HomeMy WebLinkAboutNOAMAW MIAMI-DADE COUNTY
L'a": m ® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w w.miamidade.gov/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "W " Aluminum Sh me ass oorrw 140 & 13 corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATIN :Large and Sm I Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA 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# 15-1013.15 and consists of this page I 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.
O 0.16 0624.0
xpiratlon Date• Feb, ta. (12tt
Approval ate: August 04, 2016
01pvt�, Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
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 under NOA No. 14-0123. 10)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
Jorge K Plasencia, P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coNiNuED)
4. 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 Reports 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 FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
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. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
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. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. Statement letter of conformance, complying with FBC-51 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0728.11)
G. OTHERS
1. Notice of Acceptance No.15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135' comers - L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
}?-3 Approval Date: August 04, 2016
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR
I INCLUDING POCKETS & 9001135' CORNERS
GENERAL NOTES
1) GLAZINGT'PE 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 WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELOO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT
FLORIDA BUILDING CODE, AS APPLICABLE.
TEST REPORTS: FTL.5980, FTL5093, FTL5001, FTL-8014, FTL5015, FTL-6017, FTL3022. FTL-6023,
FTL-6024, FTL5025, FTL5028, FTL5031, FTL5033, FTL-6036 AND FTL-7554
Group
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MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
I '•P-HOOK INSTALLATION REQUIRES 2.697 MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1) FOR CONCRETECMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO
ANCHORS. SEETABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-112-THICK OR GREATER IX AND 2X BUCKS
WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,
DESIGN PRESSURE RATING IMPACTRATING
SEETABUESI,2630N I RATEDFORLARGE65MALL
SHEETS B,]68 MISSREIMPACTREEISTANCE
STANDARDS USED:
;N14 RORIDA BUILDING CODE (FBC). SIH EDITION
-ASTME130000
.MSVAF&PA NDS2G12 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL ADM-2010
.AISI-SlW 71S2-Ato
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GENERAL NOTES.............1
EXAMPLE CONFIGS..........
23
GLAZING DETAILS ......_....
4.5
ANCHORAGE .....................6.14
DESIGN PRESSURES.......65
INSTALL DETAILS ...... .......
12-14
ELEVATIONS._ ..................
16,16
PANEL/SILL TYPES.........
17
CROSS SECTIONS ............
18.10
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
'T"=TEMPERED
'PVB' =.09W BUTACITe PVB BY KURARAY AMERICA. INC.
'SG' =.09V SENTRYGLASY' BY KURARAY AMERICA, INC.
sGD.m I NTS 1 1 - 22 1 PGT0130
NDA-Nu. 16-0629.06
E-p1m6on Dote02/17/2020
By
Pmtluek GanVP
j �1yq LY�sTNN (p&
VCENSp '•. FAD �
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No. 5905
��•'., STATE OF Y(/�
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
MAX. UNIT
WIDTH
III-
LOCATIONS USING DETAIL'JW",'Jc','KW'OR'Kc'INSTALLATION.
EXAMPLE 4-PANEL X)OOC N POCKET (p) CONFIGURATION CAN BE
NOM. PAN
PER TA
NON. PANEL WIDTH
PER TABLES 13
C.AN BE OXCXXp.OR XXXXpI OXXX IN POCKET CONFIGURATION
EL WIDTH
I
7
MAX. UNIT / a
HEIGHT
PERTABLESI-3
rode* I
1-PANEL t
CONFIGURATIONS
MAX. UNIT
HEIGHT
PERTABLES 13
MAX. UNIT WIDTH
NON. PANABLES TH t s NOM.PANEL ES1-3
IDTH
PER TABLES I-3 J\ _ PERTABLE513
to
MAX. UNIT t t
HEIGHT e
PER TABLES 13
J�
r
t
I
Ida MAX UNIT
HEIGHT
I fu ks'� PER
12@ TABLES I3
PoutEr
J
�'
I
L
3-PANEL CONFIGURATIONS
1 � 3
0&MINN�13.1(!�l�A
_ iY7fFlieA ikl V.-!6
Eli
iceNN��',.��mINSm iD
5-PANEL CONFIGURATIONS
NRS im
mom
POGYET
C9R.OFAIIlll P88l
MAX. UNIT W��IDTkkH
`b/.L3/3
1B 19
19 IF
tB s
_4r PANE�CONFCCGLJ3�
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX.. U .
HEIGHT
PER
TABLES 1-3
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X'=OPERABLE PANEL,
'O'= INOPERABLE PANEL,
'p-=POCKET f—OETAILLETTER
m?,—W = WOOD OR METAL INSTALLATION
® 'd=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH - NOM. PANEL WIDTH -T'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.868'
/ SLR
/ uon
/ zn
5!m
CORNER, TYP. L—
(OUTSIDE CORNER SHOWN,
5am INTS1'2>22
PRODUCT REVISED
BUIIEIn9lYing Iq the Flodtl
NDA-Na 16-0629.06
eaptrouon P9te02/1712020
By
Mla ProEud nlmt
icj-
A pPPE.
P.EA 5=8]G5
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 13
41T
MAX
HEI
96' OIjR 120'
J�
MAX TESTED UNIT WIDTH =
365-7/16- @ 96' HEIGHT
300-1/4' @ 120' HEIGHT
t
l Fm-
I
¢Q�'l iL'1
t���iLl
6-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NON. PANEL WIDTH
PER TABLES 1-3
I
MAX.UNIT 1
HEIGHT
PER TABLES 1-3
m
m
�
icvi
m
Ii
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT i
PER TABLES 1-3
J�
4Pumm;imm'MiaA
v,T87fC oG—rip
m
m
m
m
�-7
fmFl
m
�
imll
f�F'1
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8-
CONFIGURATIONS
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Sr
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CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JW,'Je.% OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE
pX)00(p, PXXXX OR X)OXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90' & 135- CORNER CONFIGURATIONS GAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X' = OPERABLE PANEL,
'0'= INOPERABLE PANEL.
'r a POCKET
DETAIL LETTER
W = WOOD OR METAL INSTALLATION
Y'=CONCRETE INSTALLATION
LSHEET NUMBER
OLD WIDTH =NOM. PANEL WIDTH -7'
OLD HEIGHT = DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
REVISED
IN N. R—ld.
E I.fi.a0at.02/7712020
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PLUM. SGD-LM IMPACT
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PGT0130
B
P£ ENOS
GLAZING DETAILS (G3 G3A G4 G4A G5 & G5A)
7/16' NOM. 7/16° NOM. V NOM.
316"HS GLASS3/16"HS GLASS 3/16'aSOGP SS
G, LASS
3/16'HS 9GLA33-- .090'SGS 74 316'AIRSPACE T6
M 3/16' HS GLASS
Mill � 3G BITE- I
Penn i�� Am
"
7/16"LAM INATED GLASS, TYPE G3 jr7fA6" LAMINATED GLASS TYPE G I'LAMINATED I.G. GLASS, TYPE G5
9116' NOM. 9/16' NOM. 1' NOM.
3A6' HS GLASS
1/4' HS GLASS 1/4' HS GLASS .090' PVB
.0.. PVB .090' SG 3/16' HS GLASS
Ta 5H6'AIR SPACE
1/4' HS GLASSI 7< 1/4' HS GLASS--� .... _ ..
EXaTERIOR
3/4'N0SM. E%TERroR
GLAS
BRE a
31V NOM.
GLASS
SUE
E% RIOR
a
314' NOM.
GLASS
BITE
9/16" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE 135A
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
T=TEMPERED
'PVB'=.090' BUTACITE PVB%Y KURARAY AMERICA. INC.
'SG' =.090" SENTRYGLAS%Y KURARAY AMERICA INC.
I. SOD- LM IMYAU1
war
4 +22 PGT0190
NOA+1o. 16-0629.06
e"pl-u.. DmWe 02/177 2020
MI. 1 P.d..t ORRV"I
.. •'wI �nv,V i '.
+• et
A.L"NMILIZP.E.
Rum N
7/16' NOM.
1' NOM.
I- NOM.
3/i6' ANN GLASS
3A 8' HS GLASS
3fl6'ANN GLASS
,pg0' SG
.000' SG
3/16' ANN GLASB3li6°HS
GLAS
3/16' ANN3116'
3/6"AIRSPACE
74318'
AIR SPACE
74
T GLASSTGSS
-
B3EXTERIOR
&GLASS74
314'NOM.3/4'NOM.
124127
GLASSGLASS
BIfEBITEDR
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1" LAMINATED I.G. GLASS TYPE 36
1' NOM.
9/16' NOM.
i' NOM.
3116' HS GLASS
3/16' ANN GLASS
A90' SG
1/4' ANN GLASS
.090' SG
3/16' HS GLASS
.090' SG
3116' ANN GLASS
5H6' AIR SPACE
74
114-ANN GLASS
Tn
5/16' AIR SPACE
74
1/4'TGLASS
1/4'T GLASS
-
s2
33
33
3/4' NDM.
3/4' NDM.
3/4"NOM.
EXreRIOR
GLASS
12o-12
GLASS
12c127
GLASS
G3
BITE
BITE
BITE
EXTERIOR
E%TEROR
aB7
a 7S
79
65
ss
1" LAMINATED I.G. GLASS, TYPE GGA
9/16" LAMINATED GLASS TYPE 37A
- 1" LAMINATED I.G. GLASS TYPE G8A
GLAZING NOTES:
'ANN'-ANNEALED
'HS' - HEAT STRENGTHENED
'T° = TEMPERED
'PJB'=.090'BUTACITEPy(P'BY KURARAY AMERICA. INC.
'SG' =.090" SENTRYGLAS`9Y KURARAY AMERICA, INC.
1. SGD - LM IMPACT
6 o 22 7 PCT0130
ND, -No. 16.0629.06
Ea,"V.n OM. 02/17/2020
By
MIi�Prv�R uet Control
G;a.r,
,�. Design Pressure(DP) and Anchor quantities Required, (for all approved
conflgura0ons on Sheets 2 & 3)
For Comer esbegal anchorage on 90' or 135' comer unga, see sheet 17
Maximum DP for all sizes: +60 1 .60
(May be limited by Table 1A)
Unit
He t
Table applies to Glass
'7Dow
w
Types 3, 3A, 5, S4, 7, 7A 8
6g.7/B' 0 O
S DUO
1 79-70 D
8'
& BA and the Stile I Aamtgal
Are
Atm rGmup
Anchar Gmup
Anchor Gmup
types shown below'
1
2
31
4
1
2
3
4
1
2
1 3
1 4
1 1
2
1 3
1 4
Had $li
Y1
#
D7+1
6i+1
Cr+1
C4+1
(A#1
C4+1
+1
+1
C4+1
G4+1
to+1
Y
za
oio
Jame
e
e
a
e
a
e
a
B
e
e
e
a
e
e
e
e
PHlotls
6+7
eaT
6R
6a7
7+8
7+a
7+8
7*8
7+8
7+8
7i8
7+8
7+8
7+a
7#8
7#8
HeaN6iil
Ot+1
C441
C4+1
04+1
04+1
C4+1
C4+1
C4+7
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
30'
�1L0
Jamb
a
8
8
a
8
B
B
8
B
8
8
8
8
8
B
e
P-Dcak
6+7
6+7
6+7
6+7
7+8
7+8
NB
7+8
7+8
7«8
T+e
7+8
]+e
7+8
7+8
7+8
S
HeadISlg
G1+1
C4+1
r.4+1
+1
rAY7
(AY1
D1+1
C4#1
CM1
C1+1
01+1
04+1
(A#1
04+1
C4l+I
04+1
M.
p§HeacVSill
B
8
8
8
8
9
B
B
B
B
a
8
e
0
8
a
a.
6+7
6+7
8+7
6+7
7+8
7+a
7+8
7+8
7+8
7+1
7+9
7+8
7+8
7+8
7+8
N8
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C9+1
CA+1
C4+1
C4+1
04+7
G1+1
CA+1
C4+1
4T
8
8
B
B
B
8
a
a
8
8
a
88
a
8
B
6+7
fia7
6+7
0+7
7+8
7+8
7+8
7+8
]+B
T+8
7+B
7+8
NB
7+87+8
7+8
CO2
04+2
GH2
C6+2
CR+2
fA+2
('q#2
G+Z
C4+2
Gt+2r«2
G#2
G+2
C4«248°�B
B
B
6B
8fia7
6+7
5a7
6+7
711
7+8
7+e
7+a
7«B
7+6
7+8
]+B
7+e
7+6
]«a
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
NOTES
7) POSrTNE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER OP IS
60.0 PSF MAX WHEN USING THE 4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE IA.
3) 4', 3-1/4- AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Bill Heil lto Max. (+) DP
(Wear hrnmdm Rating)
Sil PoserXd9ht
(+) 0esign
(Flat or Bax, see
pressure, pal
Sheol 17)
Flush-1-12'
sse nde3
Low-2-1/2'
+46.67
Marlton-3114'
+60.0
X' •4'
+90.0
SEE NOTES 13
DLO WIDTH=
NOM. PANEL WIDTH-7'
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.126-
PANEL HEIGHT =
DOOR UNIT HEIGHT-1,866'
OH LENGTH
OH RATIO a 1
Oil RATIO - OH LENGTH
OH HEIGHT
Straight Astragal
Locksme@
90-tagal
A
lo clumle9
25-Astragal
Lmlktil-P
Interlock
P-hook
Lxkstile@Jamb
Assembly
Straight Astragal
Assembly
go -Astragal
Assembly
135'Astngal
SdntlaNStiles
Standard Stile
Standard Sale
Standard Stile
Standard We
HeaW-duty5tile
Heavy-duty Stile
Heavy-duty5tile
IleaW-duty5tile
Standard Astragal
Outside Comer
Onside
Come�3
trundle
Coma
e
�'CjI�,�s�`
Inside
Correr
Come,
Outside
Insidelde Correr'l
Corner
Part460 (e2)
Part 050
Pan#6O
Partno(Stile)
part q67 (Astragal)
Parta60
Partp61 (Stile)
Part4L38 (Comer
part p119(Out)
part p120 (in)
PartYSl(Sale)
Parts 431&N32
Parta61
Receiver)
(Com. & Fxd Mount)
coemc AURLlAi99I �— , I scam I NTS1 6 s22 1 PG710130
NDA-No.--- 1I6-0629.06
asplimmon oon/ntttoo0�0i21172020
ey
MlamFc�66 Product control
TABLE 2:
Design Pressure (DP)and Mes Required, (for ationeonSheeta283)
appNW. se cheat
Maximum DPfor 01ly sizes: +60/450
'all
FAm:horve,.1 11
For comer Bstngel vndwm0e an BObr 135' comer uNb, see sheet 11
(May M IImkM by Tabk U)
Ovm VM
HamM
Tede eppMs b Gass Types
rue appear,
BD
&
90'
�`
102
1W"
119"
120'
ear, ], TA, BABA
0& IB' q.0
]S 18 O
lP 18• GW
8.9-116
DLO
91A/B'
Ct0
87.710'
0.0
10& 18'
OLO
f04]IB'
q.0
and fhe Btlle
/ PaVa9L
tyPsv
Moror
Group
Ancbar
Gml.
ADGror
GmuD
AncrorG
Aramr
Group
Antler
Group
An[mr
GYaup
Arrc arIXwp
9hovm
Dew.
1
2
3
4
1
3
3
d
i
2
8
4
1
2
3
4
1
2
"3
4
1
2
3
4
1
2.
3
4
1
2
3
4
aN5111
UH
Gr
+1
Url
UH
+
r
♦
Gat
G+1
Gai
C4H
G+
t
Gat
H
Ga1
U•1
Grl
UN
a
N
G+
N
1
N
GH
G01
GN
Ga1
U+1
0
B
e
B
B
8
0
8
0
8
8
8
8
8
B
8
10
10
10
10
10
10
10
10
10
Id
10
10
10
ID
10
10
24'
OLO
&cob
6♦]
Ne
]+B
]+e
PB
].0
RB
7+0
1+e
7+8
7-8
7+8
]+e
B+9
8+8
B+B
Ba9
0+9
B•B
8+0
8+9
0a10
9+10
9+10
9+10
9+ID
9+10
B+fO
0+10
PT;
8+1
8H
B+
Gal
G 1
O I
G+1
G+1
Geri
Gr1
UN
GN
G+I
Gal
Gr1
L4+1
Clot
G+1
CI♦1
Ur1
Gr1
Gr1
U+1
G+1
G+1
GN
G+1
G+1
U+1
Gat
Od+1
HeadfSla
G+1
G+1
U+1
G+1
8
B
B
8
0
10
10
W
10
10
10
10
10
10
10
10
10
10
10
10
10
90'
DLO
Jmnb
8
0
B
0
97
B
7+0
B
7+8
8
7+8
8
F+e
8
7+8
8
7+0
8
7+8
748
7♦15
7aB
]+0
NB
8+9
a+9
&B
Br9
8+9
8+9
8+9
a+9
B+m
e+10
B+ID
I1+10
8+10
Ba10
9qD
9HD
P4aavk
Wad1611
e+]
G9+1
BN
GH
BR
Gr1
U I
Gal
G+1
Url
GH
GH
G+1
01+1
C4+1
Gal
04+1
G+I
Ur1
Gal
GM
G+1
UN
Gal
G+1
G+1
G+1
U+1
C4+1
G+1
U•1
Gat
04+1
Gat
C4+1
8
0
8
B
B
B
8
0
B
8
II
8
8
B
0
0
f0
ID
10
10
10
10
10
10
10
10
10
10
10
10
10
10
,NmC
A
NB
7+8
T+0
)+8
7+8
]+B
-8
i+0
T♦0
7+6
7+8
7+8
8+9
B+9
6+9
B+B
9aB
Br9
B+A
Bab
9«10
BNO
8♦10
9H0
BHO
8+10
&10
9r10
jA
Pdwvk
0+)
BN
er]
U+1
U+1
Gat
U+1
G+1
U+1
G+1
Gal
U+1
Gat
U+1
G+1
G+1
U♦1
G+1
Gat
oad
G♦1
G+1
G+1
Gat
C5+1
CSH
G+1
Urt
C8+1
G+1
y
PxaN81tl
Uai
G+1
G+1
8
NO
B
UN
0
0
8
8
0
B
8
0
B
9
B
0
10
10
10
10
10
ID
1D
10
10
f0
10
10
10
10
10
d 4r
bmb
B
8
BN
7+8
7+B
7+0
7+8
7+8
AB
7+8
7+B
7+0
]r0
i+B
He
B+9
i7
B+a
Br9
8+9
&9
&B
Br9
Bag
9+10
9+10
M10
9+10
9♦ID
9+f0
9+10
9+f0
Pdvvk
0♦T
Bq
Wi
U+2
Gr2
G+2
G+2
U+2
O4+2
C4+2
U♦2
Gr2
G+2
G+2
G02
G+2
U+3
CA+2
Ga2
U+3
CSa2
OBa2
CA+2
G+2
CS+2
IXH2
tSr2
CSa2
=♦F
OS+2
Haah.ak46 O
G♦2
G+2
Gr2
Gat
Uai
B
B
e
8
10
10
10
10
10
10
t0
10
10
10
10
10
10
10
70
10
Jamb
0
B
0
B
8
B
8
8
B
e
8
B
B+fO
9+10
9+10
8+10
9+10
W10
8+10
Piaak
BN
aN
8N
8+1
7+9
1+B
7+8
7+8
718
7+9
7+8
7+0
7+0
7+8
7+e
1+B
9+9
0+9
a+9
8+9
B+9
B+0
0+9
Bag
9H0
HBeN5111
Gat
G♦2
Gr2
U+2
Gat
ON2
Ga3
Uai
Gat
Uai
Ur2
U♦3
G♦2
01+2
Gat
G+2
BC•
r
lamb
B
B
9
B
B
a
B
a
0
a
e
B
B
B
8
a
Not available In these sizes
P40vk
a+7
11
BN
8+7
7+8
h8
AB
T+B
7♦8
7+0
18
7+8
7+8
7a8
7
7+8
HeeQ511
Gr2
U+2
G+2
G+2
G+2
G+2
D4+2
Ga2
G+2
Ga2
G♦3
G+2
Ua2
DW2
a
C5+2
BP
'0.O
Jamb
8
e
0
B
B
8
8
B
B
e
B
B
e
0
8
B
P41aak
6+7
BN
6+7
97
]a8
]*8
7-9
7+8
PB
7+B
1a0
7ae
AB
]+8
h
7ae
I
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 16,67 PSF MAX. WHEN USING THE 3.1/4" SILL,
POSITIVE WATER OP 15 60.0 PSF MAX WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4'. 3.1/4'IAND 24/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE
SILL IS NOT AND MUST ONLY BE USED 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 DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AN EMBEDMENT INFORMATION.
6) DOOR SRE 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.
0 = EXAMPLE ON SHEEr9
Sill Height to Max. (+) DP
(Water Infillm#on Rating)
Sill Riser Haight
(+)DesUn
(Flat or SM. see
Pressure, per
Sheet 17)
Flush -1-V2'
as Dote3
Low-21/2'
+48.61
Me3ium-3-174"
IWo
High-C
+60.0
OH LENGTH
OH RATIO a 1
OH LENGTH
OH RATIO =
SEE NOTES 7-3 OH HEIGHT
o Fnw aoll URl v nFTAII S
THE FULLUWINli 511LC
5HDIrwunL
nrw annu oc
wcv 1..11.-,..
Straight Astragal
--- -1--- .--._
Lockstile@
._...... . _...._.
90+Astragal
.......... _ _.
Lo<kstile@
135'Asirogal
Lockstile@
Interlock
P-hook
Lockrtlle@lamb
Assembly
Straight AstrSeat
Assembly
SWAstragal
Assembly
135'Astlagxl
Heavy-duty Stiles
Heav/A.IVSlle
Heavy-duty501e
HeaWEDryStile
Heald -dory Stile
Heavydury Stile
Heavy-dury5tile
Heavy-duty 5nsI
Heavy-0uly Stlie
Standard Astragal
Outside Comer
outside
Inside
Camer
np I rr
'-a•-SsU�
�,�RJ
Camer
Insitl'�1
Co.maere, er
e
ko'lc Cor
Camer
Pad #61(x2)
Pad P61
Part#61
Part#61 (Stile)
Pa d So, IAstagal)
Part#61
Part#61(Stile)
Pad #118(Corner
part#]19(Out)
part 0120(in.)
Pad 961(SJIe)
Parts #31&932
Part p61
-.
Receiver)
I (Corn. & Fxd Mount)
5ro-77n 17JTS 1 7 s 22 1 PGTOI30
OLD WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
axplm6ee Da r,02/17/2020
ey
rococo a9 as
TABLE3:
Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)
Maximum OP shown below
F4(eamarasxegel enchomge an 90° or 135. Oomeru in. sea sheet 11
(May lb IMOetlby TeHa m)
DoorUHl
Heart
Table
applies
to
ass poi
fho Stile I
so, B4' 90' 96"
6?7l8" DLO 3 !e' OLO 1 ]4]!8' DLO 1 '.OLO�
a 1/8'
/ 91d/0' DLO
100'
8,
W. 7.
Aunx;al
7A, 8
typase
Sh mtl
evm
<Dm Group Anchor Group Anchor Group mhor IWp�`•
Arxna,Group
nc orGroup
—TT-2
1 2 3 4 1 2 J 4 1 2 3 4 1 2 3 0
1 1 2 1 3 1 4
9 1 4
Deal Rassure
0 f
GM GN C441 OHt Gaf Gal CH1 C4+1 U41 UN 04+1 GN Ga1 G+1 G+1
2 pa
Wl C4+1 1:4a1 C4a1
-1-7&0 Par
U+1 Gal U+1 C4+1
20°
11'
H.&SIR
U41
e 0 8 B 8 8 8 0 B B 8 B
10 10 t0 10
10 10 10 10
DLO
Jamb
B B 8 0
7+0 7+5 7+0 1+8 1+0 740 7+8 T+0 7+8 ]+8
0+9 8a9 Bag 849
8+9 8+9 849 8+9
p.Dctlt
6+T 6+7 6+7 6+7 7+5 7+8 1 1 1 1 1
4/-625 Pal
+/-T5.0 st
coal, Prsaame
a/50.0 /
C4+1 Gat C4+1 G+1 G+1 G+1 C4+t C4+1 001 G+1 U+1 U+1 Gat U+1 G+1 G+1
G+1 C4+1 C4+1 U+1
C441 +1
Uat C4+1 G
30°
23-
Heed'Sil
B B 0 0 B 8 e B B 8 B
10 10 10 10
10 1 101 10 10
c
DLO
Jamb
8 0 a B 8
718 ]+0 ]+8 7+8 7+8 ]+0 7a0 7a8 7aB ]+0
B+9 8+9 Bag 8+9
8+9 6+9 849 B+9
P-hads
6+7 8+7 6+7 6+] ]+B 1+8
a/-W.OPaf
41412.5 Psf
aATSO Pat
Oealgl Pres'vs
G+T Ga2 G+1 G+1 G+2 C 2 Gat G+1 C5+2 C5+2 U+1 U+1 C5+2 C5+2
G+1 C4+1 C5+1 C5+1
G41 UN C5+1 r5n
n
2T
HeaN3111
C4+1 U41
B 8 0 8 8 8 e 8 0 8 10 0
10 10 10 10
10 10 10 10
'�
DLO
Jamb
B 0 8 8
]+a ]+0 7+B T+8 ]a0 ]+B ]+B 8+9 Bag 0+9
0+9 Bag 849 Bag
8+9 8+9 849 8+9
P4gck
6+7 6+7 5+7 6+1]+B 74a
+/-BO.O paf
+IJl25 P.
+I. .O Pal
pesl(pl Pnaaaure
U+2 C6+2 C5+2 CS+2 C942 C6+2 C5+2 C6+2 06+2 C5+2 f6+2
C5s2 CSa2 C5+T C542
cZ+2 CB+2 CS+T C5+2
35'
HeaN9111
Ga2 G+2 C4+2 U+2 G+2
8 e 8 10 8
10 10 10 10
10 1 10 1D t0
4T
DLO
JanD
B 0 8 0 0 8 0 0 e 0 10
]48 B+9 BaB 8+9 848 8a9 0+9 0+9
ea9 B+B 849 Bag
8+9 0+9 0+9 819
P-ryook
6+7 1 7+8 1 7+0 1 7+8 ]+0 7+8 ]+8 7+8
+/-90.Opa/ See Ns!o'A'bobv��
+lET.6 pst
a/-]fi.O Pst
Dsslgl Pressure
G+2 09-2 C5+2 G42 C5+2 05a2 CS+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5$7 CS>2 6a2
2 G6h2 C6+2 CW2
C5+2 C5+2 G+2 C6+2
�,
HeadSN
G+2
e e 10 B e 0 ID 8 ■6■ la■ ■tOx ■01
�10 f0 - 10- 10
1D 10 10 10
8 0 e 8
0+9 8t9 8+9 B+9 8+9 Bag B+9 18+9! 941 9+]
JemD
9
9a10
9+10
9+10
0+9 9N0 9+10 9+10
P-hook
6a7 7+8 7%— ]+8 ]+B
.. _, nnn nevenvlY eec NCFCd da
RfiA
TA nRaAt
+/-B].1
FOR GLASS TYPE]
YUK CJWMrLC VIV Voirvv ,n.aw,��..••��••---
'
NOTES:
i) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER
NOM. PANEL WIDTH -7'
OP IS 60.0 PEP MAX. WHEN USING THE 4° SILL. POSITIVE WATER OR IS 90.0 PSFMAX(NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3)4',3-1/4-AND 2-172' SILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS THE I-11V SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125"
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.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
DOOR UNIT HEIGHT- lass"
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.
THE FOLLOWING 5RLE&ASTRAGAL
Interlock
P-hook
l YPhs3HP&LDe
Lockrtile@Jamb
weU UMiron=.+�«+��_"...,
51ra18ht AShagat
Aisembty
..-..
Lockstlle@
SVaightAmagal
..�.•^^•—,---_._.-_
90'Astragal
Assembly
lodDnle@
90'Astragal
135'Amragal
Assembly
lecks0le@
135'Amogal
Heavy -dory Stiles
Heald-dury501e
Heavy.duty Sole
Heavy-duty501e
Heavy-dutyA mgal
Healddlylfle
Heavy.duty Snie
OmKde Comer
L�ys�-�
-11
HeaW-duly5tlle
Outside
Corner
Insida
Comer
Heavy.dutysdle
Insl e
Come
Outside
Heavy.duty Stile
Inside Co
Corner
Part gbl (x2)
Pan O61
Part p61
Part861(Snle)
Pad 469(Artragal)
Part#61
Partpllg((Camer
Receiver)
Partp119 (Out)
Part 0/20 (la)
PM 031(&F32
(Corn.&Far] Mount)
Pan 961
eea tKADlx/A@N
�0 I s00a]0 I MS I E> 22 I PGT0130
Sin Height to Max. (+) DP
(Water Inilmolon Rating)
fill Riser Heyht (+)Dean
Flal or Box, sea pmssure, psf
Sheet 11)
OHLENGTH
OH RATIO 21
ON RATIO= OH LENGTH
OH HEIGHT
xoAHiu. 16.0629.06
E"Indlon Data 02/17/2020
By
MUm-0 I ...
t iiomuml
i
NOFRAME 7*8'P-HOOKANCHORAGE CONSISTS OF: SEE'C5-CLUSTER
[NOTE
E JAMB (7)P-HOOK ANCHORS, SEE'CT CLUSTER MAX UNIT WIDTH DETAILS, SHEET I0
`:-. REQUIRED@ (PERPENDICULAR TO GLASS SEE -CT CLUSTER DETAILS, FOR ASTRAGAL
CE DETAILS, SHEET 10 FOR REQUIRES'OF SHEET 10 FOR INTERLOCK
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 24" MAX. O.C.
INTERLOCK CLULS.SHEEES POCKETS AND 60° NOM. 1
DETAILS, SHEET 11 _
SHEET
SEE POCKET (8)P-HOOK I--______-_
JAMS
x \
xx
PANEL WO7H
/x x .x
xxxx
MOUNTING
" x
x
x
INSTALLATION, ADAPTER
x
x
THIS SHEET ANCHORS MIDWAY
7MAX.
$SHEET I4 BETWEEN P-HOOK ioI
• ANCHORS S AT 3" i1
I
o
I
x=FRAME
e6•
ii.
1 FROM TOPE I ®i
BOTTOM $ IV
o
ANCHORS
UNIT
4.051•
•
Izi MAX.
".' MAX. TO OPENING iho
O.C.'
®I
14•MAX OX.
po=P-HOOK
HEIGH
EDGE OF POCKET SEE I$$
INSTALLATION
O
ANCHORS
°I
DETAILS'Jc S'Kc, imkg'
PANEL SHEET 14 & PART i � aq I ®�
TRo=P-HOOK
P
MOUNTING
END
ANCHORAGE DETAILS'S & W. I a j j
I
o T MAX.
ADAPTER
24'MAX
(2ANCH0RS) SHEET 19 FOR j 4--Ve_1
I0
ANCHORS
O.C.
P-HOOK L--___8�
l
R.Z'xx
"r2• ANCHORS END PANEL
ANCHORAGE
xI xL'
J•.2•
x
x
ANCHORAGE
JL
�v2"""2'
(SEESKETCHBELON)
CENTERLNE B•M
ANCHORAGE
ANCHORAGE ANCHORAGE gNCHORAGE
24"MAX
OFPANFl7
EXAMPLE: 6FANEL, 2 TRACK 90° OUTSIDE CORNER- O- EXT. MOUNT POCKET ANCHORAGE PLAN:
2'�•
O.C.
6V x 96" NOM. PANELS. ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET T)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED
I
2) ANCHOR LOCATION SPACNGAFOR ANCHOR QUANTITIES SPECIFIED IN TABLES I-3 SHEETS6-8:
CENTERLINEOF HEAD S SILL: W MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM
21"
60"
INTERLOCK APPROPRIATE TABLES, SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHTAND CORNER
MAX
NOM.
a)
ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
O.C.
PANEL
SEE "CT CLUSTER
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24. O.C. MAXIMUM.
WIDTH
DETAILS, SHEET 10
FOR ANCHORS AT THE OF ARE
PANELSTHE
'ANCHO AG D.C.DISTANCT E NE TANCHOY
E .C. OTHERWE
"@•ANCHORAGE REQUIRECLUSTER
�3.5'
E ANCHORS ARE NOT
CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT
IS OVER
6' MAK
REQUIRED AS PER THE FIGURE AT RIGHT:
EXTERIOR
5.64"
CENTERLINE JAMBS & P-HOOKS: 6" MAX FROM BOTTOM, 21"MAX ANCHOR PAIR O.C. (JAMBS), 14 MAX ANCHOR �2 TRACK
'0F PANEL O.C. (P-HOOK) UTIL17JNG ANCHOR QUANTITIES FROM APPROPRIATETABLES, SHEETS 6.8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
+2'ANCHORAGE SEE'C5'CLUSTER END PANEL
REQUIRES CENTERLINE CENTERLINE
DETAILS, SHEET 10 ANCHORAGE
r C6"CLUSTER. SEE I_OF FORASTRAGAL OF (2ANCHORS) B.
/ DETAILS, SHEET 11 1 INTERLOCK ASTRAGAL MAX F�—
I
L CENTERLINE •+2'ANCHORAGE—/ Lam, CENTERLNE '+2^ANCHORAGE-�
OFPANEL 3 I OFPANEL 4 OF PANEL 5
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
LMAJIIH iffim I �Js I Smxm I Al7uT 9 a22
4 PAIRS OF
ANCHORS
(TOTALS
21"MAX. ANCHORS)
O.C. PERJAMS
DETAIL
BELOW)
6"MAX
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK
mvHln wIN 16e Flodda
eunaing God: 16-0629.06
Non-xo.
EXII.C. oa/1n�0211712020
9y
MiamLdadRPro4YC1 GOMmI
6
T
A IYNN NILLFILPC
P.EJSHNS
ASTRAGAL OR SPLICE LOCATION
INTERLOCK --I IF NEEDED
CENTERLINE I
°
V
2-TRACKFRAMEHEAD/SILL
N ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. TA')
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION I I
2041
INTERLOCK�i CONDITION, USE INTERLOCK--f`IF NEEDED 2A4• -
CENTERLINE '06'CLUSTERDETAIL) CENTERLINE I
1.75' EXTEROR
7• 7• 3.5° 21'
4^DIAG M L
O.C.
2.D4' 204' A
5.64• Mwc.
7- 3.5• O.C.
E%lE'WOR 4• DIAG. 7° E%TERIOR
V 7 8' MNC TT
2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL
p ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 2 TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6• MAK
ANCHORS ARE REQUIRED,'C51 ANCHORS ARE REQUIRED,'C6°) ANCHOR PAIR
T
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK-4�IF NEEDED INTERLOCK -^I CONDITION, USE
CENTERLINE I CENTERLINE '06' CLUSTER DETAIL)
3.5' 3.5^
204'
40S' 4.08'
6%TEROR E%TEROft 4'DAG. Ey_
V 7 7
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL
@I(UUTRAGALE 4 INTERLOCK {R�CLUSTER (USE WHERE 5INTERLOCK
5 CLUSTER
ANCHORS ARE REQUIREd,'C4') ANCHORS ARE REQUIRED."CS
ASTRACALOR L�SPLICE LOCATION
INTERLOCK-- IF NC-EDED
CENTERLINE I
E%iJE'RLpR
V
¢-TRACK FRAME HEADISILL
(, ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.'C4-)
ASTRAGAL OR II (FOR SPLICE
INTERLOCK—1 CONDITION, USE
CENTERLINE I •CO'CLUSTERDETAIL)
-� 3.5- (+
EX EnROR
v
2.04'
4.08'
1 ¢TRACK
ASTRAGALOR L SPUCELOCATION
_IIFNEEDED
8•DIAG. FRAMEJAMB
ANCHOR
INTERLOCK-1
-PAIR
�
ANCHORS MAY BE INSTALLED
21°
EITHER IN THE EKT. OR INT.
MAX
TRACK(INT. SHOWN)
W36"2.04'
O.C.
4•5.64•
NOTES:
1. ALL DIMENSIONS SHOWN
SMOR
ARE BASED ON MIN.
6°MAK.
ALLOWED.
3-TRACK FRAME HEADISILL
2. FOR HEAD OR SILL SPLICE
(G ASTRAGAL OR INTERLOCK
CATIONSlANCHORAGE AT
LOCOKGEE
(USE WHERE 5 CLUSTER
3-TRACKLO
FRAME JAMB
SHEET 9.
ANCHORS ARE REQUIRED,'C6')
ANCHOR PAIR
(FORSPLICE FOR SPLICED
ASTRAGAL OR CONDITION, DO NOT CONDITIONS ONLY:
rINTER.LOCc� USE THIS DETAIL) SPLICE LOCAL
l-- r E% T'mIop
4-TRACK FRAME HEAD/SILL V
(A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5'
3.5^ PRODUCT REVISED
pryrylng IN M. Florida
NOA413 Cada 16-0629.06
NOAJio. _
E. im9on Oalo 0211=020
ey
G. mmm ro uc coirtrol
3.5'
4-TRACK FRAME HEADISILL
Ld ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, •C6•)
WITH 8 WITHOUT SPLICE CONDITION
sGnm I NTS 1 10 1 22 1 PGTD130
+;7aE
2.04Z4-XRG
2.D4' IMEMOR 2.04" INTERIOR 2.04' NOTES:
ItT INTERroR 7° 1.ALLDIMENSIONSSHOWN
8.94' ARE BASED ON MINIMUM
4' DIAG. ALLOWED.
6.iT8.72' 3.5" 3.5" A2. LOWSDETAIS DEPICTANCHOR
INTERIOR T'INTERI INTEMOR 1 QUANTITY AND SPACING,
90° 3. " 1 EtnEMOR AND WOULD BE IDENTICAL
R t EXTERIOR 4'DWG. 4'OL1G. FOR EXTERIOR OR INTERIOR
—13.S 1—�y
J
2.04' Ext[woR /\l
00'CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,')
4'
4.08'
4'
2.04' r
EXIERIO
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5OR6 CLUSTER
ANCHORS ARE REQUIRED. "C8')
§zrx RwR
3.5' INTERIOR
7'
4.08"
CORNER CONFIGURATIONS.
3.5'
2.04' E%TERI 4
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'
iNTEMDR 4.08'
'di'ANCHOR 2.04° IV DIAG.
7A1'
3.5' 4' ` 3.5"
EXTERIOR 7" Ems_
90° CORNER 135° CORNER
3-TRACK FRAME HEADISILL 3-TRACK FRAME FEADIS
('C6" ANCHOR CLUSTER REQUIRED (°O6° ANCHOR CLUSTER REC
ATALL3-TRACKCORNERS) AT ALL 3-TRACK CORNEI
INTERim 6.12" iNfERIOR
L
4. RIOR
IR 90 135
1 6.12' 1 4 4' DIAG. \ V I I$1--�1 0.12'
EXTERIOR l-- r -' l
90-CORNER
4-TRACK FRAME HEAD/SILL
("CB' ANCHOR CLUSTER REQUIRED
ATALL 4-TRACK CORNERS)
4"DIAG. f� 3.5" I
EXTERIOR 4"
ALL 4TRACK CORNERS)
3
4'
EXTERwR _
�1�
2.04' r 8.94'
735° CORNER
2-TRACK FRAME MEAD/SILL
II__ CENTERLINE
(USE WHERE50R8 CLUSTER
I�OFPANEL
ANCHORS ARE REQUIRED.'C6')
'i2' ANCHOR
3.F
ExTERIOR CENTERUNE
OFPANEL
' 3°ANCHOR
CENTERLINE 204' 4'DIAG.
OFPANEL
INiE_j�Rlo ON •+2'ANCHOR 3.5'
�E TER�IOR VIEWS L7
V CENTERLINE
OFPANEL
4"DIAG 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
2.04"
HT 3.5'
CENTERLINE
OFPANEL
°t3"ANCHOR
2.04"
4.08'
FXTEMOR
3.5'
204' - CENTERLINE
�OFPANFJ
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
Em-nd I urs I ff • 22 1 PG70f30
PRODUCT REVISED
......199 IM me Florida
Bull4ing Cc4o
NO .. 16.0629.06
Eaahation Da/m 02/177/2020
By
MI3nd-Uf` d0"VmOucl Con4o1
INSTALLATION DETAILS
EDGE DISTANCE: JII
SEE TABLE A, SHEET 1
EXIEROR 2-1l16"' 1/4'
a MAX.
r SHIM EMERIOR
a T
1
SHEET 1
2XWOOD WOOD ANCHOR TYP.,
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE3.SHEETI &TABLE A, SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2XWOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 17 NOTE3,SHEETI
EXTERIOR _
�2-1/16'•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET I
62--TRACK FRAME SILL
On WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET ~
2X WOOD
EDGE DISTANCE:
TYR, SEE ANCHOR
SEETABLEA,
NOTE3,SHEEi1
SHEETI
2-1f18
WOOD ANCHOR TYP.,_t
SEE ANCHOR NOTESES
& TABLE A, SHEET 1
E% RIOR I
,D 1/4' MAX. SHIM ---�H
2-TRACK FRAME JAMB
Crx WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1
1/4'
o r $ SHIM
E%TEWOR
a r�
2XWOOD WOOD ANCHORTYP., METALTYP., SMS ANC14
TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEEANCHI
NOTE 3. SHEET &TABLEA.SHEETI NOTE 4, SHEET &TABLE A,
3-TRACK FRAME HEAD 4-TRACK FRAME HI
WOOD INSTALLATION (s METAL INSTALLATI
WOOD ANCHOR TYP., 2XWOOD SMSANCHORTYP.,
SEE ANCHOR NOTES TYP„ SEE ANCHOR SEE ANCHOR NOTES -
SEE &TABLEA.SHEETI N6TE3,SHEETI SEE &TABLE A, SHEET I/
ANCHOR ANCIIOR
NOTES. NOTE 5,
SHEET I SHEET
I
(1/4'MAX.) - J. (1/4°MAX.) T
E%TEPo R E%ERIOi L
2-1/16°' I <�32-1/16'•
EDGEDISTANCE: �^
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
S3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET 1
EDGE DISTANCE:
2X WOOD 9191
SEETABLEA,
TYP., SEE ANCHOR SHEET
NOTE 3, SHEET 1 t
WOODANCHORTYP.,
SEE ANCHOR NOTES -�
& TABLE A, SHEET 1
EXTEnRIOR
V 1/4' MAX SHIM
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4' 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
METAL TYP.,
SEEANCHOR
NOTE 4. SHEET
®4-TRACK FRAME SILL
T.v METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 --T
METAL TYP.,gEDGE DISTANCE:
SEE TABLE
METAL NP., SHEET
SEEANCHOR 1
NOTE 4, SHEET +
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
THREADS
E ERICR BEYOND THE
METAL
V SUBSTRATE
1/4'MAX. SHIM ul
DETAILS
• DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
OR 6-(JAMB) SEE
DETAILS, SHEETS 10 & 11
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET i
PRODUCT REVISED
pF comp In w11H<Ae Flodda
Bu641nB eO
HBA-Ile. 16-0629.06
upu,,u.n oab 02/17/2020
By
xmn,ws�ucl conwl
LYNN
D'�csws� :�Fq
NR. 50705
JR WW4 p� e" I ..� I ��® SB I NTSI 12 -22 I PGTO130 I B I-Reowms-- - II ��® SBOTIo I NTS1 fY -22 I PGTO130 I B I ..--veowms
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET
EMBEDMENT: SEE TABLE A. SHEET
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
T. ALL DIMENSIONS
CONCRETE
EDGE DISTANCE: SEE
TABLE A. SHEET? CONCRETE
SEE TABLE A, SHEET I CONCRETE
SEE TABLE A SHEET I
SHOWN ARE BASED
PERTABLE
2.1H6" PER TABLE
24H e— PER TABLE
2-1/11Y
ON MIN. ALLOWED.
A,SHEETI
A, SHEET 1
A, SHEET 1
1/4•
• DIAGONAL O.C. 13
EXTERIOR
•'.:.'1
.`'..''1
I
c
r MAX'
••::j
MIN 4" (HEAD 8 SILL)
7j'
r
r
SHIM
OR6'(JAMB)SEE
EMBEDMENT:
J
I
1/4' �I
L 1//44'X ROIR
�I
DEETAI'S, SHEETS
BEET
a
BEET I
SHIMMAX.
SHIM
PROPERLY SECURED IX
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED I X CONCRETE ANCHOR TYR,
WOOD SUCK TYP., SEE
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SH E7
AB ANCHOR NOTE 3, SHEET I TABLE A, SHEET ANCHOR NOTE 3, SHEET I TABLE A. SHEET
2-TCABhRESElN3TALl'AT
NCK IN�
FRAME
NC
10 CONCRETE INSTALLATION
CONCRETE INSTACK
LLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
TABLE A SHEET 1 AN
NOTE 3, SHEET I TABLE A SHEET 1
SEEANCHOR SEEANCHOR
NOTE 5. SHEET NOTES.
1(1/4'MAX) SHEETI
T (114"MAX)
EXTERIOR +- EMMOR
2-1/76" � 2-1/16"
PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX
WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
4NCHOR NOTE 3, SHEET 1 TABLE A. SHEET ANCHOR NOTE 3, SHEET 1
R. . I SEEANCHOR .w� 11u1 . . I
CONCRETE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: --F-�I A, SHEETI
SEEABLE A SHEET I PER TABLE SEE TABLE A, SHEETI PER TABLE SEE TABLE A, SHEET I J
EMBEDMENT: SEE TABLE A, SHEET I A. SHEET 1 EMBEDMENC SEE TABLE A SHEET 1 A SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAMESILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
0a IGl"JNCRETR'Gra .4T( CONCRETE INSTALLATION @CONCRETE INSTALLATION
TABLE A, SHEET
ET I
TABLE A, SHEETI
EMBEDMENT. SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
CONC./CMU ANCHOR
TABLEA,SHEETI
JI
TYP„SEE ANCHOR
PROPERLY SECURED
:'
EDGE DISTANCE: NOTES &TABLE A.
1X WOOD SUCKTYP.,
SEE TABLE A. SHEET
SEE ANCHOR NOTE 3.
SHEET 1
SHEET 1
CONC./CMU ANCHOR
-�
2-1/16" PROPERLY SECURED
1X WOOD BUCKTYP.,—
TYP.. SEE ANCHOR
SEE ANCHOR NOTE 3,
NOTES & TABLE A
SHEEi1
SHEET
CONCRETE
EXIETfIt10R
EXT ORCMU ERIOR
PERTABLE T�71
V 1/4' MAX SHIM
A. SHEET V1/4-MAX SHIM
c ..a=Aun w
c PROPERLYSECURED
SEE TABLE A,
IX WOOD BUCK TYP.,
SHEET
SEE ANCHOR NOTE 3,
T—f SHEET I
1 CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A.
SHEET 1
CONCRETE
[XI EpJOR
PERTABLE
1
A, SHEET 1
A, SHEET
1/4' MAX SEAM
4TRACH
ILLATION
Ic CONCRE
ANCHORAGE DETAILS
SERIES 770ALUM. SGD
NTS
1 13 a 22
EDGE DISTANC'
SEETABLEA,
SHEET 1
2-1/16"
CONCRETE
No";. 16-0629.08
Eaplmuon Data 02/17/2020
e
Mlam uct Cenro
SHEET - 0'1�1i1ocL. E'5fiN3aTsAC'e5,I,'.,'FI,,
.
TIMAP
-r
PGTO130
INSTALLATION DETAILS
FRAMEJAMS
REQUIRED AT ALL
11 INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
o SEEANCHORNOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A. 28 (ALSO SEE TYP.
SHEETI I I ILLUSTRATION, SHEET9)
SHEET EMBEDMENT:
Cl
EM¢RIOR
PHOOKWOODANCHORTYP.,
�j P-HOOK
SEE ANCHOR NOTES
CONCRETE OR
& TABLE A, SHEET
CMU PER TABLE
(ALSO SEE TYP. .
2.693" MIN. A SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
®P-HOOK
PARTS #16 #20 #22 OR #24
WOOD INSTALLATION
EXTERIOR MOUNT 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 EMBEDMENT: SEE
TABLE A, SHEET I
ANCHOR SMS CMU P.
3
MIN. OF 3 THREADS
ANCHOR TYP., SEE A SHEET 1
SHEET I
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
& TABLE A SHEET 1
26 EMBEDMENT:
TYP.
SEEION,
ILLUSTRATO SEETABLEN
ILLUSTRATON,
EMBEDMENT:
� SHEET9) SHEETI
.693' MIN.
EDGE
CONCJCMU
ANCHOR TYP.. SEE
ze
ANCHOR NOTES &
TABLE A, SHEET 1
1-114 MIN. EDGE DISTANCE
F]f1ERIOR
J�L
P-HOOK MOUNTING
ADAPTERCONCJCMU
'j°t'''-�`•'
ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
EMBEDMENT: SEE
A, SHEET
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY
SILL RISER
eP-HOOK
PARTS#18 #20,#220R#24,
CONCRETElCMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A 83A
MAY ALSO BE INSTALLED IN
FORWATERRATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTERCONCJCMU
TABLEA, SHE
ANCHOR TYP., SEE
ANCHOR NOTES&TABLE
A. SHEET
\ =
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET I FOR
ALL APPROVED
SUBSTRATES.
3. SEE TABES 1 9.
SHEETS 6E FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
SEE TABLE A, EDOc DISTANCE: SEE mmro�su
11
SHEET 1 B E A. SHEET 1 I.1/4' MIN. EDGE DISTANCE
PRODUCT REVISED
39 30 Bu11e1ng Ilring..IN 1ne FlPrido
P-HOOKSMS ANCHOR TYP., ExiERloB P-HOOK CONCJCMU ExIEalca
NOn-Re.Ced 19-OS29.OB
SEE ANCHOR NOTES IT RxpimtlPn Date 02117/2020
8 TABLE A. SHEET 1 ANCHOR TYP., SEE V
ANCHOR NOTES B TABLE S
(ALSO SEE TYP. 2.693-MIN. A. SHEET 2.fi93'MIN. -mia meats con I
ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION. SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Ip.
PARTS #19#21,#23 OR#ZS, Kc PARTS #19.92 1. #23 OR 925, ��`•1N lY14N G/
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR J'3�•. ".......
...;
(SEE TABLES 1A 2A 83A MOUNT (SEE TABLES 1A 24&3A MOUNT
FOR WATER RATINGS) ONLV FOR WATER RATINGS) ONLY ;. No 5E703''
H�r�na �roarvERANCHORAGE DETAILS _;c;�i.• .hnamo '`?�'
w. rotlrtewlmd SERIES 770ALUM. SGD-LMIMPACT :03'',1�,n''''{{
x ws °mar•' A..u.p ZA68 05 P.E.
JR 16Nm14 fFRl.41FAORLfA'^* ® sco-no NTS 14 122 PGT0130 B P,EABams
CONFIG. EXAMPLES
HEADER DETAIL W,
SHEET 18; INSTALLATION
DETAILS'AW &'Ad,�
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE, SEE DP/ANCHOR
TABLES, SHEETS FOR MAXPANEL HEIGHT AND
WIDTH. SEE
SHEETS IB & 19 FOR SECTION
DETAILS AND SHEETS 7FOR
INSTALLATION DETAILS..
EACH LOCKSTILESAT LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL
3) PLEASE SEE APPLICABLE
ASTRAGAL&INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
TV &'De, SHEETS 12 & 13
PANEL CORNER
DETAIL
PANEL
PANEL
TYPE
TYPE
as,
NOM.
MAX
f
PANEL
PANEL
YlIDPER
HEIGHT
SEE
—NOTE 2
TABLES 1
A10 X I-1/2'
PH SMS
MAX.
UNIT
WIDTH
MAX. UNIT WIDTH
MAX.
NOR PANEL WIDTH
DLO
TYP. PER TABLES 1.3
WIDTH
INTERIOR
EXTERIOR
so.
PANEL
PANEL
CORNER DETAIL
TYPE
TYPE
SHEET 19 8 CORNER
17MAX.
AS
ANCHORAGESHEETII
UNIT
y
MAX. HEIGHT INTERLOCK DETAIL
DLO PER 'M', SHEET I9
HEIGHT TABLES IXTk R Nrl ER.m
3
13
[,
JAMB DETAIL NO3', SHEET
�(
AL
AL
18; INSTALLATION DETAILS
x
'GW 8 SHEETS 12 & iS
\
DLO WIDTH - NOR PANEL WIDTH -T'
90° DLO HEIGHT= DOOR UNIT HEIGHT-10.125'
EXAMPLE: go* INSIDE CORNER 4PANELS-XXIJIX PANEL HEIGHT=DOOR UNIT HEIGHT-1.BBB'
SMUMRAL
POLY15001.11YLEN
WRIT UESK=NT
IXT.OUSS
I'
as
FRAME CORNER
DETAIL
Part#
Description
Material
124
lKommerfing 4SG TPS Spacer System
125
OuenSupBr Space,oXTWKh Hot Melt Butyl
ex
Sea this
Sheer for
12B
Ouanex Dumseal Spacer
Materials
127
Cardinal XL Edge Spacer
I �renrnee ieei
STRUCIURAL
SLKZNE
11V NOR FOAM
(�/v �mr.imA55 W�- -INT.GLASS
as KODISPACE 4SG TPS la SUPER SPACERONXTr"
a
DESICCANT STA
FOAM
E%T. GLASS—t
C(U� AIM. GIAS
8 DURASEAL® SPACER 1a XL EDGE" SPACER
J L-b; JJU ALUM. bbl.)-LM IMVAGI
nrvw
sao-ym NTS 15 • 22 PG70690
PRODUCT REVISED
as plyYing with the Plodda
Building Cado
NaA-Ne. 16-0629.06
Enprretloe sate OX1712020
By is
Iwalnwuee eemol
A. LYNN MlI PE.
PEA5arg5
FIXED JAMB DETAIL'G2',
SHEET 18: INSTALLATION
DETAILS'GW &'Ge.
B
ASTRAGAL HEADER DETAIL'A', SHEET
DETAILS'LI & 18; INSTALLATION D
L2, SHEET 19 'Aw' 8'AN, SHEETS
HEFTS 12 8 73
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
'L''D'
'A'
TANE
NOM.
PANEL
UN
"PIEWIDTH
TYP.
SEE
TABI
DLO
PER
TABLES 1-3
—NOTE
U
HEIGHT
SHEET 15
a
a
o
x
x
x
x
N1Ax UNIT WIDTH
DETAIL'GT, SHEET 18;
TAILS'GW &'GC, SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18;
INSTALLATION DETAILS'AW &'Ac',
-SHEETS 12 & 13
. 90° �
PANEL
PANEL
TYPE
TYPE
TYPE
'CS'
Y]S'
SILL DETAIL
NOM.
'D', SHEET
MAX'
/
PANEL
18;
WIDTH TYP.
INSTALL
OLD
PER
DETAILS
HEIGHT
TABLES I-3
SH ETS 12
`✓
a
& 13
x
x
x
MAX
DLO
PANEL
TYPE
MAX.
UNIT
HEIGHT
PER
BEE TABLES
NOTE 2, 1-3
a
I_ � MAX.UNITWIDTH—^T
PANEL CORNER
EXAMPLE:OXXX
SILL DETAIL'D', SHEET IB;�
INSTALLATION DETAILS
CONSTRUCTION
DETAILS SHEET 15
2-TRACK
'OW&'Dd, SHEETS I2&13
EXAMPLE: 90*OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL
DETAILS'L7' &
INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW &
L2,SHEET IS'
.'1
INTERLOCK DETAIL'M', SHEET 19 'Id. SHEETS I2&'13�
HEADER DETAIL
'8' SHEET 18
l
JAMB DETAIL'GT, SHEET
/18; INSTALLATION DETAILS
&'Gc', SHEETS 12 & 13
NTERGR
INTERLOCK DETAIL
M'. SHEET 19
20° OUTSIDE CORNER
DETAIL'N7', SHEET 19 &
CORNERANCHORAGE
q%F
JAMB OETAIL'H2', SHEET P-HOOK DETAIL'J' & W. SHEET I IHEADER OETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'I2, SHEET 18; INSTALLATION
DErAILS'Bld &'Bc, DETAILS'W Vic'. SHEETS 12& 13 18; INSTALLATION DETAILS
'HW &'He. SHEETS 12 & 13 'JC','KW &'Kc', SHEET 14 SHEETS 12 & 13 'CW &'Cc', SHEETS 12 & 13
MA>
HE
F
TA
1-� mH .Urvu w1w In
PANEL
PANEL
PANEL
FPANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'M'
'F
I
UNIT
NOM.
GHT
PANEL
WIDTH TYP.
°z
EL
.LES
MAX.
SEE
PER
u
-3
DLO
NOTE 2,
TABLES 1-3
g 2 I
HEIGHT
SHEET IS
�
a
o
x
x
x
EXAMPLE: OXXXp SILL DETAIL'E', SHEET I8;-
(&TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec'. SHEETS 12 & 13
f T.OFAUMB
r MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
.M.
'F
IF
IF
MA
NOM,
UN
PANEL
HEI
WIDTHTYR
PE
SEE
MAX.
PER
TAB
—NOTE 2
DLO
TABLES I-3
1
SHEET
HEIGHT
X
0
GHT
PRODUCT REVISEDIn
IL
p 1M1e Fl.rM.
aulldM,- NOA-N �a
16-0629.06
IT
ESPImUnn DaW0211712020
R
BY
LE S
Mlaml- a tcont I
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
(4-TRACK BY-PASS) INSTALLATION DETAILS
'FW&Td, SHEETS I2& 13
EXAMPLEELEVATIONS„' ' JI
SERIES 770ALUM. SGD - LM IMPACT
® a` ALYMMILLFAP.E.
aro-Tro NTS 16 •72 P0T0130 B pFnsams
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULL LEND I H
1080E JAMB
5
�
Ep OR 51
2-TRACK JAMB
Gf
2-TRACKJAMB
;:6'rLo0'NG W/RETAINER#106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
I�IEXIERIOR 103
V—
(SHOWN
WITH
OPERABLE
PANEL)
OC
113j6&to]�ii
EXTERIOR
19
FULLLEN
tea OFJAMB GT 2-TRACK
12
p
Ga
2-TRACKJAMB
CLIP#BOOR#105
WI RETAINER #123
51 $2
W/SCREEN
(SHOWN WITH
FIXED PANEL TO
5o OR 91 THE EXTERIOR)
TERIOR
I -I EXIEROR
SHOWNWITH ®Z-TRACKWISUH N
OPT. SCREEN A FRAMEHEAD
TRACK
EX]
EXTER
a
2-TRACK W/SCREEN
FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13. SHEETS 63 FOR DP (PSF) ASSOCIATED WITH STILE.
3-TRACK
E FRAME SILL
fl P111
1]
�OR61
6
5
5 SEE DETAIL GI
FOR FIXED
5p PANEL CLIP
LOCKP
]5 B 10T.
T-
SEE DETAIL G2
103
FORFIXED 5
a0 OR 61
PANEL CLIP
103
5
15
1]
500R51
J'LE%TER 00.
15—ERIOR J1-FMERIOR 51D—RIOR
V
�4=TRACK
3-TRACK JAMB
H1 (SHOWN WITH
3-TRACK JAMB JAMB
(SHOWN WITH 11 (SHOWN WTlli(SHOWN
FIXEDPANELTO FIXEDPANELTO
4-TRACK JAMB
WITH
OPERABLE PANEL)
OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
El
s0o-]ro
4--TRACK
F FRAME SILL
16 a 22
MAX. UNIT
HEIGHT PER
TABLES I3
PRODUCT REVISED
plyylng IM MC FIaIMa
B.Ilid,Cafe
HoA ..' 16-0629.06
Eapinllon Date 02117/2020
0 �
Y
Miam4 atwple4uct C.entm
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
J
E ERI R
a
QINTERIOR
IMERIOR
INTERLOCK
FI_EMERI00.
V
U
Il-E%IERIOR
V
U�
113 iPi 113 �EEi=R100.
T
..
STANDARD ASTRAGAL#BT
HEAVY-DUTYASTRAGAL#68
WITH HEAVY -DUN STILES#61
90 OUTSIDE CORNER
N1 2-TRACK SHOWN
90°INSIDE CORNER
�2-TRACKSHOWN
•ITEM #61(HEAW-0UTY
STILE) SHOWN, ITEM #60
u WITH STANDARD STILES?t60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13, SHEETS" FOR DP
(PSF)ASSOCIATED WITH
STILES.
135. OUTSIDE CORNER
DI 2-TRACK SHOWN
SG61)0
4 Ri mm
7`SGD - LM IMPACT
owW
19 + 22 PO70730
EAvimllon /oat �021tT/2020
Mlam ,oEUN Cenho
A. LYNN MIU EK PY.
P.EY2f
5.069' 8.562'
0.080'
1.211' 1.5D5"
0.081" 02-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
1.21 P
0.081' O2-TRACKHEAD W/SCREEN TRACK
(6083-T6 AL)
6.526'
0.080°
11.505°
03-TRACKSILL
(6D63-T6 AL)
-y 1.38
r
1s7r � .
O.0fi2'-y 1.01W
0.081°
SCREEN
STILE
(6063-TEAL)
5.069'
-I I- 1.045"
I
1.993° 0.062"
f4 2-TRACKJAMB
SCREEN
OTOPRAIL
(6063-TEAL)
(6063-TB AL)
Imo-- 7.105"
6.22
1`' SCREEN TRACK
0.080°
0.
(6063-T6 AL)L)
1.36'
I� 0.876 '
1.505'
1.217'
1
-y 7.36'
0.062'
0.08T
3 3-TRACK HEAD
O
OB 2-TRACK SILL W/ SCREEN TRACK
Ir
0.087'
SCREEN
(6083-T6 ALI
(60fi3-T6AL)l
I
BOTTOM RAIL
(6063-T6 AL)
9.142'
4A9°
-! 0.080"
7 211" 1.505°
0.081" O4-TRACK HEAD OT 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
5'
1.574'
0.060" Eaptmtlen De/at 02/17/2020
0A62° 0y--F0aZe/' ac eTT
0.53r 0.760- relam e
260'
O.OfiD' 1.518' 7.990'
O
NSILL SCREEN
1z
13 FRAME SILL SCREEN
ADDMEHEAD/JAMBSCREEN
mON(6063-T8 AL)
AFRAM
(6083-T6 AL)
(6063-T6 AL)
REQUIRES MIN.#10 SMS
REQUIRES MIN.#10 SMS
OR3116'MASONRY
OR 3/16°MASONRY
SEE SHEET 17 FOR SILL RISERS.
ANCHORS @ 24' MAX. O.C.
ANCHORS @ 24° MAX O.C.
CFA7.6�AU1H /t9}Aa � �� � 6D0.]J0
18 3-TRACK JAMB
(fi063-T6 Al-)
21
64-TRACKJAMB
(6063 T6 AL)
POT0130
0.718° 0.83' 2.334' 3.802- -+I
0.752' I I 0.885'
0.574" 0.796' 1.ifi3
0.062" 0.080' 0.082" 0.0
0.264' JJJ 0.076" 0.233"
FRAMo=vq
E SILL P-HOOK MOUNTING P-HOOK SCREW
Os 11 - 28 P-HOOK 28 28 30 P-HOOK FOR BOX RISER
SCREW COVER OTRACK O- OADAPTOR COVER 0.080° 6083-T6AL
(6063-T6AL) (6063-T6 AL) (6063-T6 ALI (6063-T6 AL) (6063-T6AL) ( )
I 4'y
e I I1
.755 2.30',739'
0.080 0.062' 1.303"
0.830' 1.600 0.133' 1.600 0.062'
.08D' t.870' n
'
0.325'
1.974' Vim- 3.125' F.--- 3.125' 0.062°
2.44'
INTERLOC
31 135-CORNER 32 135"FIXED MOUNT 80 STANDARDSTILE 61 HEAVY DUTY STILE 82 8(6063-T6AL) (6063-16AL) (6063d6 AL) (6093-T6AL) ADAPTK INTERLOCK
ER SCREW COVER
(W63-TEAL) (6063-T6AL)
3.979'
0.075'
1.645'
0.725^
s7 STANDARD ASTRAGAL
(6063-T6 AL)
0.281' --4 1- - - -
be HEAVY DUTY ASTRAGAL O TOPIBOTTOM RAIL
(6063-T6 AL) (6063-T6 AL)
1.003"
0.757'
0.060"
0.060'
L
105 FIXED
PANEL C IP
0.T09'
(6063-T6AL)
.550
0.8631---
0.709'
123 FIXED PANEL
RETAINER 7/8'
0.080- TIZ:-7
(6063-T6AL)
FIXED PANEL
tos RETAINER, 9116'
(6063-TO AL)
7.050' (--- 1.050' I-�
.289' I .e]I1T�I I
04S
T9 GLAZING O O7/16'GLA71NG 81 9/16'GLAZING NMI
BEAD. FIXED BEAD
(6063-T6AL) PANEL CLIP (6063-T6 AL)
(6083-T6AL)
4'
2.6A2..826"
1.498' 0.133' .49
80' 8
04'
621'
1209D' INSIDE CORNER ASTRAGAL
11990° OUTSIDE CORNER ASTRAGAL (6063-T6AL)
116 901 CORNER RECENER (6063 T8 AL)
(6063-T6AL)
1pro lrvevappvnwve EXTRUSIONS
H 11i[ILP�R9p]6
SERIES 770 ALUM. SGD - LM IMPACT
ctRr. a"�f� a �gcasro NTS 21 e22 PGT0730
PRODUCT REVISED
as n
plYing IN the Florida
gutlEig CCeetlE
NDA-No. 76-0629.06
Deplmeon Date 02/17/2020
Miam4Dad� tluct Con