HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
M IAM 4DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T(786)315-2590 F(786)315-2599
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or -material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet quirements of the applicable building code.
This product is approved as erem, an en designed to comply with the Florida Building
Code, including the Hi5 elocity Hurricane Zone. -
DESCRIPTION: Se ies "SGD-770" Aluminum Sli ' g Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DOC 0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearin the e County Product Control Revision stamp with
the Notice of Acceptance numbe cprration date by the Miami -Da a ur t>� ro Control Section.
MISSILE IMPACT RA G: Large and Small Missile Impact Resistant
LABELING: Each unit sha ermanent label with the manufac me or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17, 2020
9 lit? Approval Date: September 28, 2017
Pa e
PGT Industries, Inc.
NOTICE OF ACCEPTANCE:' EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No.14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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
02115/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under 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. 14-0123.10)
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 YFL-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, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
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.
(Submifted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"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'h Edition (2014) and FBC-6fh Edition
(2017), dated 09/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04118/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
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 & 90e/135e CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, 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 WATERTEST PRESSURE AND GLASS TABLESASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% 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 644.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE,
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSSAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5950, FTL-5993, FTL-6001, FTL-6014, FTL6015, FTL6017, FTL6022, FTL-60231
FTL-6024, FTL6025, FTL-6028, FTL-6031, FTL6031 FTL-6036 AND FTL-7554
no==
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11W UBSTPATE CO REQUIRE ANDHOHAUE PHUM Muna lrvuv �n�ur E A,wHwR G...•p.....•...-,
CHOOSETHE OUPOF THE LOWEST LETTER FOR ALL TABLES IN THIS APF'FID—.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU a 45 KSI, MIN FY-33 KSI.
4) FILLED BLOCK VALUES MAY A1.50 BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
M.OpU.a Name bem EktaA.rte IFI
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY
MMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE
IA
DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1A/2"THICK. a pling with tho Florida
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Bmlaling bode
NgA-No. :7A420.T2
BUCKS EaI Boa Date 07J1712020
INSTALLED DIRECTLY TOSOLICK OR GREATER.
DEPICTED AS 2X ARE 1-11Z' THICK OR GREATER. iX AND 2X BUCKS P ra
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BY
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mhun m4uet Degtro
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL.
rewlm.097 PVB mmrtaytt
e vAh 690` PVB mkdayor
ee wm.B9m SG Hmdayer
e w11h.09Y SD Wedayer
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°HS" =HEAT STRENGTHENEO
T-TEMPERED
`PVB°..No. TROSIFOOS PVB BY KUMMY AMEMCA, NO.
'SG'=.09ff' SENTFYGLAS8 BY KURARAY ANI ICB, INC.
DESIGNPRESSURERATING IMPACTRATING
SEETAOLES L 2& 3 ON RATEDFORIANGE&SMALL
SHEETS 6.766 MISSILE IMPACT RESISTANCE
CODES/ STANDARDS USED: HIS(
a2017 FLORIDA OE
2014 FLORIDA BUILDING MOE (FBCk 6IH EDION
T ON
-ASTM E130009
.ANSIIAFBPA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL.AOW2015
.AISIS100-12
-AISC 360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2.3
GLAZING DETAILS ...... 4.5
ANCHORAGE... .................. 6A 4
DESIGN PRESSURES....... 6-8
INSTALL DETAILS .............. 12-14
ELEVATIONS ..................... 15,16
PANEL / SILL TYPES......... 17
CROSS SECTIONS ..... .......18.19
PARTS LIST ....................... 20
EXTRUSIONS .................... 21.22
CERT. OFADT7L.
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
IIIIII/a
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
N`( LYNlp
MAX. 1/4"THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
:��,;1,0 ......,,,
"'LlCEN4
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
5
THESUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
`;'
NO, 587O5
SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED
C * ?
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
= j�
BY THE AUTHORITY HAVING JURISDICTION.
��'•,�l/T
SGanp INTSI i +22
EXAMPLE CONFIGURATIONS
IT WIDTH NOM.P
NOM. PANEL WIDTH NOM.
PER TABLES 1-3 PI
1.3
AX
MAX'UNI
'Eva
PE
RTABG ESTIJ II 1 1 I I�ER EAB S13 �/9
111
P6FEI
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
°
0
I NOM. PANEL WIDTH _
PER TABLES 1-3
I
� � 1
t
s
\ 4 MAX.UNIT
MAXUNIT \°
1s
1w i%?,y HEIGHT
HEIGHT
PERTABLEB 1-3j
PER
TABLES 1J
1 �
- \r--
3-PANEL CONFIGURATIONS t3
MAX. UNIT WIDTH
NOM. PANEL WIDTH ^ A. ° ® 3
PER TABLES 1-3
\9 1 1 iB
MAX UNIT t B 1 to
PERTABLESid 1 /Y / /
5-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
IONS 1) ALL CONFIGURATSHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL °JW, 'Jc". •KVY OR •Kd INSTALLATION.
EXAMPLE: 4-PANEL XXX%IN POCKET (p) CONFIGURATION CAN BE
T)55-0 p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2)90•8135• CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
1WID7H
3) FOR NOM. PANEL WIDTH, SEE TABLES I-3.
•X'= OPERABLE PANEL.
•O•= INOPERABLE PANEL,
=POCKET F—DETAILLETTER
y W = WOOD OR METAL INSTALLATION
C�J Z MNICRETE INSTALLATION
L_SHEETNUMBER
DLO WIDTH =NOM. PANEL WIDTH -T•
DLO HEIGHTHEIGHT
OR IT UNIT
HEIGHIGHT -T
- 1.86'
PANEL HEIGHT= DOOR UNIT HEIGHT-1.25-
t
i
1 t tB t jg�a
L111j
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
1 ie� MAX
HEIGHT
UNIT
I' PER
itTs TABLES
I-3
C ..OFAUDl.#3
INSIDE
S4o-1ro MS 1 2 • 22
PRODUCT REVISED
plyin witM1 tM1e Fiorltla
DuOmne Ba�a 17-0420.12
NON -No.
Explmtlan Dote 02/17/2020
SHEEP. .�\\141111
* i No. 5WQ5
T (�
.0 BY)MVipV/p�
'PACT . M - ..Dllln..
A LYINNIDER P.E
PG70130 C 1 PE360T00
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSOAVAILABLE AS
MAX TESTED UNIT WIDTH =
355.7116° ® 90' HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS4-PANE DETAIL 'JPOCK ","KW ONFIG INSTALLATION.
300.114"Q120°HEIGHT
EXAMPLE: XRRX IN POCKET CONFIGURATION CAN BE
NOM. PANEL WIDTH
1
a
i 3
C
PX%XXP•PXXXX OR XX%%P O> IN POCKET CONFIGURATION
XXx R
pERTABLEIDTH
r\
— •r
CAN BE OX%Xp.
19
in i 7Q
2)90•&T95'CORNER CONFIGURATIONS CAN BE A COMBINATION I
1b
to
,
OF ANY 2 STRAIGHT CONFIGURATIONS,
MAK UNIT
HEIGHT,
0
is
1
[0
I� 9
igg
3) FOR NOM. PANEL WIDTH, SEE TABLE51a.
06°OR 120"
h
/
Up
wcAEr
•X•=OPERABLE PANEL,
°O"= INOPERABLE PANEL,
-pp =POCKET
6-PANEL CONFIGURATIONS
DETAIL LETTER
/��,.� W = WOOD OR METAL INSTALLATION
MAX. UNITWIDTH
® °o•=CONCRETE INSTALLATION
#—SHEETNUMBER
NOM. PANEL WIDTH
PERTABLES
1a
_t:/.___
Jn i
DLO WIDTH NOM. PANEL WIDTH- 7°
1
I �
DLO HEIGHT =DOOR UNIT HEIGHT -10.125'
to
1 t` j $o
PANEL HEIGHT=DOOR UNIT HEIGHT -1.866'
MAX UNIT
HEIGHT 1 1
18
s
19
i'12
iCt
= •
1
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PROD LI REVISED
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A.L"MWERPE
GLAZING DETAILS (133
G5 & 35A)
G3A G4 G4ATHSGLASS
7/16"NOM.
M.
1• IA.
3/16° HS GLASS
3/16' HS GLASS
HE9
.090° PV0
.090"PVB
3116" HE GLASS3/i6°
HS GLASS
i4
313° AIR SPACE 74
16" T GLASS09
3GLASSFr=4
34NOM.E%T
3GLASS
RR
GIA6$1 4.127
B� SITE
9/1W NOM.
114" HSGLASS
.090"PVB-
EEE
314" NOM.
GLASS
SITE
9/16" LAMINATED GLASS TYPE G3A
GLAZING NOTES:
•ANN°=ANNEALED
•HS"= HEAT STRENGTHENED
'T"=TEMPERED
•PVB"=.090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
°SG" -.090" SENTRYGLAe BY KURARAY AMERICA, INC.
7/16" LAMINATED GLASS, TYPE G4
9/16"NOM. -1---•-I
114" 1
CO2
%E IERIOR
a
LERl.OFAUM..'R33Po
�"tNgaH UYMa4
3/4" NOM.
GLASS
BITE
1' NOM.
7cll�
GLASSMWE
PRODUCT REVISED
pl�I 9 Wth tA. Fl.ritla
03d.Ildln9 Lbd.
NOA-No. 17-0420.12
-127M. Expira0.x Cat. 02/17/2020
S
1" LAMINATED I.G. GLASS, TYPE 135A
ERIES 770 ALUM. SGD
vd
sdo-77p NTS 4 n 22
FOR SPACER DETAILS.
'IVAL c'
4JlGIt'1r?It'
PEA5B70
7/16' NOM.
—.I' mom.
1- NOM.
3M0° ANN GLASS
0116" HE GLASS
3116" ANN GLASS
,090' SG
.090" SG
,090" SG
3/16° ANN GLASS
3/16' HS GLASS
3/16"ANN GLASS
74 318" AIR SPACE
V
3/S"AIRSPACE
74
3116" T GLASS
3111 TGLASS
g2
03
03
3GLASS .
3CLASSMOM.
EXTERIOR
We NOM.
GBITE 124-12]
12412}
a
6TE3
BITE
EXTERIOR
F1:TERIOR
4
1" LAMINATED I.G. GLASS TYPE GG 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1"NOM. 9116" NOM. 1"NOM.
3116" HS GLASS 3/16" ANN GLASS
.090' SG 1f4" ANN GLASS A90' SG
3116- HS GLASS- .090" SG 3/16" ANN GLASS
5/16"AIRSPACE ]4 114-ANNGLASS i4 5/i6°AIRSPACE 74
1/4" T GLASS 1/4" T GLASS FPRB3g2314"NOM. 3/4"NOM. EXTERIeR GLASS 1241E 3GLASS.12412 GLASS ;:I BITE GLASSBREBITE
EXTERIOR .. ., EXTERIOR
a a, a
79 9
55
� 65
1" LAMINATED I.G. GLASS TYPE G13A 9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A
GLAMNG NOTES:
"ANN"=ANNEALED
°HS' - HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
'T'=TEMPERED
°PVB"=.090" TROSIFOC PVB BY KURARAY AMERICA, INC.
omo TEnwx55::l i
µvEwcE Fts12]s
°�°LA"
GZINGDETAILS
"SG"=.0901 SENTRYGLASD BY KURARAY AMERICA. INC.
ry4o4eatwP
SERIES 770 AL UM. SGD-LM IMPACT
�. "„�
JR OMD6'f] " C NO CHANGE51RI5 SNEET.
cERr. oPAIRRYIBMB
r
%af' eo.k °�"' w
Pf- wm
'JR iNIOH4
P"iemPwro
"uwB
SGo-IIP NTS 5 • 22 PGT0130
`1\\111111♦I/�1f]r
A. 58705
D � Q
AO� s o�
A. LYNN MILLER. RE
PEA587M
ABUL 1:
Design Pressure(DP) and Anchor Quantities Required,
Maximum DP for all sizes:
(far all approved configurations on sheets 2 s 3)+601.60
psf
Far tamer satragal anchorage on 9V or 135• comauNis, see sheet 71
(blu be limited by Table 1A)
Dow Lou Fhighl
Table aopliea 0 G.. TYPea 3,
w
B4°
W"
eB'
M. 5, 5A, 7, 7A, 88 SA anA
69-718" DLO
73710" DLO
]Bd18" DLO
a5.710° DLO
ma SIIh/Astrg.1 Types sham
Anchor Group
Anchor Group
Anchor Grobp
Anchor Gmup
yelal,
A
8
C
D
A
B
C
D
A
B
C
D
A
B
C
D
ea— III
C4+7
C4+1
U+
U+1
U+1
+
r
+1
+
1
01+1
G.1
U+1
G+7
U+1
1
24"
7'
Jamb
6
B
8
9
B
8
8
9
8
a
a
0
B
8
8
B
DLO
p-hook
8+7
8+7
BN
6+7
7+8
7+B
7*0
7+8
]+B
7+8
7+e
N8
7+8
]+e
]+8
7+8
Heed/S81
U+1
G.1
U+1
U+1
W11
U+1
U+I
U+i
U+1
G+1
U+1
CA+1
U+1
U+i
U+1
U+1
30"
'fib
B
8
8
8
B
8
8
8
8
8
a
8
8
B
8
8
$
DLO
P-hao4
8+]
BN
0+7
8+7
T+B
T+B
7+B
7+8
7+0
i+8
I+9
7+8
7+8
7+8
T+8
7+8
HaRsfll
U+7
U+1
U+1
U+1
U+1
U+1
U+1
Uri
C'1+1
U+7
U+7
C4+1
U+1
36°
Jamb
8
B
8
9
8
B
B
B
e
8
8
e
0
B
8
B
a
DL�A
P-hook
8+7
8+]
eq
8+7
l+B
I+B
7+0
]r8
7+8
7+0
i+e
i+B
7+8
7+8
]+e
7+6
TFWSlli
U+1
C4+1
C4+1
U+1
G+1
U+1
U+1
U+1
U+1
U+1
U+1
CMi
U+9
U+i
U+1
U+1
47
35-
Jamb
8
0
B
8
8
B
B
8
B
B
8
8
B
B
8
8
DLO
p hock
6+7
8+T
e+7
6+T
]+0
778
7+e
7+8
7+8
T+B
7.8
7-8
7+B
7.8
7+e
7+8
HeaN8111
U+2
C4+2
C4+2
U+2
U+2
U+2
U+2
U+2
4+1
U+2
U+2
GI+2
U+2
GH2
U+2
CN2
4B'
4L.
Jertn
B
B
8
a
8
8
8
e
8
8
B
B
10
9
8
8
P-hook
6+7
6+7
8+7
B+T
AB
7+6
7.0
7+8
]
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
7) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114° SILL,
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER DP IS
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°.3-114" AND 2AIT SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE TAIT SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS 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 FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TARI F 1 A'
SIII Height to Max. (+) DP
(Water Infilbation Rating)
SIII Riser Haig"
(+)Design
(Flator Box, see
pressure. psf
Sheet 17)
Flush-141Z'
see noto3
Low-2-1/2'+46.67
Medlum-3.114"
+60.0
High-4"
+60.0
SEE NOTES 143
DLO WIDTH=
NOM. PANEL WIDTH -7°
OLD HEIGHT=
DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
f0OHLENGTHOH RATIO a 1
_
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Wckstile C Jamb
S m,Sht Astragal
Assembly
Lackstlle@
StralghtAstragal
90'A5[mgal
Assembly
Locks[le®
90°Astragal
135'Astragal
Assembly
Ladatile@
135°Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard5tile
HeaW-duty Stile
Heald-duty5tile
Heavy-duty5tile
HeaWAuHStlle
9Laadard Asnegal
Outslde Wmerr ,
-
Outside
[omer
Inside
Come
°''i�
a..L--JL3
Inside
Comer
Outside
Inside CPrne( -11
Corner
Part 960 (x21
Partwo
Part B60
Part a60 (Stile)
Part P67 (Astragal)
part 460
Partp 38IUerer
Part"12 (Out)
Pan p120 (10.)
parts 031(lk "2
Part A61
Reeaka,,
'1p1n Fzd Mount)
comir oFAcnel uns0
scuno I NTS 1 6 • 22 1 PGT0130
PRODUCT REVISED
.. asng I]Zen, an On. Finds.
B.d.
NOA-No. 17-0420.12
exploatmn bate UPJ1712020
D116
No. U705
9 g- •���
r77,ONALt£Net
A. LYM MIBPB. PE
PE"59705
TABLE 2:
Design Pressure (DP) and Anchor Quantities Required, (for ell approved configurations on Sheets 2 & 3)
FaroNlleraatm9al nnchonAe On Bm or 106' c0mefwl[s, Bee Nlael ll
Mazbnum DP forall sizes: +601.60
gay m ennead by Teb10 M)
Dom
VNt
Height 120
OY 1o0r8"
Table
aw0ea
OBs Typea 4, aA,
]
LO
BB"
]o/Br
B, BA,
T,TA,
0 B BA aM the
09-7/6"0
O
7341
rahorG
D
eMr
Gmw
ncho
A4.
PA09c-
Yw nc or GNOP GOCroL w D
801eAtm9a
rypas
oh. be ee.
D
A
a
C
D
A0G
CP D A D a
A
B
C
G+1
D
G+1
+1
0
+1
C
GH
C6+1
d+t
1
6+1
daf
•
H
H
G.1
at +1 CH1 01+ CA+1 C4+ G+ .1 H +1 04+1 H dr1 UH
10
10 10
G+[1+2
a
+1
8+9 &9 &8 &B &9 Ba10 9.10 8+10 BrtO 8+10 B 8 &10
11
DLA
PiaOF
By
p+7
W
&T
1 0
1 B
T B
1+0
7g6
T 0
7++8
] 0
1 B
7+0
i 8
G+1
7+a
G+1
B+B B B
UH G+1 GH UM UH GH GN C.1+1 G+1 G1+1 U•1 GH G+1 UH Uat
HeaNSN
Grt
Gr1
G+1
G.1
dH
ct+1
CNI
UH
GH
UN
G+1
CP1
UH
G.1
8
10 10 10 10 10 10 10 111 t0 10 10 10 10 10
Gp•
pL0
Jamb
6
B
8-
B
0
0
8
B
B
a
B
B
a
0
a
7r
0.8 &B &e &D &B 8+B W10 D•10 D.10 9H0 BH0 Ba70 BHO &f0
P+APk
&]
89
&]
&i
NB
T+B
]+a
T+B
i+0
NB
]+0
T+e
>+B
1.B
T+8
T+B
&9
dH GH GH Ur1 G+1 GH G•1 GH UH G1+1
NeaY5111
GH
GH
G+1
U.1
DI+1
G+1
GH
Grt
G+1
U+1
G+1
Gr1
Ua1
GH
GH
Ee.1
GHGH
f0 10 Ill 10 10 10 10 10 10 10 10 10 10 10
OB-
010
J,mb
8
8
0
B
B
a
'8
8
B
0
8
0
B
8
0
e
10
99 BaB &9 &9 &B &9 &9 B•10 D+te BHO D+10 BHO 8+10 BHO &10
]0H
&7
&7
T+B
7-5
7r0
Tab
T+B
72
AB
l.e
T+8
119
7+8
G+I
T+0
GH
GH d+1 Od+1 U•1 UN GH GN GH GH G•1 UH G&1 UH dH G+1
eaC1H
GH
G+1
G+1
U.I
UH
10 10 W 10 10 to 90 10 10 f0 10 12 10 10 10
dY
0.D
am8B
e
8
8
B
6
6
B
B
B
8
B
B
0
B+9 &B &B &B &B &9 9+10 &10 9.10 8+10 8G+2
N
&T
7a0
T+8
]+8
T+B
H0
]+B
Tr8
T+B
7+8
7+B
1..
)+B
0+D
Gat Ga2 1 G+2 Ur2 C 5+2
C10 C&2 C
C10
Ur2
Ue2
CN2
G+2
G+2
Ga2
G+2
Ga2
G+2
Ga2
Gat
2 -Ur2
GattoIn 2 1Lbr2 10
10 10 m f0 10 f0 10 LD 12 fo 10 ID i2 10 10 10
is
qy
DLO
Jemb
a
0
B
B
B
8
0
0
6
e
e
8
10
B
B
8
B+D 8+9 8+9 0+B &8 0+0 B+B &B &m 8+10 OHO B+10 B+W W10 8+10 8+10
_�
Pdook
BN
Bq
&]
&T
Tao
ia6
]+0
NB
HB
AB
T+B
iaB
T+8
TB
T+8
T+0
Ho=N801
fM2
G+2
Gr2
Uaz
G+2
G+2
U+2
d+2
G+2
G+2
Ga2
CM2
a .2
U+2
d+2
Ga2
G•
OLO
B
9
8
0
e
0
0
0
10
B
B
B
10
B
0
0
Jamb
Bq
&T
a-7
&T
1+8
7+0
Tra
T+B
T+6
T+B
A8
N8
HB
1+0
)+8
T.e
Not evallable in these sizes
P-0OOM
G+2
G+2
G+3
U+2
U+2
G•2
G.2
6 2
CC+2
cd+2
G1+2
U+2
GN2
G✓J
Ur2
Heed901
Gr2
B
0
6
6
B
B
10
0
B
e
10
0
e
B
6P
�O
Jamb
P-hook
8
b+T
B
6N
B+]
b+]
7+5
7+0
P 8
AB
Tr8
A8
G CYFFT
h0
]+0
A
TB
i.0
7+0
T+B
DLO WIDTH =
NOTES:
7) POSRIVE PRESSURES IN TASLE 2 ARE BASED ON THE USE OFTHE SILL.
WHEN
2) WHEN USING THE 2-12' SILL, POSRIVE WATER DP IS 48.67 PSF MAX WHEN USING THE SILL,
POSITIVE WATER DP IS 80.0 PSF MAX. WHEN USING THE 4' SILL, POSRIVE WATER DP IS fi0.0 .0 PS PSF MAX
(NEGATIVE PRES. UNCHANGED} SEE TABLE 2A
3)4',3-7f4'AND 2-12•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATIONWHEREAS THE 1-1/2'SILL IS NDTAND MUST ONLY BE USED WHERE WATER RESIETIS
REQUIRED. MAX
ED W DIS
POSITNE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR I PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (BEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFlLTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
0) OAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTiT1', DMENTS WHEN REQUIRED.
IVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
Sill Height to Max. (+) DP
(Water Inmtmllan Reang)
Siil RSer HNBht
(+)Design
(Flat a Boz, see
Pressure, psf
SMet 1T)
Flush-7-1/2`
see wle3
Law-212'
+4fi.67
Medium-3-7l4"
r60.0
Mgh-4"
+BD.0
net NU ItD II
L-1
OH RATIO = OH LENGTH
OH HEIGHT
V nFTAII C
THE FOLLOWING STILE&
ASTRAGAL
TYPES SHALL BE USED
FORTABLt'
Stt bneerou o-a�r..r.r,.��,,.�..---••--•••-----—-------
90aeriblal
135'ernblyl
Lockmle@
Interlock
P-hook
Loclotlle@Jamb
Siml5seAsbagal
Assembly
Stmight/utragal
alght 0,re
Assemby
so'Palle@
90'Ashagal
Assembly
135°Ast aI
rog
Heavy-0uty5tlles
Heavydury501e
HeavydMy SLle
Heavy-dutyStle
Heavydutybule
5le
Hea vyduryii
Hyduty5ttle
eav
Heawduty Stolle
B
av
Hey-dutySul.
Standard Asuagal
OuWde fwnn"
Ousslde
Cam,
Come
p
'11
TA�r
Cam
DO[SId2
)
hlaltle Cotner
Corner
Parta61
Part Is l5s1e)
Part961
Part p6l (Stile)
Port er
part 4119(OutJ
part B120 (In.)
PartOfil (Stile)
Pan 061
Part 461(X2)
Part N61
Pert 867(Astra92)
Hsoa"o')
(Corn.&Ted Mont)
GFAT. CFAMT 028200
SGDT70 I NTS 1 7 ' 22
NOM. PANEL WIDTH -]-
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125°
PANEL HEIGHT =
PRODUCT REVISED
Bs complains wiN the Fiend.
BUI'd... care
NDA-No. 17-0420.12
Seplmuon pg02/17/2020
A
No.58705
nr *—
TABLE 3:
Required,(forall approved configurations on ShDets 2&3)
Maximumbe
Design Pressure (DP, and Ancb.- angNOS
For comer stages anchorage on 90° ar in- corner udw. am sheet l 7
nmlledbDTebi BA)W
(May Y
Dam Unit He
Table
Table
epplles
to
Glass Types 4, 4A,
BP fi4" BD' 96"
] DLO
10Z°
9 - /s"
'me-
9]ch e' O
BA,
7, TA,
8 a SA and the
69- 18' D ]8T/B' DLO TIB' DLO
ArshorG PncharGmu
Group
Anchor Gmup
Anchor Group
SularMurs
l lyp%
shown below.
Anchor GmU Anchor Gre
B C ❑
A D
A O D
Iles n Pnassul9
A B O D A 8 C D A B C D A
+A80.0 /
G+1 G+1 oat Gat C4a1 Gal Gai G+1 Gal Coat L4+1 GN Gal Coat
�� s
C4a1 CH1 C4a1 Gai
+B
G+1 Gal G+1 Gal
fi'
Hesdisill
G+1 C4+t
24"
DIA
7aB 7+B ]a8 7+0 7+0 7+B T+8
Bag Bag Bag 0+9
Aa9 8+9 8i9 8+9
P--hook
6+7 e+i fiBT 6+T T+B 7+B T+e T+B 7+8
+141
a1+1 sf
Dos Pressure
+A90.p psi
G+1 Gal Gal C4+1 C4+1 G+1 C +7 G+1 C4a1 C4+1 Gat Gai Gat
col
C4+1 CNi C4+1 GM
G+1 G+1 G+1 C4+1
Handball]
C4+t Gat C4it
f0 B 8 B 10 0 'B a
10 10 10 t0
to ID 70 10
DlO
Jamb
B B 8 8 8 8 8 0
h8 ]+B 7a0 7a0 HB 9aB 7+0
0+9 e+9 Ba9 8+9
Bag B+9 8+9 8a9
0.wk
8+] W7 6+T 6hi ]+B 7ae 7+8 7a8 i+8
+/4126 pef
+/•T6.0 f
Ora aPraasum
H-90.0 f
G+1 C4+1 Clrbat CAN Gil
C5+1 C5ai C4+1 Gai
Cea1 C5+1 CN1 C4a1
u
29'
HeadrSlll
Gal C4a1 C4+1 Gal Gat Gal Gil C4+1 G+1 G+1
a 12 10 0 9
12 10 f0 10
10 10 10 f0
a.
36°
OLO
Jamb
to B B 8 10 0 8 8 1 10 i B i II
B+9 B+B 8+9 Bag.
0a9 a; 8+9
8+9 8a76�O'
ei9
P-hook
6N 6a7 6+7 6+7 7aa iae 7+8 7+8 T+01 7+0 1 7+0 ]+B
+IA2.B
z
Oeaga Pressure
+A90.0 f
G+2 C4+T G+2 G+2 fA+2 C4+2 C4+2 LB+z e5+2 C9+2 G5+2 G'+2 C8+2 G6+2
C6+2 CSaz ceaz C6+2
GSa2 CS+z
CsaR c6+2
Ise
HeetlI511i
CA+2
10 8 B B 12 10 B 0 7 B
10 10 10
12 10
10 t0
Dip
Jamb
10 8 8 8
7ae. NB 7+8 8+9 8+9 0+9 8 Ba9 Bag 8+9
e+9 8+9 Bag BF9
8+9 8+9
0a9 ea9
P-hook
748 7+6]+B 7+57+8
See6+21 w
/A2.6psf
a675.0psf
Desl"Pressure
"u.Opar
C6+2 C4+2 Gat C6+2 CS12 C9+2 C5+2 06+2 C5+2 CB+ L5+2 C6a2 Caa2 a2 B+2
C 42 C 02 L6+2
C6+2 C602
CI C a2
41"
C6+2
B 12 10 0 0 12
Headl901
t22
DLO
Jamb
t0 0 0
8+9 8+9 8+9 B +9 0+ 8+9 9+10 9+10 +10 B
9+10
10
9N0
8N0
9+W 9N0
gate 9+10
P-hook
]+B 7+8 7+e 7+0 8+9
e nl ecATVD - e A
e
7A- B&BA:
+1A74
FOR GLASS
TYPE
M
��GPLE
ON SHEET 9
NOTES: 4"SILL
1)WHEN EPRESSURES' TABLE 3ARE BASED DP IS
SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3.7/4" SIL . ITIVE WATER
PSF
DLO WIDTH
NOM. PANEL WIDTH - 7'
2) WHEN USING THE 2-1l2"
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11-10 SILL IS N0T AND
IN
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CU RRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.666"
41 SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE CE AND EMBEDMENT INFORMATION.
REMENTS WHEN REQUIRED.
5) DOOR SIZE TO COMPLY WITH C CURRENT FBC EGRESS REQUIREMENTS
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
THE FOLLOWING STILE
Interlock
8 ASTRAGAL
P-hook
TYPES SHALL BE USED
Lockstlle®Jamb
FOR TABLt a,
5traightAstmgal
Assembly
see ante I a u a
LorksNe@
SValghl Astragal
« r..,.,-�,., �,,.,".�...�...
9o"Astragal
Assembly
•..•- -.._-.
Lockstile (d
90'Aslragal
- ._ - .- - - -
135'ASVagal
Assembly
Lockstlle@
135'Ashagal
Heav¢dury 5tll¢s
Heavy-duty Sole
Heavy-duty
Heary-0uty5tllo
Heavy-dutyAstagal
Heavy-dpty5tlle
-
Heavy-duty SVI.
Outside Comer„
Heart' -duty Stile
Outside
WmN,-duty6niiseo
Comer
Heavy-d.ty5tlle
,r'v'-'Ia•_a��11aa JIL
1rpI1 ,
IrGlde Cor�a...�t-1
_
Corner
Inside
Corner
Cotner
Corner
I
Partq61 (a2)
Part X61
Part
Part X68t11e)
part.....11stregal)
Part861'
Part X61(5tile)
limn,1111'CCorner
pan #119(Out)
part X120(In.)
Ian Part X61 (Stile)
(Cur..&Fxd Mount)
Par[p61
CEM.OFAVM. GPAY
8 a 22
Sill Height to Max. 0) DP
(Water Infiltretlon Rall
SIII RIser Helght
(+)Daalgn
(Flat Or B01{, 6¢9
PR66UlB, paf
Shawl 17)
FIWh-1-1/2'
sea lroto3
Law- _
+46.67
sum-3.1l4"
+6.
Hlgh -4"
I a 80.0
SEE NOTES 1.,'
f�
OHLENGTH
2 O 01.
OH RATIO a
O
1
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
plyln with lbe Florid.
euliume 17.0420.12
NOA-No.
E.plmean Date 02/17/2020
�tllll ll lrl/
24- MA
O.C.
F'
48°
NOM.
PANEL
WIDTH
aPL
EXTERIOR
(2 ANCHORS)
"+2'
ANCHORAGE
NO FRAME "9+10" P-HOOKANCHORAGE CONSISTS OF: —�
JAMB 1 (9)P-HOOK ANCHORS, SEE'C5°CLUSTER MAX. UNIT WIDTH SEE"C5"CLUSTER
EQUIRED @ (PERPENDICULAR TO GLASS DETAILS. SHEET 10 FOR REQUIRES'OV SHEET 10 FOR IN
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK CLUSTER,SEE
POCKETS AND �--I ° 48" NOM. DETAILS, SHEET 11
SEE POCKET (10)P-HOOK r-______ V x �_y ANELWIDTH x x
JAMB MOUNTING ,_, (x xl d x x x x
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY
8 SHEET 14 BETWEEN P-HOOK
ANCHORS & AT 3"
FROM TOP &
BOTTOM
MAX. TO OPENING
.DGE OF POCKET SEE
INSTALLATION
DETAILS'J.* WK.',
SHEET 14 & PART
DETAILS 'J' &'K.
SHEET 19 FOR
P-HOOK
Ilol LY°
DI
14'MAXO.0 lol
g �oi !ol°, , ' O.C.
S 1 io�
el 3'MAX,
= FRAME
ANCHORS
-= P-HOOK
ANCHORS
= P-HOOK
MOUNTING
ADAPTER
ANCHORS
TERLOCK
SEE -CS -CLUSTER
—DETAILS.
SHEET IO
DETAILS,
FOR ASTRAGAL
E4^
MAX. O.C.
x
t
4PAIRSOF
z
ANCHORS
96"
(TOTALS -.
UNIT
21"MAX.
ANCHORS)
EIGHT
O.C.
PERJAMB
x�
(SEEJAMB
z
DETAIL
DETAIL
BELOW)
`✓ENDPANEL
ANCHORS END PANEL x' �z"x x x x K-x x 6'MAX ANCIIORAGE(SEE
ANCHOPAGE xx x x' 41. .7, SKETCH BELOW)
(SEE SKETCH BELOW) \_,r �_^-2" �•�r ANCHORAGE ANCHORAGE
S'IAAX^TMP' ANCHORAGE ANCHORAGE ANCHORAGE
204" —
EXAMPLE' S PANEL 2 TRACK 90` OUTSIDE CORNER-DXX/XXO - EXT.MOUNT POCKET ANCHORAGE PLAN_
48'X96"NOM.PANEL6, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6- SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3 SHEETS 6-8:
INTERLOCK HEAD & SILL: 8° MAX. FROM FRAME CORNERS.
SEE°C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10 TABLES, SHEETS 6-e AT EACH INTERLOCK AND
DETAIL SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR PLUS SPECIFIED QUANTITY OF ADDITIONAL
°+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
EX*TaIOR HEAD OR SILL IF A SPLICE
[J OCCURS AT THE P-HOOK.
21"
MAX
PRODUCT REVISED
D.C.
scomplYing9 WIN W. Flo4tla
9alltling
Dotle
NDA-No. '17-0420.12
5.84' Expimron tat Wl W2020
6'N'AX'
MIamFDa/ mdac Contro
TERLINE - JAMDS & P-HOOKS: 6" MAX. FROM BOTTOM. 21" MAX. ANCHOR PAIR D.C.(JAMES), 14°MAX. ANCHOR
ANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE I 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
ANCHORAGE ANCHOR PAIR
REQUIRES SEE °CS'CLUSTER END RAGE
°CB"CLUSTER. SEE CENTERLINE CENTERLINE
I...�OF DETAILS, SHEET I.� ANCHORAG
DETAILS, SHEET II I INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) I _!V I—
I OF PANEL3 +2 ANCHORAGES r
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
TO
C ..OFAUW.4 0
4
3 7m 1 NTS 1 9 . 22
No. S8708 %
-7T
,(STFiAGAL ORSPUCE CATIO ASTRAGAL OR
INTERLOCK IFNEEDED INTERLOCK
CENTERLINE I CENTERLINE
7•
75°
4° A
2.04°
tLAG.
3.5" EXTERI
TERIOR
n
A_..-...., ..,..,c canrcln
V 2-TRACKP
6• Dlac.
(FOR S/NUSE
ASTRAGAL OR SPLICE LOCATION 2.04•
DINTERLOCK IF NEEDED 2.01"ff"j
•C6•ETAIL) CENTERLINE I
—�1 I� 1.75' TRiCR
7• 3.5"
DI
2.04'
7- 3.5°
7' EXT RRIICR 7„
1ME HEA IL V 2-TRACK FRAME HEADISILL
OR INTERL f�ASTRAGAL ORINTERLOCK
IE 5 CLUS R (USE WHERE 6 CLUSTER
IRE D,'C5') ANCHORS ARE REQUIRED,'CG')
ASTRAGAL Oft SPLICE LOCATION ASTRAGALOR (FORSPLICE
INTERLOCK- j IF NEEDED CENTERLINE INTERLOCK-1 C6NCL ION. USE
DETAIL)
CENTERLINE 35"
3.5E -•-
2,04'
a.oe^ a.oe'•
_�L EMEFTAIOR 4° DIAG. EXTTEIR,I
V R 3-TRACKFRAME HEAD/SILL V 3-TRACK FRAME HEADISILL `�
(d1 ASTRAGALORINTERLOCK (d ASTRAGAL OR INTERLOCK,
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4'7 ANCHORS ARE REQUIRED,"C5")
SPLICE LOCATION ASTRAGALOR
ASTRAGAL OR � (FOR SPLICE
INTERLOCK�~IF NEEDED INTERLOCK CONDITION, USE
CENTERLINE -I CENTERLINE i ^C6" CLUSTER DETAIL)
1.75E
3.5'
2.W
4" DIAG.
EMERIOR
4-TRACK FRAME HEADISILL
(USE
WHERE 4INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4° DIAG.
2J0.4"
5.37"DIAG.
EXTERIOR
7"
1j
4TRACK FRAME HEAWSILL
fat ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, °CS°)
C ..WAIlrHX1 M
21•
MA%.
J. O.C.
LI
2,04"
21'
5.64E
MAX.
O.CC..
6• MAx.
O
7 4-TRACK
IAG. FRAMEJAMB
ASTRAGALOR L SPLICELOCATION
'TT
ANCHOR PAIRINTERLOCK
IPNEEDED
204ECENTERLINE
1y 3.5'7°
NCHORS MAY BE INSTALLED
21"THER
IN THE EXT. OR INT.
[EXTEMOR
MAXRACK(INT.
SHOWN)
V DIAG.
D.C.2.04"
I
N07ES:
7. ALL DIMENSIONS SHOWN
4E AREBASEDONMW-
3.S"ALLOWED.
3.5" 6"MAX.2.
FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEAD/SILL
INTERLOCK
r
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEETS.
(USE WHERE 6 CLUSTER
(USE WHERE 0
ANCHORS ARE REQUIRED, "C6°)
I STRACK FRAME JAMB
ANCHOR PAIR PRODVCTIn REVISED
I with Mo Plaritla
6u11Eing LTo�
ASTRAGAL OR FOR SPLICE
CONDITION, DO NOT
FOR SPLICED
CONDITIONS ONLY:
Non-Np. 17.0420.12
INTERLOCK-^{
THIS DETAIL)
SPLICE LOCATION
a plration 0atp 2/17/2020
CENTERLINE I USE
-+{ 3.5•Miem
IFNEEDED
_
-oge product control
1" 4" DIAG. 2.04"
V DIAG,
2.04
9.5°
xieR10a 7" 3.5E
1j 4-TRACK FRAME HFADISILL
Q ASTRAGAL Oft INTERLOCK
(USE W HE WREQUIRED,
WITH & WITHOUT SPLICE CONDITION
si o m I NTS 1 10 • 22
PGTO130
EZ
IiII,r
MILLER. PE.
2.04" 2.04" -.11ANCHOR
2.64° INFERIOR 2.D4" INTERIOR
F[LINTERIOR
RIM INTERIOR 7"4' O WG. 4' D WG. 6.94'12"0.12" 3.5° 3.5"
INTERIOR 1 ERI i ° INTERIOR 1.I � CENTERLINE
90 3. 0° 3. f OF PANEL
EXTERIOR 4-DIAG. 4"DIAG.3.5" ° 3.5" 4" 4°+2"ANCHOR
4" 7" EXTERIOR 4' 2.04" 7- .EXTERIOR 2.09 2.04' EXTERIOR 6.94•
EXTERIOR
2.04° 4° DIAG.
90• CORNER 90' CORNER 135' CORNER 136- CORNER
2-TRACK FRAME HEADlSILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 24RACK FRAME HEAD/SILL 9.5" I CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE CLUSTER (USE WHERE4 CLUSTER (USE WHERE 5 OR 6 CLUSTER pF PANEL
ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"CB") ANCHORS ARE REQUIRED,°� AN
ARE REQUIRED, °CA')
#1N'ER
TIMERIOa 40S„ •+1^ANCHOR '+3°ANCHOR
IIMERIOR 7.41"
7' 135' 2.04" 4°DWG.
EXTERIOR
.3 1 3.5'S.5"4.4.06" 7" 7CENTERLINE
6.37'D G.CENTERLINE OFPANEL
3.5• ON OFPANEL 2-TRACK FRAME HEAD/SILL
4 INTERMEDIA EANCHORLAYOUT
EXTERIOR 7' 4" RICK ALL"+2"ANCHO/ %T[RIOR
90° CORNER 135° CORNER _R VIEWS
G
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL �/
("O6' ANCHOR CLUSTER REQUIRED ("CB" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
m"IyInga MtN Me Florida
BY9tlln0 COtl
INTEWOR :fi.12' INTERIOR 2.04° NOMNo. 17-0420.12
[L3.5'
.14• 3.5" I E%PlraCOR Pata02/17/2020
I(_ CENTERLINE
4. ERIOR INTERIOR 5'�° OF PANEL
Mlaml-0o0 ro4uci Con—tmt—
INTERIOR gp= 136' "+3•ANCHOR
4.
. _Di
7. EXTERIOR
11'LIGENI
3.5" 935" YIE
�'(�'2.04L XEROS` ONY LN/y 4- DIAG.R CENTERLINE SEXTERIOR 2.04° I OFPANEL
90"CORNER 135'CORNER �
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADRILL _T}: Na. 58703
("08" ANCHOR CLUSTER REQUIRED (-C8° ANCHOR CLUSTER REQUIRED INTERMEDIATEANCHORLAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-7RACK CORNERS) (3-TRACK SIMILAR) LJ j�7) -7
NOTES: „ :AO�., Sr l04p,,�
1. ALLDIMENSIONS SHOWN AFIE BASED ON MINIMUMALLOWED. F�EALRINMFNF�JJTTSEMES
ooyaINNCHORAGE EXAMPLE CLUSTERS ': 6s'•• Dfllo?•,:`�2�c
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE , FI 11275 3
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. e°'feoo
770ALUM.SGD-LM fM�''i,��1LJR OIASI] C NO CHANGES THIS SHEET. xramu *'++R �" '�' O°'yu' r°" X LYNN )�LLER. PE.
0440auaio scwm NTS ,11 +22 POTU130 C P.E.95Po5
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A. SHEET 1
2-1/18"'
EXTERIOR 114"
a MAX.
SHIM
TABLE A, ILA II ODD
SHEET L/
NOTE 3. $HEFT 1 WODOANCHORTVR.
2XWOOC SEE ANCHOR NOTE$
TYP.,SEEANCHOR &TABLEA.SHEETI
®
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP.. 2XWOOD
SEEANCHORNOTES TYP., SEEANCHOR
OTE 3, SHEET
EXTERIOR 1
2-ifl8"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET,
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE i
TABLEA.SHEETI ~ EDGE DISTANCE:
2XWOOD SEE TABLE A,
TYP.. SEE ANCHOR SHEETI
NOTE3,SHEETI
2-0A6°'
WOOD ANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1 O
EXTEnRIOR I
V 114" MAX. SHIM
2-TRACK FRAME FRAME JAMB
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET i
EDGE DISTANCE:
SEE TABLE A, SHEET 1
114"
MAX.
EXTERIOR � � SHIM
a� r
2X WOOD /WOOD ANCHOR TYP.,
TYP., SEE ANCHOR L SEE ANCHOR NOTES
NOTE3,SHEETI &TABLE A, SHEET
3-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEEANCH
SEE &TABLEA,SHEET I7 NOTE 3, SHEET
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"'
METAL TYR. /SMS ANCHOR TYP.,
SEEANCHOR L SEE ANCHOR NOTES
NOTE 4, SHEET &TABLEA.SHEETI
Is4-TRACK FRAME HEAD
METAL INSTALLATION
SMSANCHORTYP., META
OR SEE ANCHOR NOTES SEE
I SEE &TABLE A, SHEET NOTE4,
�. n I ANCHOR
MAX) �_ .... ........
EXTERIOR
a 2-ute°•
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A. SHEET i
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I
EDGE DISTANCE:
SEE TABLE A,
2XWOOD
SHEET
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-0/16"
WOOD ANCHOR TYP..
SEE ANCHOR NOTEB
& TABLE A, SHEET 1
VRgR
E%IEn
114-MAX.SHIM—"-I
F-.--
CEWWAUM. MIB2BB
L
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWNAREBASED
1 SHIM ON MIN. ALLOWED.
2. METAL ORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
OR e"(JAMS) SEE
TYP DETAILS, SHEETS 10 & I I.
NCHOR
SHEET 1
I .—MIN. OF 3 THREADS BEYOND
,�/ THE METAL SUBSTRATE
(114" MAX) T
EXTERIOR EMBEDMENT: SEE
TABLE A, SHEETI
V. EDGE DISTANCE:
SEE TABLE A. SHEET 1
4-TRACK FRAME SILL
METAL INSTALLATION
EMBEDMENT: SEE [E-p-llp
RODUCT REVISE"
TABLE A, SHEET 1 I0Bw11M1 16e FlariaaRO77 0420.12EDGEDISTANCE:an Data 021t 7/202SEE TABLE A,METAL TYR. SHEETISEEANCHORm roauc antral
NOTE4.SHEETI
2-1/16"'
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
BEYOND THE
U THREADS
EXTERIOR METAL
tJY....
� �MtJLEN �' ('
SUBSTRATE
IN' MAX. SHIM L-.—
= * No. 58y05
6,y,4-TRACK FRAME JAMB
_-O i
SGW10 I NTS1 12 +22 1 PGT0130
EDGE DISTANCE: SE
TABLE, SHEET I C
ERCRETE TABLE
2-1118'
A, SHEETI
EXTEE�RIIIXi �•, /'•tCONCRETE�AlleC
T
ABEDMENT
1/4':E
TABLEA,
MAXSHEET
I
SHIPROPERLYSECURED
IXWOOD
BUCK TYP., SEE
HANCHOR
NOTE 3, SHEET 1
TABE A.
A,
EXTEROR2-EDGE DISTANCE:SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABE A, SHEET,
2-TRACK FRAME SILL
CONCRETE INSTALV
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS
NCRETE SEE7ABLE A, SHEET I CONCRETE SEE TABLE A, SHEET/ SHOWN ARE BASED
PTABLE "1XCONCRETE
PERTABLE 2-1116•• ON MIN. ALLOWED.
HEET 1 A, SHEET 1 71. 1/4" ' DIAGONAL O.C. IS
`` 1 MAX MIN 4' (HEAD & SILL)
SHIM OR 6'(JAMB)SEE
DETAILS, SHEETS
EXTEROI1/4' EXTERIOR 16&11.
MAX.SHIMORTYP.,PROPERLY SECUANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,ES& WOOD BUCK TYP., SCHOR NOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3. SHEET / TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
3-TRACK FRAME HEAL 4-TRACK FRAME HEAD
CONCRETE INSTALLATION CONCRETE INSTALLATION
D7X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE AN
NOTES& WOOD BUCK TYR, SEE SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE
,SHEE TABLE A. SHEETI ANCHOR NOTE 3, SHEET I TAB LE A, SHEETI ANCHOR NOTE 3, SHEETI
SEEANC OR SEEANCHOR
NOT 5. NOTES•
SHEE 1j_ SHEETI
4
1 (114'MAX)
EXiERI EXTERIOR J
CONCRETE
a 21116• �2-V16" PERTABLE
ONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET I
ERTAB SEE TABLE A. SHEET I PERTABLE SEE TABLE A, SHEETI
,SHE 1 A,SHEETI' EMBEDMENT: SEE TABLE A. SHEETI
EMBEDMENT:SEETABLE SHEET1 4-TRACK FRAME SILL
3-TRACK FRAMSILL 6 CONCRETE INSTALLATION
CONCRETE INSTALLATION
SEE
TABLE A, SHEETI PRODUCT REVISED
TABLE A,SHEETI a.+^� —T ompl�In�wlm Me Horlaa
EMBEDMENT: SEE
TABLE A, SHEEP 1 —�I
�- EDGE DISTANCE: PROPERLYSECURED
ED T: SEE C CJCMUANCHOR SEETABLEA, 1X WOOD BUCK TYP.,_
.,SEEANCHOR SHEETI SEE ANCHOR NOTE 3,
rL SOURED EDGE
I' EDGE DISTANCE: N S&TABLE A, SHEETI
a' SEETABLEA. SHEETI 2-7/16"
LICK TYP., SHEETI CONC./CMU ANCHOR
DR NOTE 3, TYP., SEE ANCHOR
SHEET 1 PROPE LY SECURED NOTES & TABLE A.
UANCHOR •1-2-111e' 1XWO DBUCKTYP., SHEETI
EANCHOR SEE HOR NOTE 3', CONCRETE
&TABLEA, CONCRETE SHEETI OR CMU P TEMOR
a SHEETI OR CMU ERIOR PERTABLE n_
PERTABLE A,SHEET I V
%' MAX. SHIM -� L-- A. SHEET I v 1IV MAX. SHIM lie MAX SHIM
041)4fi 16PJ
C .. OFMrH. nM6
Builtlmg o
NOA-No. � 77.0420.12
EDGE DISTANCE: Exylra6on Data 02177/2020
SEE TABLE A
SHEETI
CONCRETE
OR CMU
PER TABLE
A, SHEET 1
eao-no�NTS113 H 221PGTO1301 221PGTO130
`111111111 /)1
��<
�.: N.. 567055
v I
s7dre�
10NAL Po
A LYNNMILLE0., P.E.
P.E158T45
I
INSTALLATION DETAILS
NOTES:
DIMENSIONS
ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REQUIREDATALL
2.693'MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
TO PREVENT
WATER
'�..r,
SHEET FOR
WOOD FRAMING TABLE A. SHEETI
P-HOOK MOUNTING ADAPTERINFILTRATION
CONCJCMU
TI
ILLUSTRATIVE
WOODANCHORTYP.,
ANCHOR TYP., SEE
PURPOSES ONLY. SEE
SEE ANCHOR NOTES
2e
ANCHOR NOTES&
TABLE A,SHEETI FOR
EMBEDMENT.
& TABLE A SHEET 1
„''
ALL APPROVED
SEETABLEA
SHEETI
(ALSO SEE TYP.
I{ ILLUSTRATION. SHEET 9)'^'''-",'%
GE DISTLE ANCE
7.714'MW. EDGE DISTANCE
SUBSTRATES.
—ESE DISTANCE: SEE
��. •- �` ••
Z,
,"',:,'",
3. SEE TABES
SHEETS&A FOR
EMBEDMENT:
. _',_r �;
'.,--.q
zg rT
V
TABLE A. SHEETI
SEETABLEA
,- ,
'.,�,3r;;
'::
REQUIRED P-HOOK
AND P-HOOK
29
EXTERIOR SHEETI
:i-;: ^„I
ADAPTERCONCJCMU
MOUNTING ADAPTER
PHOOK WOOD ANCHORTYP.,
P-HOOK
, ..:, - ' •
ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
ANCHOR QUANTITIES.
SEE ANCHOR NOTES
CONCRETE OR•
EMBEDMEM: SEE
A. SHEET 1
ALSO SEE EXAMPLE
ON SHEET 9.
& TABLE A, SHEET 1
(ALSO SEE TYP.
2.683^MIN. CMU PER TABLE •
A, SHEET1
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
-
ILLUSTRATION,SHEET9)
EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18 #29 #22 OR 424,
®P-HOOK
.Iw PARTS#18 #20 #220R
#24.
WOODINS7ALLATION
EXTERIOR MOUNTSHOWN
CONCRETE/CMUINSTALLATION INTERIOR MOUNT SHOWN
(SEE TABLES IA, 2A&3A MAYALSOBEINSTALLEDIN
(SEE TABLES IA 2A&3A
MAYALSOBEINSTALLEDIN
FOR WATER RATINGS)
II4TERIORCONUMUN
FOR WATER RATINGSj
EXTERIORCONUMUN
METALTYP.,
P-NOOK MOUNTING
SEEANCHOR
P4i00KMOUNTING CONCRETEOR
EMBEDMENT: SEE
ADAPTER CONCJCMU
NOTE 4. SHEET 1; EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE
TABLE A SHEETI
ANCHORTYP„SEE
MIN. OF 3 THREADS TABLEASHEETI
ANCHORTYP.,SEE A, SHEETI
;,-
ANCHOR NOTES&TABLE
BEYOND THE METAL
ANCHOR NOTES,
`•x'._`"''"l'ri
is+�'.v:o•:.�.`si
A, SHEETI
(ALSO SEE 7YP.
SUBSTRATE
&TABLE A. SHEETI
70 (ALSO SEE TYP. EMBEDMENT:
. _
. ; e -:' ;,:,,,; ;.
ILLUSTRATION, SHEET 9)
PRODUCT REVISED
s pl ia9 with the Ploriga
gamma �eee
ILLUSTRATION, SEETABLEA,
SHEET 9) SHEETI
-
28
. 17.0420.12
EMBEDMENT:
ezplra9on p.[ 2/77/2D2o
E.'hii
SEETABLEA,
O DISTANCE: BEE
r
IN. EDGE DISTANCE
aP /%
SHEEi1
BLE A,SHEETI;.
Miam Product con rot
3a
30
P-HOOK EMS ANCHOR TYP.,
EXTEabR P4100K CONCJCMU
EXTERIOR
SEEANCHORNOTES
TI ANCHORTYP., SEE
`(1�
&TABLEA, SHEETI
V ANCHOR
NOTES&TABLE
(ALSO SEE TYR
2.693-MIN.
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2.693'MIN.
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(ALSOSEETYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
�11111111/I/
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®P-HOOK FOR USE WITH BOX
#230R #26.
SILL RISERS
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Kc PARTS #19#27
EXTERIOR'•6`
METAL INSTALLATION
EXTERIOR
CONCRETE INSTALLATION
P;
(SEE TABLES IA, 2A&3A MOUNT
(SEETABLE51A, 2AS3A
NTNT
ONLY
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•;
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DETAILS'Av1 &'Ac',� WIDTH INTERIOR
SHEETS 12 & 13
ryOTEg EXTERIOR
1) SEE SHEET 17 FOR INDIVIDUAL gg•
PANELCONFIGURATIONSGURATIONSAS PANEL PANEL
APPLICABLE.SEE DP/ANCHOR PANEL rypE TYPE PANEL CORNER &COO ER
L
PANEL HEIIGHSHEETS D WIDTH,
MAX. TYPE 'QS' 'AS' TYPE SHEET 19 E CORNER
PANEL HEIGHT AND WIDTH. SEE •q• •K' ANCHORAGE SHEET II ,
SHEETS 18 & 19 FOR SECTION NQM MAX. UNIT
DETAILS AND SHEETS I2-14 FOR MAX. PANEL % MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL f' WIDTHTYP. 9 DLO PER 'M', SHEET t9
2)(1) LOCK (ITEMS 75 & 107-110) AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR wTERICR
EACH LOCXSTILE, LOCKING INTO NOTE 2 TABLES 13 13
KEEPER (ITEM 103) AT FRAME JAMB JAMB DETAIL'G3% SHEET
ORASTRAGAL. iB; INSTALLATION DETAILS
ASTR GAL&INAPPLICABLE
ASTRAGAL &INTERLOCK X X X 'GW &'Gc•, SHEETS 12 8 13
COMBINATIONS PER DP/ANCHOR
TABLES. S- 90, DLO WIDTH =NDM.PANEL WIDTH -1
SILL DETAIL'D', SHEET 18; f DLOHEIGHT=DOORUNITIT HEIGHT
T-1.86
INSTALLATION DETAILS PANEL HEIGHT =DOOR UNIT HEIGHT- 1.866'
EXAMPLE 90° INSIDE CORNER 4 PANELS -XX/XX
'DW 8'Oc', SHEETS 72 & 13 x�� SaICONE HOT -MELT BUTYL
�I�.TI STFiSILICML
SILICONE STRUCTURAL A\ VT. SILICONE 3/16.wM
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NTH
NT
WITH OEBICCANT DESICCANT
X 1.1/2'
SMS
PANELCORNER
DETAIL
FRAME CORNER
DETAIL
PartN
Description
Material
124
Komltreding 4SG TPS Spacer System
gee this
125
Quanex Super Spacer nXf with Hot Melt Butyl
Sheet lGr
126
Quan= DUreseal Spacer
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127
Cardinal )a. Edge Spacer
1'
A
EXT.
CERT, GFAU/M 9IDIM
PRODUCT REVISED
mPlYing BH No Florida
INT. GLASS INT. GLASS
Building Cade
NOA-No. 17-0420.12
1s< KODISPACE 4SG TPS 9 SUPER SPACEO NXT"
Expirations ba zM7/2020
ALUMINUM
By F
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REINFORCEMENT ppLylSp DESICCANTFILLARFA
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CONFIG. EXAMPLES
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SHEET 18; INSTALLATION
DETAILS'GW &'Gd,
S af3
SHEET 19
ASTRAGAL HEADER DETAIL'A', SHE
DETAILS 'LT & 18; INSTALLATION DETAI
L2, SHEET 19 'AV VAC, SHEETS 12 &
HEETS I2
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
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SHEET 15
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0
x
JAMB DETAIL'03', SHEET 18;
ON DETAILS'GW &'Be'. SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18'.
INSTALLATION DETAILS'AW
SHEETS 12 & 13
C.
T
HT SILL DETAIL
2 'D', SHEET
ES 18,
INSTALL
DETAILS
'D.. &'Do'.
SHEETS 12,
&13
90°
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TYR
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x
a
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MAX. UNIT WIDTH
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SEE FRAME &
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
'DW
EXAMPLE: 90e OUTSIDE CORNER -XX/XX (2-TRACK)
DETAILS SHEET 15 2-TRACK & TIC', SHEETS 12 & 13
JAMB DETAIL-11% SHEET 18;
ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19� ,'1
INTERLOCK DETAIL'M%SHEET 19 'Id', SHEETS 12&13�
1 u 'HEADERDETAIL
B', SHEET IB;
1 -
r •_:
JETAIL'H2', SHEET P-HDOK DETAIL"'&'K'.SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW', INSTALLATION
DETAILS 'BW&13C'.
JAMB DETAIL'12', SHEET 11; INSTALLATION
DETAILS'IW 8'Id, SHEETS 12&13
'IiW 8'Hc', SHEETS 12813 'Jc'.'Kye&%(o, SHEET 14
SHEETS 12 & 13
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NOTE 2
TABLES 1-3
qZ II
HEIGHT
SHEET 16
G
X
EXAMPLE: OXXXp SILL DETAIL 'IT,SHEET I8;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EvJ &'Ec', SHEETS 12 8,13
f0i0TkTAlNOLlH1YDRIVE
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(B11)160.1FL4
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JAMB DETAIL'G3'. SHEET
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'GW &'Gc, SHEETS 12 & 13
In INTERLOCKDETAIL
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GO- OUTSIDE CORNER
DETAIL 'Ni'. SHEET 19 &
CORNER ANCHORAGE
SHEET I1
INiEAIOR
Ex ..I R NOM. PANEL
WIDTHTYP.
PERTABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'GW &'Cc', SHEETS 12 & 13
PRODUCT REVISED
pa complying-I-'.o Florida
6eNEln9 Cc-T
NOA-No. 17-0420.12
,hlire7fpl Exphatlon Date 02H 712020
C
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EXAMPLE: XXXO SILL DETAIL-P. SHEET 18,
(4-TRACK BY-PASS) INSTALLATION DETAILS
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SIZES& DESIGN PRESSURE.
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ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J
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AND ARENOTAILS TO LE.STILES
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HER
(AND ERHER
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EXTERIOR(#119)OR INTERIOR(#120)CORNER
rI—L
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ON SHEET 16 12t
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k/ C3
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MAX. UNIT
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TABLES 1-3
42�4-TRACK
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18 x 22 1 PGTO129
PRODUCT REVISED
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NOA-No. 17-0420.12
Evpimnon mm 02/17/2020
No. 56705 .'-
C
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P.EJU70
ASSEMBLY DETAILS �
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SHOWN,
(STANDARD STILE)ALSO
B)
STANOARDASTRAGALLi
WITH STANDARD STILES 460
EXTERIOR BOX' ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(SWIITTHH HEAVY-DUTYY8TILESVUl
EXTERIOR BOX ASTRAGAL SHOWN
(BOX-0UT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
GO- OUTSIDE ER
Nt 2-TRACK SHOWN
N2 2-TRACIKSHOWNER
APPLICABLE SEE TABLES
DP
'13 SHEETS BATED IT
(PSF)ASSOCIATEO WITH
STILES.
6135' OUTSIDE CORNER
01 2-TRACK SHOWN
cmr.avwrx.nesee
INTERIOR
l EXTERIOR
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FRIES 770ALUM. SGD -
sco-77o NTS 19 122
QINTERIOR
PRODUCT REVISED
mplYlnp with the Florida
Bulldln9 Cotla
NOA-No. 17.042D.12
Gpiratlnn o.u,02/17/2020
* I No. 507M
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Description
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617311E
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3
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11
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12
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16
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15
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19
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20
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44
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NOTES:
1) ALL ALUMINUM = 6063-TS
2) ITEMS # 33-39. 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 EMS OR 3116" MASONRY
ANCHORS @ 2W MAX. O.C.
PRODUCTREVISED
Du comp1lZo80wi1M1 lM1e Flori#e
740A-Ne. 17-0420.12
Eapira0en Date 02117/2020
p *.i No. 58705
Coo ofAUIIL/]BMd 1 II I l-F+l ocnrr-�..vru...n,. .....� �... ......._.
A. LYNumm P.E
vaaewr__mae_ � �sOS7ro MS 20 +22 PC410190 0 P.Es5B705
5.089" 8.682'Q' �I(I I(�j
OJWu 1.271" 1.505
fT
0.081" 1O2-TRACK HEAD 10 4-TRACKSILL
(8083-TB AL) (6003-TB AL)
1.211"
0.F,7TF1-i081"2-TRHEAD W1 SCREEN TRACK
(6063-TO AL)
6.526°
0.080, —f
1.505'
FLF
O9 3-TRACAL
KSILL
(6003-TB )
7.105"
6.221"
0.080"
1.505'
1 211'
0.081'
O3 3-TRACK EAD
O6 2-TRACK SILL W/SCREEN TRACK
(6063-T6AHL)
(8063-T6 Al)
9.142"
4.49"
--� 0.080°
1,2 11, 1.5106,
1
0,081' O4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (8063-T6 AL)
+ 1.514°
1.260'
y 0.060°
OFRAME HEAD/JAMB SCREEN
ADD -ON
(6063-Tli AL)
SEE SHEET 17 FOR SILL RISERS,
0.062'
0.537
1.5t6
FRAME SILL SCREEN
3 ADD -ON
(6063-T6AL)
REQUIRES MIN. 410 SMS
ORW18"MASONRY
ANCHORS @ 24- MAX. O.C.
0.060"
0.780"
1.990"
FRAME BILL SCREEN
13 END ADD N
(8063-T6AL)
REQUIRES MIN. #10 SMS
OR 3/4V MASONRY
ANCHORS @ 24° MAX. O.C.
HV Wl FL9
M11/f9W600
6"
18 3-TRACK JAMB
(6(63-T8 AL)
XTRUSIONS
ERIES 770ALUM. SOD - LM
a
scu�ro NTS 1 21 v 22.
1.872"
0,062'
1.019°
0.081",
SCREEN
STILE
(6063-T6 AL)
5.069'
r — LOW
1993'.0.062"
14 2-TRACK JAMB
45 TOP RAIL
(6063-T6AL)
(0063-T6AL)
pI�F� 0.876'
1.993' III
i 0.062"
SCREEN
46 BOTTOM RAIL
T6063-T6 AL)
PRODUCT REVISED
6RI141mplyi Jowith the Florida
NOA-NR. 17-0420.12
E phaln a 0ata0217/2020
tH . No, SB705
17 4-TRACKJAMB
(6063-T6AL)
M A.LYNNLIILLRRE.
PGT0130 Q R,E 55"S
0.718" 0.83" 3.802'
-'j 2.304"
I I 3.802" 0.752' -+{
0.762• LI 0.885'
0.574' 0.786°
0.06 U 0.080 0.075" 0.062° 0 {
JJJ 0.233"
P-HOOK MOUNTING P-HOOK SCREW
OO FRAME
SCREW COVER 11 ILL
xe P-HOOK 28 ADAPTOR 29 COVER 0.0B0' 30 P-HOOK FOR BOX RISER
(6063-T6 AL) (6083-TB AL) (6063-T6 AL) (gOg3-Tfi AL) (606346 AL) (6063-TB AL)
.155' 2.30" 1.488°
0.080' 0.830°
.016° 1.974'
2.44"
a1 135• CORNER ax 135° FIXEO MOUNT
(6063-T6 AL) (6063-T6 AL)
0.075"
1,645"
0.726"
W STANDARD ASTRAGAL
(8063-Tfi AL)
9'
0.062"n126,
00
so STANDARD STILE
(60(3-T6 AL)
4"
0.733° ,I1�.6I(00
e1 HEAVY DUTY STILE
(6063-T6 AL)
739' -1
m1.88
8"
82 INTERLOCK
-A TER
(6063-T6 AL)
- 3,979"
4 III"
0.062' 1.304' 11 1.050" (�-- 5- 1.050"
0.075' a
7.695'
,81V .485
045"
0.281' GLAZING 7H6•GLAZING 9116"GLAZING
O63 HEAW DUTY ASTRAGAL BB TOP/BOTTOM RAIL 70 BEAD I.G. 69 e1
(6063-T6AL) O(6063-T6AL) O-�� OBEAD. FIXED BEAD
(6063-T6 AL) PANEL CLIP (6063-TB AL)
(6(l63-T6AL)
ePANEL
1.03°a"0.0_I.0.709°2893" 1.498" 0.133' 1.498"
(6063-TB AL)
0.080"
.550" � 0.883
0.709" 143 FIXED PANEL 5.821'
-� RETAINER 7/8' 2.826'
0.080" -^I (6063-78 AL) 719 90° OUT610E CORNER ASTRAGAL
FD(EDPANEL . 11890° CORNER RECEIVER (8063 T6 AL)
108RETAINER9116° (6063-T6AL)
(6063-T6AL)
OEM.OFA9TN&Ws
InGDJ7p
5.621"
0.133°
120 Or INSIDE CORNER ASTRAGAL
(8063J6 AL)
22 122 1 PGT0120
0.325"
0.062°
OINTERLOCK
ll5 SCREWCOVER
(6063 78 AL)
PRODUCT REVISED
pl Iaa M....he PladJa
BUIIEine fade NOA-No 17-0420.12
Expiration Date 02/17/2020
�, ! No. 68705