET 1
SHEET
I EEDMENT� J
BE TABLE A
SHEET 1
IT
ITE
L1/4' IEF
SHIM
PRO ERLYSECt
P I!REaD IX
COal:ICR, ANcA"y'oR
WOOD BUCK TYR, SEE
SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1
2-TRACK
FRAME HEAD
(5 CONCRETE
INSTALLATION
CONCRETE ANCHOR TYP,
PROPERLY SECURED IX
SEE ANCHOR NOTES & WOOD SUCK TYP., SEE
TABLE A, SHEET IF
ANCHOR NOTE 3, SHEET I
SEEANCHOR
SEEANC�
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET I NOT ES
EDGE DISTANCE:
EDGE DISTANCE: TALLDIMENSIONS
SEE TABLE A, SHEET 1 C') CR E
"NCFtETE
SEE TABLE A, SHEET I SHOWN ARE BASED
L
2-1110" PERTABLE
2-1/16"' ON MIN. ALLOWED.
I
ET 1
SHEET 1
E
SH�E
is
MIN4'(HE &SILL)
SHIM OR 6- (JAMS) SEE
"ni
114- E�CR
DETAILS. SHEETS
MAX.
1�3
III & 11.
S141M
PROPE �� RETEANCHORTYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
Woc NCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I
3-TRACK FRAME HEAD
4-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE INSTALLATION
ONCRETE ANCHOR TYP.. PROPERLY SECURED 1X
CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEE ANCHOR NOTES & WOOD BUCK TYP.. SEE
TABLE A. SHEET I ANCHOR NOTE 3, SHEET I
SEEANCHORNOTES& WOOD BUCK TYP., SEE
TABLE A, SHEET17ANCHOR NOTE 3, SHEET 1
1 (114- MAX) ... I
(1/4'MAX.)
FXT�011 T-, E�RIOR
2.111 2
P*
P*
p
EDG CONCRETE
SEE TABL E I PERTABLE
EMBEDME EE 'SH I A SHEET 1 E
2-TRACK FRAME SILL
CONCRETE INSTALLATION
SEE ANCHOR
NOTE 5,
SHEET I
EDGE DISTANCE:
CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I
PER TABLE SEE TAR' E A, SHEET 1
BEDMENT: SEE TABLE A, SHEET 1
A. SHEET I EMBEDMENT. SEE TABLE A. SHEET 1
3-TRACK FRAME SILL
4-TRACK FRAME BILL
CONCRETE INSTALLATION
@CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I
T BLE A c
T BLE A, SHEET I
EDGE DISTANCI
OG IS
E GE DISTA E: PROPERLY SECURED
SEE TABLE A.
EMSEDMENT.SEE
TABLE A, SHEET I
N
CONCJC U ANCHOR
SEETABLE
SEE TABL 1XWOOD BUCK TYP.,—
SHE 1
SHEE T
SHEET 1
I
�., S C� OR
TLT� AN
SEE ANCHOR NOTE 3,
PROPERLY SECURED
EDGEDISTANCE: 0 & TAB
e i E & ABL
SHEET I
D CK
1XWOO BU TYP'
SEE TABLE A, SHEET 1
2-1116"
SEEANCHOR NOTES
SHEET I
CONCJCMU ANCHOR
2-1118'
SMEET1
T
�P
TYP., SEEANCHOR
CONCJCMU ANCHOR
2.1116 P FLY SEGUFED
_E
NOTES & TABLE A,
--I
TYP., SEE ANCHOR
1 W OD SUCK TYP.,
UC
$HEETI
CONCRETE
NOTES &TABLE A, -E
E C R NOTE 3;
Ho Cj
C
CONCRETE
\—ORCMU
SHEETI
CONCRETE SHEET1
OR CMU
OR C"
PERTABLE
�RIOR
�,—Otl CMU
IU R
0
PERTABLE
PER T'
A.SHEETI
'5114- MAX. SHIM
PERTA13L 1 MAK
SHE, 14.
A. SHEET 1
SHE
A, . SHIM
1W MAK SHIMAI�---
-.1 �lm. 11.11
CONCRETE
PERTABLE
A. SHEET I
PRODUCT REVISED
,.e..pljl,.y, .1th the Fl.dd.
,,,a, 0 '
No".. 17-D420.12
�plmtlon Date 02117/2020
IE
N.. 58705
a-e- - � . .,.� P.�
I A�TMT!Mmk 1-9� I—NTSI-13 'm I POT0130 I C I pAgum 11
INSTALLATION DETAILS
EMBEDMENT: SEE
WOODFRAMING—\ TABLEA,SH5ET1
EMBEDMENT'.
SEE TABLE A,
SHEET 1
FRAMEJAMS
REQUIREDATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHDRTYP., INFILTRATION
SEE ANCHOR NOTES
8 TABLE A, SHEET 1
(ALSO SEE TYP.
I ILLUSTRATION, SHEET 9)
A, SHEET 1 EMBEDMENT:
EUERTOR
PHOOKWOODANC+ ORTYP
SEE ANC21R NOTEi P-HOOK
&TABLE A, SHEET I CONCRETE OR
(ALSO SEE TYP. CMU PER TABLE
2.693'MIN. SHEET 1
ILLUSTRATION. SHEET 9) FEDBGG93E DISTANCE
P-HOOKFOR BE WITH FLAT SILL RISERS
PARTS #18, #20, #22 OR 924,
WOOD INSTALLATION EXTERIOR MOU14T SHOWN.
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR P-HOOK MOUNTING CONCRETE OR
NOTE 4, SHEET 1; EMBEDMENH�ESETE ADAPTER SIMS
TABLE A, S I CMUPERTABLE,
N. OF 3 THREADS AN HORTYR, SEE A,SHEEll
YONG I mt mt , A� ANCHOR N,,,O�TES
5
SUBSTRATE HEET1 EMBEDMENT:
No 0 T
TABLE A 8
ALSO SEE SErTABLEA.
LLUSTRAT ON
EMBEDMENT. SHE - ET9) SHEET1
SEE TABLE A. _'t DISTANCE SEE
SHEET 11 SUE A , SHEET
—iw� J E�OR
& TABLE A. SHEET I
(ALSO SEE TYP. 2.693- MIN.
ILLUSTRATION, SHEET 9) a� For 1
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEETABLESlA,2A&3A MOUNT
FOR WATER RATINGS) ONLY
MV�lm
�W�=w
EDGE
CONCJCMU
ANCHOR TYP.. SEE
NOTES &
5�ANCHOR
TABUE A, SHEET 1
1�114"MIN. EDGE DISTANCE
�10R
P HOOKMOUNTiNG
ADAPT 'ERCONC.ICMU
\�ANCHORTYP,
SEE
ANCHOR NOTES &TABLE
EMBEDMENT: SEE
A,SHEErl
TABLE A, SHEIFT I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
PARTS #18, #20, #22 OR #24,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A. ZA & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
— �RIOR CONOfflON
P-HOOKMOUNTING
ElllENT'.lEl
ADAPTER CONCJCMU
TABLEA'SHEETI
ANGHORTYP.,SEE
1— .
ANCHOR NOTES &TABLE
1-114� MIN, EDGE DISTANCE
P�HOOK CONCJCMU / I EXTFRnR
ANCHOR TYR, SEE-j
ANCHOR NOTES &TABLE 15
2.603'MIN.
A, SHEIET 1 Lp�p7an
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION. SHEET 9)
P�HOOK FOR USE WITH BOX SILL RISERS
PARTS #19. #21, #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA. 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
ANCHORAGE DETAILS
SERIES 770ALUM. SGD - LM IMPACT
Son-m �NTSJ 14 -22 ��F=130
NOTES:.
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS " FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
iM M. Fl.ddo
NOA-No. 17-0420.12
m
No. M,,,,
A,
S A llxl.�
A,
XVMMJU.ER,P.E.
paosEvlm
CONFIG. EXAMPLES
HEADER 0 ETAIL -N,
SHEET 18; INSTALLATION
DE-rAiLs,Aw &,Ac,.
NOTES; SHEETS 12 & 13
�) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE OPIANCHOR
TABLES, SHEETS 6.8 FOR MAX
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12.14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DPIANCHOR
TABLES.
SILL DETAJL'D, SHEET 18;
INSTALLATION DETAILS
'DW &'Oc-, SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX.
PANEL
PANEL TYPE
TYPE Qsl
A'
NOM.
,I PANEL
I� — WIDTHTYP
SEE PER
NOTE2 TABLES 1�
PANEL
TYPE PANEL
'AS' TYPE
K
x
x
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
EXTERIOR
CORNERDETAIL-NZ
SHEET 19 & CORNER
]7MAX UNIT ANCHORAGE SHEET 11
MAX HEIGHT INTERLOCK DETAIL
DLO PER 'M, SHEET 19
HEIGHT TABLES �=R (�OR
L
JAMB DETAIL '03', SHEET
18; INSTALLATION DETAILS
GY1 & 'Ge, SHEETS 12 & 13
OLD W[D
TH = NOM. PANEL WIDTH - 7
OLD HEIGHT = DOOR UNIT HEIGHT - 10.1 2F
EXAMPLE: 90' 1 N Sl DE CORNER, 4 PANELS - )OM PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
SIUWNE
STRUCTUML
qII lr�r IN SILICOtOE
FRAME CORNER
DETAIL
Part*
Description
Material
124
Kounnneding 4SG TPS Spacer System
125
Quan= Super Spacer n)(T with Hot Melt BuY
See this
Sheet for
126
Quan" Omseal Spacer
Materiats
127
Cardinal M. Edge Spacer
WITIRDESIOCANT
NOM. FOAM
WITH
DESI�T
M. GLASS,
PRODUCT REVISED
G�S
�Ass
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ftildl., � .
HOA-N..- 17-0420.12
TPS
(2) SUPER SPACERONXT-
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BY
ALUMINUM
,/-REINFMCEMEW POLYISO.
B�NE-M67WIWNOM.
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SEAL
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No. 68705
z
(9DURASEALID SPACER (qXI- EDGE�SPACER
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m ls�c 1 Nocmwowmfss�. csIrnoFAun%�, -LMIMPACT
SERIES 770 ALUM. SGD
REA58M
—JR- I —IWM4 pf�Ts 1-15 � 22 1 PoTO130 PC I
CDNFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THISSHE T. SEE NOTES ONSHEE
-,M',SHEET19 OPERABLE JAMS DETAL(33, SHEET 18;
NSTALLATION DETAILS 'Gw' &'Ge, SHEETS 12 & 13
Z1IKErD JAMB DETAIL 'GV, ASTRAGAL HEADER DETAIL'Al, SHEET HEADER DETAIL A, SHEET 18;
S _T '& INSTALLATION DETAILS Auf & -Ae,
HE = 18. INSTALLATION AD.EETAILS'Ll 18; INS rALLATION DETAILS
DETAILS'GV &GV. L2, SHEET 19 'AW &Ae, SHEETS 12 SHEETS 12 & 13 , go -
SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R'
V
DI
IN
MA
NOM.
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UN
HEN
WIDTH TYP
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MAX.
PER
SEE
TAB]
DLO
TABLES 1-3
NOTE 2-
1-
HEIGHT
SHEET 15
10
X
MAX. UNIT WIDTH
K.
T
HT SILLDETAIL
I D', SHEET
ES 18;
INSTALL
DETAILS
MAY.
OLD
JAMB DETAIL GT. SHEET
18; INSTALLATION DETAILS
'Ga/ &'Gd. SHEETS 12 & 13
P�71-
PANEL
11
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TYPE
TYPE
MAX
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1W
NPANEL
UNIT
HEIGHT
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SEE
PER
IDTHTYP .
TABLES
�1
OLD
PER
NOTE 2�
1.3
S12
1114 111 *X
L EF F
INTERLO SH
�N'
PANELCORNER
CONSTRUCTION
EXAMPLE OXXX
SILL DETAIL 'DI, SHEET 18.-
INSTALLA11ON DETAILS
MAX. UNIT WIDTH
DETAILS SHEET 16
(2-TRACK)
IDW & Old. SHEETS 12 & 13
EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
ASTRAGAL
DETAILS 'Ll' &
-INTERLOCK DETAIL ll SHEET 19
JAMS DETAIL'11', SHEET 18;
INSTALLATION DETAILS -I& &
L2, SHEET 19
'I I
JAMB DETAIL'HZ', SHEET P-HOOK DETAILV &'W, SHEET
18, INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw'
-H-W &'Hc'. SHEETS 12 & 13 'Jif. Ky" & 'Kd. SHEET I�
MAX
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P
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PANEL
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UNIT
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ER
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WIDTH TYP
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SEE
PER
-3
OLD
NOTE 2.'
TABLES 1-3
SHEET 15
LLOIHEIGHT
X
X
—
Ll�
------ (I
NOM.PANEL
WIDTH TYP.
PrRTABLES
bull CK DErA1L M, SHEET 19 c I EETS 12 & 13-\ HEADER DETAIL C', SHEET
HEADER DETAIL 18 INSTALLATION DETAILS
&'Dp, SHEETS 12 & 13
'IT, SHEET 18;
INSTALLATION (�JAMB �E�E�TA�IL�1�' �t�T—i 8
'12', SHEE ; INST�ALLATION
DETAILS Myt & Bc, DETAILS 'IW & lid, SHEETS 12 & 13 PRODUCT REVISED
SHEETS 12 & 13 7 as complying III the Florida
Building Code
FRIA-M. 17-0420.12
Expiration Date 02017/2020
MAY, UNIT WIDTH
PANEL
PANEL
PANEL
TYPE
Ty� E
TYPE
TYPE
IF
IF'
P.
FPANE
MA
NOM.
UN
PANEL
/V
HEK
WIDTHTYP
PE
SEE
MAX.
PER
TAB[
—NOTE 2.
OLD
TABLES 1-3
U
SHEETIS
HEIGHT
LL
X
Jj
r
HT
I
ES
EXAMPLE: 0XXXp SILLDETAIL'E, SHEETla:-/— EXAMPLE: XXX0 SILL DETAIL IF, SHEET %,
(3-TRACK, RIGHT POCKET) p. INSTALLATION DETAILS (4-TRACK BY-PASQ INSTALLATION DETAILS
&'Ec, SHEETS 12 & 13 PW &'Fd, SHEETS 12 & 13
EELEVATIONS
MPLE
WAM 12W;6FP=72FrE!R1S8 77'OALUM. SGD-LM IMPACT
sii�m I NITS 1 16 - 22 1 PGT0130
7
Z No.58705
�L4 nl�—
PANEL'S RIGHT STILE TYPE
PANEL
SNGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
STILE
LOCI(STILE
W/ HANDUE
A8TMOAL
BOXOUT
ASTRNG ALL
BOX
ASTRkG&
BOXOUT
AST�G�
BOXIN
14TCORNE8
00LOCI(STUE
MOORNER
OOLOCKSTIU
E)ITOORNER
90REMIVER
INTOORNE0
OfIECEIVER
IWOORNER
G" TCORNEN
IlIkECEIVER
I�NrIC� RNE"
Ells
TYPES
OUT
IN
IN
WHANDLE
W/ HANDLE
WIHANIXE
WIMNOUE
WIMNOLE
WHANDLE
N MCEJ� R
Wl HANDLE
WIHMDLE
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MIS
SINGLE
INTERLon<
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A
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Sw
IN
FOUED
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FV
FW
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PANEL NOTES,
WIMANDLE
AG -CAL
1. SEE DP TABLES 1-3, SHEETS 641 MR PANEL
w
J.-KALS i�r
IN
LEFT
'ClINTEROR
RIGHT
SIZES & DESIGN PRESSURE.
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
-j
P..
PANEL
FANEL
R
A E NOT REQUIRED FOR ANY CONFIGURATIONS
ASTR"GAl- 30r-
T
STILE
U
STILE
AND ARE NOT AVAILABLE.
BoxQUT
3. 90* ASTRAGALS TO USE HEAVY -DM STILES
LL
T
PANEL"e SHOWN. SEE TABLE FOR OTHER PANFLTYPESAND (#61). CORNER RECEIVER(0118) AND EITHER
u APPLICABLE EXTERIOR (#119) OR INTERIOR (#120) COMER
ui
STILEASTRAGAL
REQUIREMENTS.
A STRAGALS.
-j
CID
RT
cl
M."
. U STILES
(#61) AND COMERADDON (#31).
:j
"-1
w
z
QT
QS
SILL RISERS OPTIONS
9
CT
CIS
"ST
1— 232'
[OR I I
06r
PRODUCT REVISED
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4.065
67,
2.5W 3.3
0. 17-9420.12
E�I-U.. 13.t.0217=20
AT
AS
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LOW, 2-in"
(DSILL RISER, FLAT e4 SILL RISER. FLAT 12 Pmduacontmi
MEDIUM. 3 HIGHA'
-1/4'
�CORNER
VTVS
WTWF
rws
VF
EXTERM
EXTERIO
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4.057.
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3.30
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A—L— Bar
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8 19- SILL RISER. "If.
21 SILL RISER BOX
G
SILL FUSER, BOX SILL RISER, BOX z: 58705
OHIGH.4
FLUSH, 1-1/2' LOW, 2-li2' MEDIUK 3-1/4'
NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6.8
'7AZEL TYPES
SERIES 770 ALUM. SGEI
- LM IMPACr
7TS I—
Ozv 17 122
I r—
POT0130 C
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
6D OR 01
)LONG
2-TRACK JAMB
(S
C �P#105
C12-TRACKJAMB
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im a
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a
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w OF JAMB
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Q
2-TRACK JAMB
CLIP r8O DR#1 05
51 K
WISCREEN
WIRETAINER*123
WITH
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(SHOWN
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53
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15 51RJOR
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1�3
TRACK
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* ITEM 61 SHOWN. ITEM 60 ALSO APPLICABLE. SEE TABLES
1.3, SHEETS 6.8 FOR DP (PSF) ASSOCIATED WITH STILE.
10 RJLLPANEL�13U�NGTH
6DOR61 105
LO
75YIPPOM
16
5 SEE DETAIL GI
FOR FIXED
so PANEL CUP
SEE DETAIL G2
103 FOR FIXED
5
PANEL CLIP
16 17
�RIOR �NIOR 60 an al 50MIRIOR
3-TRACKJAMB 3-TRACKJAMS
WHOWN WITH (5FsH—owNwiTH
OPERABLE PANEL) FIXEDFANELTO
4-TRACK JAMB I 4-TRACK JAMB
@FsH—owNwrrH (5(SHOWNWITH
FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR)
Q21 SEEDETAILONSI-IaTlS
THE INTERIOR)
m
ME
MINIM r"m 11 ON
da4-TRACK
QF�FRAME SILL
18 122
MAX UNIT
HEIGHTPER
TABLES 1�3
PGTO129
PRODUCT REVISED
.�. 11g..viMth.Fl�dd.
nn.
NOA-No. 17-0420.12
Dt. 02117/2020
N� 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �D,, 113 118
(28) n28 113
(��l no I--,
04
E�RCR
<0
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U, IWERIOR UTERIOR T
90, )WERIOR
(XXPm
7w5&I0f7-11 - 41�_) SjnRLOCK
BSTANDARD ASTRAGAL #67 HEAVY-DUTY ASTRAGAL AS$ 90'OUTSIDECOMER
WrTH STANDARD STILES 1160 6 WITH HEAVY-DUTY STILES 461 @ 2-TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
14 6 611 v 135'
103
EEl(�OR
7 135- INSIDE CORNER
2-TRACK SHOWN
s135' OUTSIDE CORNER
2-TRACKSHOWN
%aa�b
-ITEM #61 (HEAVY-DUTY
7
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
CORNER
APPLICABLE, SEE TABLES
090'INSIDE
2-TRACKSHOWN
", SHEETS " FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
oomply12 kitith like, Fl.irl"
701P07TIT
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NOA-M.. 17-0420.12
...
4'� INTE_
I!kiIkI'-tI-- !�!9_8EO!12020
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kk
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1 C RE mos
PGT DetaBiption NOTES:
Item Dwg, # PGT# I 1 1) ALL ALUMINUM = 6063-T6
0 17325 617325 JPANEL STLE
at Inv -59,66,78,84-99,
Be 17327 R I RAH 6,Tu"'M 2) ITEMS V 33�39, 66
; �!vl MLA I_.. 121 & 122 ARE NOT USED AND ARE
63 IIZIE GTIRMS li"YL BUIS WSV. -THIN INSIDE INrCPWM NOT PART OF THIS APPROVAL.
— _T7 ISILL END WEATHERSTHP FAD
64 N 71729 3) USE Or #12 0 . R #13 REQUIRES
85 l7im 017MB DITERL=SCREWCOVOR
_T_ MIN. #10 SMS OR a/16' MASONRY
07 nn 617329 MMGAL ANCHORS 2W MAX D.C.
Be 17339 817M9 HEAVY DUTY ASTNAGAL
69 ID24 017324 TOP It BOTIOM ML
70 17390 4NT35O WEAMERSTRIP EIGIMSION ONJECDON MOWED)
71 1605 71M 1-W X I- XW4' HEN FIN SEAL DUSTPLUGS
72 aim 18153X TANDEM ST. SM ROUER ASSY.
73 aim ISIWN TANDEM NYWH RQU,M MV.
74 SU E DOW430, DOW-995 OR GE-THO
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110 1732 78178 HMM.E KT- RECESSED DC_r HER �PULL PRODUCT REVISED
III 71=4PPSOAX OIGXW4' Pn,�PKTEX. S.S. as comPlK2 With the FI.,Ida
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_112 2-35 OTS16 MTP,.27UX.17D-FH,SSAL NOANo, 17-0420.12
113 1112 __040M _18rXl3TFHSEAL Expiration bate O?jj 7/2020
114 71=15PPX NIOXI-19�
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SEE SHEET 17 FOR SILL RISERS, ANCHORS @ 24' MAX. C.C. ANCHORS @ 24- MAX. O.C.
MeT. �Arrn. Aaaot
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SCREENTRACK
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XTRUSIONS
ERIES 770ALUM. SGD-LM IMPACT
GWM NTS 1 21 -, 22 '1POT0120
7 1.361,
1 872'
0.06T
0'
0.081"
(�:SCREEN
STILE
STIL
(6063-T6 AL)
5.069-
1 Af104
0.0 6 T5,
2-TRACKJAMB
(9f
SCREEN
8TOP
�6063 T6 AL)
RAIL
(e()63�T(iAL)
4-TRACK JAMB
(6063-TO AL)
pr r-- 0.875"
1.993"N
L- — 0.062-
aBCREEN
30TTOM
BOTTOM FAIL
(6063�T6AL)
PRODUCT REVISED
.ecawntaging adth the Florida
'.11ding ode
17-0420.12
EIPI.H.. Data 0211712020
Z� NO 58705
STA
ONAL S
XLYNNIVIUE�P.E.
REPS9705
3,802'
0.718, 3 802" 2 3D4" 0 752*
0.885"
0.574' 0.7W 1.163-
k " � --1 LO-4 ==r
06T OT 1:*!8�u� 062, 0:4 1
V a
0. E 0 D80. SILL 0062.
0.264-1 0 075" 0.233' 0
MM W P-HOOK P-HOOK MOUWING
CIE COVE TRACK @ADAPTOR O.D801, P-HOOK FOR BOX RISER
(6063-T6 AL) (W63-T6 AL) (6063-T6 AL) (6063-TO AL) (W�T6 Al.) (6063-T6 AL)
4-
.155" 2.30'
D.0110* 1.739* 0.062-
in 1.61( 1.600 --1 1.303" 1---
0.830, 0.06zl 1.6DO 0.133, 0,062'
.080. 0. mafl"
.0W 2.44" -CT1703 t 26"
1.974- --1 �-- 3.125- 3.125' PT
a-)13, STANDARD STILE HEAVY DUTY STILE IND ER OCR T E=KV
135'CORNER (n S S TA
(6063-T8 AL) &A - PTLE R 8SCRER
?6 0 6 -3r 6 A L) (6063-76 AL)
3.979-
w0,076-
1.645
r��. 1
0.126- -
STANDARD ASTRAGAL
(W63-TO AL)
1 003"
*0 T
0.757'
50
0 0*
.O:FllXEOD
0.08
(S)FP'AXNEEDL CLIP
0.709-
(6063-T6 AL)
.55T
0.7CO'
FIXED PANEL
0.080'
(6063-T6AL)
@FD(ED PANEL
RETAINER, 9116-
(6063-T6 Al.)
1.304-
HEAVY DUTY ASTRAGAL TOP/BOTTOM RAL.
(auuj-i6AL) (6063-TGAL)
I owl 1.050. 1.060.
'050'
it- 46T
11
. i] * [-q ---
F.14S�1-- F 045--:2-
GLAZJNG 0 7/16-GLAZING 0, 9115-GLAZING
ITrAD(I G.) S
(6063.TB AL) PANEL F60-61-TO AL)
(6063-TG AL)
4"'
1.498' 0.mp .498-
5.621'
(IT CORNER RECEIVER
(6063-TOAL)
I JR I �l I c I NO �Nafm MIS shmr. I
90'OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
mff.tW��
5.621-
0.133�
90* INSIDE CORNER ASTRAGAL
(B(ILD-TUAL)
SG�770 I NTS 1 22 1 22 1 PGT0130
PRODUCT REVISED
�.. th. Flodd.
awid]., lc;�.
NoA-N.. 17-0420.12
Eopiration Dote 02/17/2020