HomeMy WebLinkAboutNOAi7_-I
REVIEWED F(.,-5
CODE COMPLIANCE
ST. LUCIE COUNTY
MIAMI•DADE BOCC
DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES MER)
130ARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
PGT Industries, Inc.
1070 Technology Drive SCANNED
North Venice, FL 34275 BY
SCOPE: >t. Lucie COtint
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 (Tn 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 a cn er ' , rd has been designed to comply with the Florida Building
Code, including the H' Ve I Hurrican Zone.. -
DESCRIPTION: eries `°SGD-770" Al rinum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DO NT: D ' g No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -bade Coun Product Control Revision stamp with
the Notice of Acceptance number expiration date y e oduct Control Section.
MISSILE IMPACT RA G: Large and Small Missile Impact Resistant
LABELING: Each unit ll bear a permanent label with the manufacturer's
: a or logo, city, state,
model/series, and following statemen cdc 9eun � �- ' 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/1 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
Approval Date: September 28, 2017
Page I
File Copy
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 C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under 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 under NOA 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 FTL-6036 dated
08/10109, 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 Gonzal e
(Submitted under NOR No. 09-0826.10)
Jorge M. Plasencia, P.E.
Pf 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.
(Submitted under NOA No. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with F13C-5fh
Edition (2014) and FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07104/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5h Edition (2014) and FBC-611' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. 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° &1350 corners - 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 & 900/1350 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 WATER TEST PRESSURE AND GLASS TABLES ASTM 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 OFTHE
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 JOINTSEALANT.
6) REFERENCES: ELCO ULTRACON, GRETEFLEX AND AGGREGATOR NONS. ANSUAF&PA NDS 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.
9) TEST REPORTS: FTL-5980, M-5993, FTL-0001, FTL-6014, FTL-6015, FTL-6017. FTL-6022, FTL-6023,
FTL-6024, FTL4I025, FTL-0028, FTL-6031. FTLA033, FTL-5036 AND PTL-7554
•HS°=1
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I)WHE STMTE CDNDIT REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPSABGVE,
CHOOSETI OF DIE LOWESTLETTER FCRALLTABLES IN WISMPROVAL
2) Alt ANCHOR HEAD TYPES AR E APPLICABLE
S) FOR STEEL STUDS, MIN. FU =45 KSI, MIN FY=33 KSI.
4) FILLED BLOCK VALUES MAYA=BE USED IN HOLLOW BLOCKAPPLICATIONS.
5)MN ORSMUBFBEWSUFFICIENTLENGTHSOTHATAMINIMUMOF3THREADSEKIENDBEYONDMETALSUMMTE.
p.xrlPlian (Alin Bom Eatemar to Inlerlo4
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. '
PRODUCT REVISED
3)WOOD BUCKS DEPICTED AS IXARE LESS THAN I-10THICK. as plying with the Florida
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IB Building toes
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NaA .. 17-0420,12
DEPICTED AS 2X ARE 1. D' THICK OR GREATER. IX AND 2X BUCKS Expired.. gate O2/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
IS gY
Miam ePrpe.d
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATONCon[ro
THE REEIPoNsIBILITYRE IE THE ENGINEER DI ARCHITECT OF
RECORD $ TO BE REVIEWED BY THE BUILDING OFFICIAL.
ra w10.w PVB mmteyer
r ♦LM1.02r PYb kdalar4r
r. n1N.090' So nNdsyu
r Wh.Fbr SO WaMYw
ue•arSDeae.9Nr lamnalea;(2)Use 4/vI6' HS Glao. wiID .000•Pve Wenaycr
'tr Air space 711C laminated;(2)Wee o18118' M Bass w11h.090• PVB sersyw
Be•Anspace.]Its tAmlwlee: l2lLmaarvlr lw cbsa wan.Wr sG s.aryw
'trMspope.Tnr'Lemnalee; Tel utmmvlrxs GNvawW us3•sG semmm
ass vntn.w3.3o lNoaay°r
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WAUSence•LIVILecstea:R)utar alvtr AlTJ Gms. vnh S9Y SG BFeTayer
,IV"s,sueo. 7mv Lahr (2) LllmN4 af Sir AENea Nh.06r 3O summer
DESIGN PRESSURE RATNG I IMPACT RATING
BEE TABLES I, 2$ 3 ON RATED FOR URGE B SMALL
SHEETSB, 768 MIMS-EIMPACTRESISTANCE
CODE6ISTMOARDSUMD:
F*ANSV�SPA
DA =M),), BTH EDMON0.09C),5TR EDRIONIDA9 DECONS'fRUCTIQ4 DECON
0
GENERAL NOTES .. ........... 1
GLAZING DETAILS............
4.6
ANCHORAGE .....................6-14
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. CYAb]ll.tNN6
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 MATERUA.L IS
11t tt Qll
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
LSY LYNh
MAX. 1/4' THICK &3400 PSI MIN.,(DONE BY OTHERS) MUST FULLY
`,5�1 '1.1GENSF
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=
BY THE AUTHORITY HAVING JURISDICTION,
-RIES 770ALUM. SGD - LM IMPACT
anew
scrA>ro NTS ! • 22 PGT0130
EXAMPLE CONFIGURATIONS
MAX. UNIT W IDTH--y-�--"1
NOM. PANEL WIDTH
PERTABLES 13
MAX. UNIT c �$
HEIGHT
PERTABLES I3 / i gg
racXEr i i%
NOM.
PE
MA)
HE
PERT/
NOM. PANEL WIDTH
PER TABLES 1-3
r
'AAA f
{E�AB1iYf�r
.—
.c�
m
mom
iFriEr
Vl
m
MAX. UNIT WIDTH
MAX. UNIT �•v + / + /
HEIGHT
PERTABLESI-S
NOM. PANEL WIDTH _
PER TABLES 13
i
7
oR4 N1UNIT
MIRHEIGHT
rp�g PER
TABLES I3
I XXX y
1
3-PANEL CONFIGURATIONS
t
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13 t
9 9 9 9
MAX UNIT 1 1 19 /
HEIGHT
PERTABLES I3 / I i i 17,
/ /
5-PANEL CONFIGURATIONS
to
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW , 'Jc°, 'KW 0R °KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX W POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR)OMP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
t90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
F ANY 2 STRAIGHT CONFIGURATIONS.
311FOR NON. PANEL WIDTH. SEE TABLES 13
101" = OPERABLE PANEL,
x = INOPERABLE
PANEL.
=POCKET
pOCItET
F—DETAIL LETTER
•�f__-J
W = WOOD OR METAL INSTALLATION
® b'=CONCRETE INSTALLATION
i
L—SHEET NUMBER
UNIT WIDTH —may
DLO WIDTH= NOM. PANEL WEIGHT
DLO HEIGHT DOOR UNITIT -1 HEIGHT 0.125'
'
PANEL HEIGHT= DOOR UNIT HEIGHT -1.866-
R1 m m
m ice[•.) ILI
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
PRODUCT REVISED
Bucomplying with the Retla
ig "coo
NOA-No. 17-0420.12
ExpUanan men 021171202f
I I ®0
1 I > g
$ MAX. UNIT SEE
1 ion HEIGHT t >E .
t�I PER z,nw
1 ¢ TABLES 13 / / sxEsr. ``t111I I I
1 �� .
pacXsr I exrc9irn '� ( Caxf3J :��5:'.•�tDE
CEFr. PFAUTKYN0B
�*;' No. 58705
CORNER, GYP. _ fi
(OUTSIDE CORNER
SCORNER IMILAR)
�� • tit
INSIDE CORNER SIMILAR) �0��., s >E'�
8G0.7)0 I NTS 1 2 • 22
A. LYNI SAUER P.E
P.E259l95
EXAMPLE CONFIGURATIONS
MAX TESTED UNIT WIDTH =
355-7/16' ®96' HEIGHT
300-1/4' ®120- HEIGHT
NOM. PANEL WIDTH C
PER TABLES I3 1 v u a
1 1a
MAX UNIT m s 1b 19
HEIGHT,
9W O I`R 12O'
J�
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX UNIT
HEIGHT It
PER TABI1-3LES 1
J�
�L y®�E�fE7
m � iV iF�'7 m imEl ��li
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
Sax
PER TABLES 1-3S
1
b
�
1b
lb
1
18
18
MAX UNR
HEIGHT 1
1
1e
1
PERTABLES 1.3
NVEMLE nfL
ry fymfm
rQ.¢
NQ1
P=r
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT ETHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jvf,-je,'Kw' OR'Kd INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) SO- & 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
DETAIL LETTER .
�W = WOOD OR METAL INSTALLATION
'C=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH-7-
DLO HEIGHT = DOOR UNIT HEIGHT -10.126-
y PANEL HEIG HT= DOOR UNIT, HEIGHT -1.666-
C
G
1 I
I�jo
POG([I I
Sr 7M
3 •3 22 PGTO130
PRODUCT REVISED
pl Inb wit616p FW,id.
Ou1i21nb� d.
NaA-No. 17-0420.12
IQ
*; N0.66705
G5
7116- NOM. 7/16- NOM.
311W HS GLASS 3/16' HS GLASS
.090" PVB .090, SG
3116-HBGLASS T4 NIT HS GLASS i4
IV
314. NOM. ex7Mawa 3/4" NOM.
En5Rro GLASS a GLASS
a B iE BITE
7116" LAMINATED GLASS, TYPE G3
7/16" LAMINA I t
9/16' NOM.
' NOM.
114" HS GLASS
1/4' HS GLA
.090- PVB
.090' SG-
1/4'HSGLASS 14
114-HSGLASS-
B2
NOM.
E. �RiOR GLASS
(� 0 BILE
II�
EX IOR II
�1 .III
1' NOM.
3116'
GLASS
SITE
I'NOM.
3116' HS GLASS
090" PV
3116- HS GLASS
14 5/16'AIRSPACE
74
114TGLASS
PRODUCT REVISED
plyln9 w1,6,M1. Fl.dda
83
Bulldln9 Cod.
314. NOM.
NOA-N.. 17-0420.12
GLASS ,24dz]
M.W.U.. D>1. 02/17/2020
314GLASS
GLASS
BITE
BITES ey i
R
9116" LAMINATED GLASS TYPE G3A
9/16" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
-
'ANN'=ANNEALED
-
'HS-= HEAT STRENGTHENED
SEE SHEET IS FOR SPACER DETAILS.
'T'=TEMPERED
RVB'=.090'TROSIFOLO PVS OY KURARAYAMERICA, INC.ZING
,.ro]Ecxnao9ro(wM
DETAfLS
'SG'=.090'SENTRYGLASIDBYKURARAYAMERICA, INC.
FSERIES770 ALUM. SGD-LM IMPACT
)m
NTS
4p+".
4 s 22 PGT0730
C
No. 66705
GLAZING DETAILS
(136 G6A G7 37A 38 & GSA)
V NOM. 7/16' NOM.
V MOM.
3116, HS GLASS
3/16' ANN GLASS
3/16' ANN GLASS
.090' S
.090- SG
3116' HS GLASB
.090' SO
3/16' ANN GLASS
3/11"AIRSPACE
74 3116-ANN GLASS
14
3/S'AIR SPACE
74
3116' T GLASS
3l1fi' T GLASS
_
S2
83
�
316' NOM. re6o
3/4' NOM.
GLASS
t24-0D
W NON.
3GLA55
124121
GLASS �
BRE
BITE
E%TEBIOR
BITE
ExT� R6
80
]n
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
i' NOM.
9/16' NOM.
V NOM.
3/16" HS GLASS
WIT" ANN GLASS
.090' SG
°
i/4ANN GLASS
.090' SG
3/16- HS GLAS
.090' SG
311W ANN GLASS
5116'AIRSPACE
74
1/4'ANNGLASS
7n
6/16'AIRSPACE
74
114- T GLASS
1/4' T GLASS
PRODUCT REVISED
S2
as plying with the Ptefttla
ni
&1
Builtling Cotle
3/4' NOM.
xOA-No. 17-0420.12
124197
3/4'NOM.
E%IEfUCR
GLASS
124-12
9/4'NOM.
pra
p[ I uon Data 02l17M2020
GLASS
a
BITE
GLASS
BITE
BITE
BY
a .1...
mil® �lm �m�l�1" LAMINATED I.G. GLASS, TYPE 136A 9116" LAMINATED GLASS, TYPE 137A V LAMINATED I.G. GLASS, TYPE G8A
1} ; No. 56705 '- S
t
GLA7ING NOTES:
'ANN'=ANNEALED
_
4k-
'� :
__
.A'
'HS'= HEAT STRENGTHENED
SEE SHEET i6 FOR SPACER DETAILS.
�O�\ $ 7j�
'T'=TEMPERED
'PVB'=.090'TROSIFOL°PVB BY KURARAV AMERICA, INC.
fd07ECW.AOBYDWVE
^'�'.
0�r
;:. .... ....
-SG'=.090'SENTRYGLAEP'BY KURARAY AMERICA. INC.
.x' o-f�°
GLAZING DETAILS
,7s�ONAL
a-
csBr. osAurNupxee
SERIES 770ALUM. SGD-LM IMPACT
JR
6'f7
C
NO CHANCES INISSHEEI.
mrmanexr
a,oxme
^k
°"^
aww
g"
A. LYNN NILM PE
1d1df4
uYwun°m01G
®
sso-np
ITS
5 • 22
PO
C
pEJ5B7p5
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 213 3)
For caner esltagal enchorage on Sw or 135' earner units, sea shed 11
Maximum DP for all sizes:
+801-60 Pat
(May be limited by Table 1A)
Tax. applies to Giese Types 3,
SA, 5, 5A, 7, 7A, 8 8 BA and
the ShilalAstred Types shown
belay.
Mar Unit Height
ear°
84"
e0'
ee-
69-718' DLO
Anchor Group
7317AY DLO
Anchor
70.776' OLD
Anchor
85-7/8' DLO
Anchar Group
A
B
C
D
A
B
C
D
A
a
F__
C
D
A
B
C
D
Ham11Sd
C4+1
G+1
UN
G+1
G+1
+1
G+
+1
01+1
+1
tit+1
U+1
U+i
Dt+1
G+1
U+i
24'
Ir
Jamb
8
B
8
8
8
8
8
8
8
a
8
9
9
B
e
a
P-hook
64
a+7
6+7
6+7
7+8
748
7+8
7+8
7+8
7+9
]+e
7+8
7+8
T+e
NB
7+0
HeD8801
C4+1
U+1
U+1
G+1
CA+1
G+1
U+I
U+I
U+1
U+1
CA+1
U+1
G+i
0+1
G+1
S
30-
ELU
Jamb
8
B
8
8
8
B
B
6
8
8
0
e
0
8
0
p4pdt
6+7
6+7
8+7
8N
]+8
7+8
T+8
7+e
7+8
7r0
7+e
T+B
AB
T+B
T•B
HeaN511
G+1
GN
U+1
U+1
U+1
U+1
U+1
UN
O41
U+1
CA+1
U+1
D1+1
G+1
U+1
Jamb
8
6
8
8
8
8
8
8
e
I
e
0
e
Ba
e
a38'DLO
0-7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
]•a
NB
]+8
HB
T+BC1+1
UN
UN
U+1
U+1
U+1
G+1
G+1
D4+1
U+1
UN
U•1U+1
U+19T
O
Jamb
B
e
a
8
B
8
0
B
8
8
B
6
B
B
8
P-hod(
BN
6N
6N
BN
7+a
he
T+a
T+a
7+8
]+e
NB
Aa
]•B
AB
T+e
7+e
HeaC/5111
U+2
U+2
C6+2
U+2
U+2
U+2
G*2
U+2
U42
G+2
U+2
U+2
U+2
U+2
U+2
G+2
48'
41
Jamb
8
B
B
a
8
8
B
e
8
B
B
e
10
0
e
a
P4nak
BN
B•]
l'w7
BH
Aa
7+B
AB
]+e
7+8
7+8
NB
AB
7+8
T+8
]+8
NB
FOR EXAMPLE ON USING TABLE, SEE SHIES V.
NOTES:
1) 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 3-1/4" SILL. POSI LIVE 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 IA_
3) 4', 3-1/4-AND 2-112-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-In-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 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.
TABLE to
Sill Height to Max. (+) OP
(Water Imit atbn Rating)
SIIIRtserHeight
(+)Design
(Flat or Box, see
Pmssum psf
Shaatl7)
Flush-l-117
see note3
Low -2A0
+46.67
Madlum-3.1/4"
.too
high -4"
160.0
SEE NOTES I3
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125
PANEL HEIGHT
DOOR UNIT HEIGHT-1.866"
GTH
f—
OH LEN UAc
H O I I
OH RATIO = ON LENGTH
OH HEIGHT
Interlock
P-hook
Lodstlle@Jamb
Straight Astragal
Assembly
Locable@
Straight Astragal
90, Anmgal
Assembly
Lockable®
90'Astragal
13V Astragal
Assembly
Lackatlle@
145-Astrand
Standard Stiles
Standardstile
Standard Stile
Standard Slge
Stendard5dle
Heavy-dury5tlle
Heavy-dutySUle
Heavy-dury5tile
HeBWdutyStile
Standard Astragal
^''I�
Outside
Outside
Comer
Corner
Inside
Urner
Outside
Insidelde Carner'I I
Corner
Part d60 nil
(
Pana80
Part 060
Pan p60 (Sllle)
Part N6](AsbaBa�
Part 060
p" ]A (C "o'
Receiver)
Pad N119 (OUL)
Pan N320 (In.)
P�P31(&ttl32
(Coro. & Fxd Mount)
Part N81
Frlg ptaal
¢FAT,t1FAVIAxai
scan I ATS 1 6 . 22 1 PGTO130
PRODUCT REVISED
Bulldinglylna wiN tho Florida
NDA-He. 17-0420.12
Expinaen Data 02/1712020
I=
*: No. 58705
--
:AO,AgbF !
TABLE 2:
Design Pressure (DP)and Anchor Quantities Required, (for all approved wnfiguragons on Sheets 2&3)
Maximum OPforall sizes: +601 a0
Faroomer aswael emaom9e Pn em Br 188' miner mbls, see sheet 11
6day be aMled by Table aaI
Gw Lm8
WWI
Table applies to Gan Time 4, 4A,
87
&•9c
TO-]IB'
OLO
I
85- IB`
w
MID01-
IOS
B
O
1w
.111.
lA
114'
1-1.
0.0
1ffi
09-TIB•
OLO
6, BA, T. TA, B 8 BA end Na
SIIIeIAew�l Type=aM1om bebw.
fi9.718"
nanbr
DL
Gmbp
1b-11-
Mowr
0.0
Group
Mo
rGb
Anchor
Glou
MrMf
Group
Ana br
muP
AncM1OfGmuP
All=M1ar
Gmup
A
B
C
D
A
a
C
D
A
a
C
D
A
B
C
G
A
B
G
O
A
0
G
D
A
0
C
O
A
B
C
D
99
•
0I+1
GH
GH
GN
+
Ur
GH
G•1
G+1
G+1
C4+
+1
G+t
+1
G+1
G+1
+1
G+1
+
G41
+l
G+1
G41
G+1
G1+
G+1
GH
G+1
G+1
G+1
G+1
B
B
B
8
8
8
8
6
0
B
6
0
B
8
e
8
10
10
f0
f0
10
10
10
10
10
10
10
10
10
1D
10
10
24` ULO Jamb
&)
]+B
hB
7+0
AB
RB
T+0
]+0
1+8
7+0
]+8
+0
NB
B+B
&B
8+8
&B
erB
&B
&9
B+B
0+10
9H0
9+10
&f0
BNp
9+10
BHO
this
PJNPk
HeOdlee
0+]
GH
e+]
G+1
BN
GH
UH
G+t
GH
Gal
Gat
GH
GH
G+1
GH
GH
GH
C4H
GH
G+1
GH
G+1
G+1
C/H
GH
GH
G+1
G+1
GH
G+1
G+1
UN
UH
GH
GN
B
6.
8
0
8
0
8
0
B
B
e
B
8
8
8
10
1D
10.
10
10
10
10
10
10
ID
10
10
10
10
1D
10
3m OW Jamb
8
NB
7+8
7.8
7+8
7+8
AB
1+8
7+5
T+6
7-5
7+0
B+9
0+9
0+B
&9
&e
&B
&9
&e
&10
9+10
this
9+10
BHO
Br10
BHO
&10
Pteoh
&7
6+7
C4+1
&T
Get
&7
U.1
7+8
CM1
G+1
G1+1
Gvl
G+1
GH
G+1
G+1
U+1
G+1
C1+1
G+1
G+1
GI+1
G+1
GH
GH
UM
dH
GH
GN
G+1
G+1
NO
G+1
G+1
G+1
G•1
Heninnil
G+1
8
a
'0
8
B
B
B
8
B
e
0
B
10
10
/0
10
10
10
10
10
IO
10
10
10
10
10
10
10
]8"� Jamb
0
0
B
0
]+8
748
Th8
]+8
7+a
7+0
7+a
7+8
7+0
&9
0+9
9+9
0+8
&B
&9
&9
&B
BHD
9HO
OHO
&10
BHD
9+10
9+10
9+10
Ptmok
Hm4Re
6+]
GH
0+1
U+1
fiH
GI+1
&]
G+1
7a0
G+1
AB
GH
T+8
GH
fMl
G+1
Gr1
GH
Gat
GH
CI+
UN
GH
UN
G<t
UH
CHI
TA+1
G+1
GH
GH
G•1
G+1
UN
GN
C8+1
CS+T
GH
CN1
a
B
8
8
0
B
B
B
B
e
B
B
8
B
8
10
10
10
W
1D
10
10
10
10
10
10
10
12
10
10
10
42' 0.0 Jamb
&7
7+8
746
h8
1+B
74B
T+8
7+8
7+8
7+8
7+8
B+9
B+0
B+9
6+B
0+9
8.9
&B
&B
&f0
&10
&10
B+fO
Bets
e+10
BH0
&10
P-wok
6.7
0+7
6+7
L6+2
G+2
Ga2
G+2
G+2
G+2
Gr2
U+2
G+2
Ga2
G+2
G+2
U+2
G+2
G+2
OSr3
GrI
Gat
C&2
06r2
G&2
C5+2
C0+2
G+2
LSa2
C&2
HeaNbel
U+1
G+2
CI+2
U+2
to
e
e
B
ID
f0
10
10
10
10
D
f0
12
10
l0
10
12
10
10
10
0.- Jamb
0
N
0
&>
8
&]
0
&T
e
h8
6
7+e
a
HB
0
7+0
e
T+8
0
Aa
1+B
T+0
7+8
]+8
0+9
B+B
0+9
8+9
&9
6+9
&B
&B9+10
&10
BHO
BHO
&10
&10
&10
&10
MOaN5u1G+2G+2
Ga2
G+2
G+1
G+1
G+2
G+2
Gr1
G+2
CH2
j
G+2
G+2
G+2q.G
00B
8
0
9
0
B
10
0
10
8
0
8
RhDO
6+7
8+7
&7
&T
7.8
7+B
T+0
7.8
NB
T+B
i+8
T+8
7+8
7aB
Not available in these sizes
Head501
Ga2
G+2CN2
G+2
CH2
G+2
Ga2
G+2
CN3
CN2
U+2
U+2
G426m
Jamb
8
B
B
a10
aP400k
lX0
0+1
0+]
&T
6+7
7+8
1+0
1+0
11
I'D
7+0
]+0
Tab
The
7a8
nl n Wmru=
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.114°SILL
2) WHEN USING THE 2-11V SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4. SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED} SEE TABLE 2A.
3) 4'.3-1/4-AND 2-111' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1(1"
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 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.
SIII Helghtto Max, (+) DP
(Water InNimtlbn Fialing)
SIII RIsertielght
(a)0851gn
(Flathsea
Panama. Fat
Sheeteet 17 17)
F71.h-l-1JY
.00 ass
Low-2-10
+46.67
Medium -3.1/4'
+W.O
Hkmh 4"
S'ee NU ItJ I.
NOM. PANEL WIDTH -7'
DLO HEIGHT=
ON LENGTH DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT -
DOOR UNIT HEIGHT -1.86W
OH RATIO e1PRODUCT REVISED
oe...0 TDB with tho Hands
Ballalne .Dodd
NOA-No. 17-0420.12
P.aplratfen D21g02/17/2020
ON RATIO = OH LENGTH
ON HEIGHT
1P A 40 PnO AcQFEeRI V nFTAII i.
THEFULLUveirno S
ITLCo7 Iw AL1rrra-l.
oc
Straight Asuagal
Lockstile@
90•Astragal
lbckaule@
135'ARmgal
Locvstlle@
Interlock
P-hook
Wckslile@lamb
Assembly
Straight Astragal
Assembly
90'Astragal
Assembly
135'Astmga1
Heavydury501es
Heavy-duty5tile
HeaWdury5tlle
Heavvduty501e
Hearyduty5tile
Heavy-duty Stile
Heavyduty5fla
Heavyauty5tlle
HeavydutySNe
Standard Astragal
Outside Comer
Outside
[ome�
aside
Corner
o..L—JL3me
Insitle Carh ner-I I
Comer
Outside
�--1
Comer
Comer
Part 061(a)
Partial
Part061
Part a611S01e)
Part 067(Astragal)
Parta61
Pertx61(S61e)
Pan q�i (oamer
Patall9(OuLI
Part N120(In.)
Part061(S4Ie)
01
Part961
M#32
(08m
REMOVED FXAMRE -- I CERT. OFAUMMass
aG0.T]0 I NTS I 7 = 22
PGT0f30
Y `A LYN UN..... N '
1�' LICENSE Al"
r:' P
yr; No. 66705
try Q: �i its •'-R70RIOA:..
A.
41- ?Iozo
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Fn comer asCagel enchaege an 90' or 136'tamer an8a, eco shosT ll
Maximum DP shown below
tMay be'railed by Table 3A)
Don UNI Hal h
Table apples to Glass Types 4, 4A,
80' 04"
>D"1 1
low
B. 6A, 7, 7A. B 8 a4 and the
692/S' D TS]/8' 0W
9 Inr
9 7—Al p o
' D.
97-7 8O
Suc/ASImgzl Types shorn below.
Anchor Gmup Anchor GraaP
AMIWCFDLO AncfOrGroP
Anehor Gmup
Anchor
Group
A e C p A e C p
A B C D A B C 0
A B C D
A B
c D
n Peasore
+A60.0
I
412. s
+
a
1T-
Haswell
(:4+1 C4+1 Gat CAN 'CAN CAN 04+1 C81 Gt+1 DI+1 CAN C4+1 C4+1 GN G1N U+1
04+1 C4+1 G+1 C4+1
C1+1 24+1
2l GN
24'
DIA
Jamb
B
B
B
e
B
0
B
8
8
8
0
8
8
8
8�
e,
10
10 10
10
10
10
10
10
P4vok
6+7
1 6+7
1 6+7
1 647 1
7+8
1 7+5
1 1+8
1 7+5
1 1+8
1 7+8
1 1+0
1]+B
Tali
]+8
NB
T+8
8+9
8+9 8+9
Bag
e+9
I 8+9
I 8+9
I 0+9
N&I,m pan. m
+A90.O eLf
4(42.6 f
' +I-7aopsf
llT
He.WSOI
C4+1 I G141 I C4+1 I CAN 104411 CIO 04+1 C GN CM7 CMt C4+1 Gat GIN C441
04+1 GIST C4+1 0I+1
CAN C4N
C4+1 COl
W
DID
Jamb
ale
e
8
e
8
B t0
e
8
f0
6
'e
a
10
10 10
10
t0
10
10
10
P4104k
6+7
6+1
6+7
6+7
7+8
]
7+8 7+8 7+9
7+8
+8
7+8
7+8
7+B
7+0
Tali
8+9
8+9 8+9
8+9
8+9
6a9
8+9
8+9
Des nPmaaure
+bg0.o gg
+142.5 PST
+1-75.0
T
Head)Sul
C4+1
Cal
(:0+1
C4+i
Gt+t C4+1
C4+1 G/N
D441
C4+1
C6+1
G5+1
GIN
C4a1
C5+1
C6+1 C4+1 C4+1
C6+1
C5a1
C4+1
C4N
o
Jars
10
B
6
8
10 8 8
10
8
0
e
12
10
6
8
12
10 10 10
10
10
10
10
P-hook
5+7
6+7
5+7
6+]
1+0 A6
748 78
78
7+e
1 7+8
1 0+9
1 8+9
1 8+9
B4s.
u+9
8a9 649 I 8+9
8+9
1 .9
8+9
1 849
Deafen P.S.Un,
+AW.O FSI
W-0.5 psf
4F7EDPf
1.
Head,SIR
C4+2
CM2
c4+2
U+2
C4n
C4+z C4Y!
can
C9+R
C9+2
CB+z
C5+2
CSn
05+2
0542
C5+2
05+2 C5+2 G642
05+2
C5+2
C5+2
Cfi+2 CN2
DID
Jamb
10
8
8
s
10
0 6
B
12
10
8
a
12
10
8
8
12 10 10
10
12
10
10 10
P-hook
N8
7+S
7+6
NB
7+8
7+81 748
7+0
5+91
8+9
5+9
8+9
1 8+9
8+9
8+9
1 W9
B+9 8+9 8+9
8+9
8+9
8+9
8+9 8+9
lJvSH Psasam
+MPoXr
Sea Aftx.
+/92.6 psf
aA7S0
psf
O1'
HeadRB
C642 C5+2 fA+2 G+2 CW2 C5+2 C5+2 C5+2 C5+2 C5+2 Cb42 C5+2
C6+2 C6+2 +2 C6+2
C6a2 C6+2 CA2 CIrt2
C6+2 �+2
C5+2 C5+2
DLO
Jamb
10
8
e
e
12
10
0
B
12
10
8
8
14
12
B
8
14
12 10
10
14
iD
10
10
P-luok
7+8
7+8
]+e
7+8
e+e
U-9
6+1
9+9
8+9
0+9
0+9
8+9
9N0
5+10
+10
9+10
9+90
9+10 9N0
9+ID
9+10
9N0
9+10
9N0
NOTE A: +/-90.0 PSF FORGLA55 TYPES 4,,OA, e, UA, ]A, e s eA; +Hvn hurl Uwsa I TM I
NOTES:
EXAMPLE ON SHEET
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
OLD WIDTH =
2) WHEN USING THE 2-V7 SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE SAM- SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7'
DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT=
3)4-.3-1/4-AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND
DOOR UNIT HEIGHT - 10.125-
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.865'
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 PAIR$ TO BE INSTALLED.
ook
Lockable®Jamb
straight Astragal
nssembiy
Larlsa0le@
SVaighl Astragal
9Psemblyl
Assembly
go-Aste@
go- Astragal
13 Assembly
Assembly
Ladtttlle 0l
136'Astrogal
Heavy-duty5tlle
HeavyduH5tlla
Heavy-dPtyStile
Heavy-duty5tile
Heavy-dutyStlle
Heavy-duHStile
Heald-dulySVle
Hea du Astra al
W- tY g
Outsitle Corner
OUWde
Inside
LarneCorner
FHea,",'dutyStIIe
Corner
Outside
Iralde Core
C.1.1
rt#61
Part 461
part W68 (Astragal(
Part #61'
Pa#6PaR#119(Ganj
Part#138 (Corner
Part R120(In.)
Part R61(sole)
Parts tl3l 
Part061
Reralved
(Corn. & Fxtl Mount)
GEAT OFAUTR SSUP6
9GD-770 I AITS I B +' 22 I PGTO130
TART F IA'
ht to Max. (+) DP
r interaction Ruling)
olgld
(+)Desl9n
,s¢e
Pressure, psi
7)
KCUD�o
a'
sea note3
r7
♦40.67
"
+90.o
S S w
OHLENGTH I--
OI OR RATIO a
(O D
_L
OR RATIO = OR LENGTH
OR HEIGHT
PRODUCT REVISED
oa complalop with Ne Florida
Balding Coda
NOA-No. 17-0420.12
JIT
* : No. 59708
T� iti�:
SOT'., S7A Oki.
-, � AIDA,..
., S.IOA/ALIEV
A. LYNN MILLER
P.9958145
NOFRAME "S+10' P4100K ANCHORAGE CONSISTS OR SEE -CS -CLUSTER
SEE
(9)P-HOOKANCHORS, SEE'C5°CLUSTER MAX UNIT WIDTH DETAILS, SHEET IO
SPLICE
'•., REQUIRED BEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
@ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR
NOTE,
EXTERIOR PLANE SEE TABLE 2° SHEET REQUIRES'C6• SHEET10FORINTERLOCK
) 24° MAX. O.C.
INTERLOCK
THIS
SHEET
POCKETS CLUSTERSEE
AND 48"NQM.
SEE POCKET 10 p-HOOK PANEL WIDTH DETAILS, SHEET 11
( )
r-______ _ z
�••' JAMB MOUNTING � z z z z zzz " B•MAX
zx
.• INSTALLATION, ADAPTER I 6'MgX. (O}-r z z z z z zx z z x
`J j
•'
THIS SHEET ANCHORS MIDWAY o'
&SHEET 14 BETWEEN P-HOOK I IDI 4PAIRS OF
ANCHORS&AT 3• I
z=FRAME ANCHORS
FROM TOP&.ANCHORS (TOTALB
IIIo
BOTTOM UNIT21- MAX. ANCHORS)
I
MAX. TO OPENING �
0d=P-HOOK HEIGFIT O.C. PER JAMB
EDGE OF POCKET BEE I ot--+ O (SEE JAMB
z�
ANCHORS
INSTALLATION i o a I OI 14' MAK O.C. ;u a DETAIL
DETAILS 'Jc'8'Kd, i�I ®I I MO=P-HOOK BELOW)
SHEET 14 8 PART
END PANEL MOUNTING x
I i I
240.0.
ANCHORAGE DSHEET19FO', I 3•MAX. ADAPTER
(2 ANCHORS) SHEEP I —.•'1 jll 'ANCHORS -
O,C,
-HOOK
i2 P-HOOK L _ _8 _61M)L _ - END PANEL
ANCHORSEND , " zz zz " "
ANCHORAGE z zzz z zzz"z 6'MAKK ANCHORAGE(SEE
AN E &KETCH BELOW)
`�ANCHCMGE�ANCHOMGE
�YT
12-
°�2 �YY
(SEE 6KET 8'MAX, TYP.
CENTERLINE ANCHOPAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04'
2a• MAX.
IEXAMPLE, 6-PANEL 2 TRACK, BO.OUiSIDE CORNER - OXX/XXO -EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48'z96"NOM.PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET 8) 6. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES; NON-STRUCTURAL
ANCHOR9 MAYBEADDED
i) APPROVED ANCHORS: SEE TABLE A, SHEET
T—
2) ANCHOR LOCATION SPACING FOR ANCHOR
T
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3. SHEETS":
48'
NOM.
<•
INTERLOCK HEAD 8 SILL: B-MAX. FROM FRAME CORNERS.
PANEL
SEE'C5'CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
DETAILS, SHEET IO TABLES, SHEETS 6.8 AT EACH INTERLOCKAND
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECI FIEO QUANTITY OF ADDITIONAL
•+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
3 5°
ADDITIONAL ANCHORS 24" D.C. MAXIMUM.
AS NEEDED TO ALIGN THE
ETMI+ HEAD OR SILL IFA SPLICE
21'
OCCURS AT THE P-HOOK
MAY
PRODUCT REVISED
O.C.
as plying with the Florida
Building code
NOA-No. 17-0420.12
5'64'
Enpira0on gal 2H712020
6° MAX.
BY
CENTERLINE - JAMOS 8 P-HOOKS: 6' MAX FROM BOTTOM. 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
NIam4Da r•du[1 CenhP
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE �2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14.
FRAME JAMB
-
--2" ANCHORAGE SEE-Cb-CLUSTER
REQUIRES
ANCHOR PAIR
END PANEL
CENTERLINE
•� C6"CLUSTER,SEE OF DETAILS, SHEET IO
CENTERLINE
--OF
a
T,ANCHORAG
DETAILS, SHEET II I INTERLOCK FOR ASTRAGAL
I--OSTRAGAL (2 ANCHORS) g•
4.051" 3.5"
MAX
` a ♦ L1cENSp'+�� i
P;
a 14
•
�11
EXTERIOR V CENTERLINE "2•ANCHORAGE I�CENTERGNE
--2•ANCHORAGE I�CENT=1(
NA 5�05 :.*=
OF PANEL3 I OFPANELq
OF PA
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
+on 1EfJNDLOgrDnrvE
onMn
7EXAMPLEPLANS
p0 .� ys•J/.�. ; tea,`
No-+� ANCHORAGE SPACING &CERl.OFAV1ktA]9B
ST dF
SERIES 770 ALUM. SGD'rONAL
NGA.
LLIILINIH IPEdmam
/V75 9 +22 C
PEffww
ASTRAGAL OR
INTERLOCK
CENTERLINE
1.75' —
f 3
\ FXIEFRIOR
V 2-TRACK 1
:E LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
NTERLOCK
EDED INTERLOCK --I CONDITION. USE IF NEEDED
CENTERLINE C6' CLUSTER DETAIL) CENTERLINE I
1.75'
3.6' . I--- 7" -F 7' --1
3 5"
ASTRAGALOR SPUCELOCATION
INTERLOCK--�IF NEEDED
CENTERLINE I
E&4
6
EXTERIOR
v 3-TRACK FRAME HEAD)SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
4-TRACK FRAME HEADISILL
R ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4")
y
E T�7 4'DIAG. 7"
v 2-TRACK FRAM
01
2.04
I
FJOERKra 7' 3.5'
r
2-TRACK FRAME HEAD/SILL
CE(USE WHERE 6CAGAL OR CLUSTER
INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -Ca)
ASTRAGAL OR (FORSPLICE
INTERLOCK- CONDITION, USE
CENTERLINE "C6"CLUSTER DETAIL)
3.5-
2.04'
4 00"
EXTTETRICR 7" 4' DIAG. EMT[Tgi01 -�{ 3.5" I—
V ............ AME HEADISILL v 3-TRACK FRAME HEAD/SILL
(oT ASTRAGAL OR INTERLOCK. Cal ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED. "06')
ASTRAGAL OR (FORSPLICE
INTERLOCK' CONDITION, DO NOT
CENTERLINE USE THIS DETAIL)
3.5' 1--
ASTRAGALOR II (FOR SPLICE
INTERLINE I CONDITION, USE
CENTERLINE "C6CLUSTER DETAIL)
3.5- 1- -
4"
EXTfETRIOR
V
4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, 'CS-)
L'ERT.OFAVIN. /]BIBS
1 [.
2.04'
I
EXTERIOR
Fad
ASTRAGAL OR SPLICE LOCATION
INTERLOCK4-IF NEEDED
CENTERLINE T..� k2.04-
7'
4- D
,
6-
DIAG.
2.04' 2.W
E
21'
MAX.
O.C.
21'
5.64. MAX.
O.C.
6' MAX. ff
1--2-TRACK L
FRAM5 AMS 6-MAX.
ANCHORPAIR ,r
2.04"
21"
MAX.
O.C.
W MAX.
EXTERIOR ."._.._........
ANCHORS MAY BE INSTALLED
- EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
NOTES:
E64" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MW.
�( ALLOWED.
I 2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET S
I 3-TRACKFRAMEJAMB
ANCHOR PAIR
PRODUCT REVISED
FOR SPLICED
mplvinE with lhu FI-Id.
9u11JTn3 C dd
CONDITIONS ONLY:
Non-Na. 17-0420A2
SPLICELOCATION
ExPhnKon oat.P2/11/2020
4-TRACK FRAME HEADISILL
Q ASTRAGAL Oft INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED.'C6')
WITH & WITHOUT SPLICE CONDITION
10 ✓ 22 1 PG70130
* NO.53705 r
SOT'•.. STATEI/':'�.
�FS''.F20RIOP.: `X%�:
y 07JAL
A. LYWI MILLER P2.
P.E84BT05
-- 2.04'
2.oq•
INTERIOR
INTERIOR
4-DWG.
6.12"
6.12,
I INTERIOR 90 3.
INTERIOR 7'
—� 0° 3. •
E oa
3.5" ° 4'
3.5' 4'
2.04' MERIOR
2.04' 7'
EXTERIOR
90' CORNER
00- CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 6 OR B CLUSTER
ANCHORS ARE REQUIRED,•
ANCHORS ARE REQUIRED, -CT)
4.08"
INTERIOR
FXTEROfl
4'
WERIOR�
0
3.5' INTERIOR 1�
7'
4.08• I H. 4.08'
INTERIOR 2.04' INTERM
7"
8.94'
3.5'
• INTERIOR
4' DWG.
2.04' EXTERIOR 4• 2.04' 1. - e8.94'
135' CORNER 135' CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER
ANCHORS ARE REQUIRED, 'C4J ANCHORS ARE REQUIRED.'C6')
INTERIOR
4,08' .+1'ANCHOR
3 EX ERIOR
3.5'
7"
CENTERLINE
1 3.5' I� I \ 4' 1 ' ,j' yl 3.5, Q OF PANEL
EXTEROR 7" yl /J EX_ T8RIOR I-� 7- 4" 1 RloR �� "+2'ANCHOR
90-CORNER 135-CORNER EXTERIOR
VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
(•CB° ANCHOR CLUSTER REQUIRED ("TT ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) I 4"DIAG.
IwmOR t.4'
INTERIOR 2.04"
3.5'
EXTERIOR .1E CENTERLINE
4' INTERINR 6'� OF PANEL
3 905' 136' '+3'ANCHOR
7° 04.
2.04' J I I —�'•" (� ' 4'DIAG.EXTERIOR
EXTEWOa Vim— �I �J'
90' CORNER 135' COSINE
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME H
('CB' ANCHOR CLUSTER REQUIRED ('C8-ANCHOR CLUSTE
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACKC
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 107PTEL1PrEnul
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE I N.=
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. m m).
36' 4 �.
Ly_. 7' EXiEmoa
q• 3.5
R 2D4, CENTERLINE
R �OF PANEL
EAD/SILL 4-TRACK FRAME HEAD/SILL
R REQUIRED INTERMEDIATE ANCHOR LAYOUT
ORNERS) (3-TRACK SIMILAR)
.I -ANCHOR
RLINE
OFPANEL
•+2-ANCHOR
z.o 4•oIAG.i
3.5
-CENTERLINE
OFPANEL
'+3•ANCHOR
2A A'OWG.
3.5°
"
Imo. CENTERLINE
OFPANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
BWIJIn9 Code~IN W. FlotlGa
NOA-No. 17-0420.12
EXPIrXtlon ORto02/17/2020
Na. 58705
n cERr.oFAUTx.,Tmee ocrtlw 77v 11u1111"'I""I '' nt"" JR 04PY17 C NO CHANGES iHI55NEET. avrmvxromn e.e veu• mi. �,,,,. —7 Ae
A.'L MILLER, P£.
id11Y14 '�RR s0o-77P NTS ff +22 P0T0f30 C PE.tlEB'NS
1 (1/4' MAX.)
E>« 1
a 2-U16'•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE 3,SHEET I r
WOOD ANCHORTYP.,
SEE ANCHOR NOTES 4
& TABLE A, SHEET 1
EXtEMOR
114" MAX. SHIM
_ EDGE DISTANCE: I
SEE TABLEA, SHEEii 1
EXTEpIpq 2-1 /18'•1/4'
a rMAX _
1 SHIM E%TEwoR
TABLET, J
SHEET 1 ,
2XWOOD SEE ANCHOR
2X WOOD WOOD ANCHOR TYP., METAL TYP., SMSANCHOR7YP., SHEET 1.
TNOTE3, ANCHOR &TABLE HOR NOTES TNOTE3, ANCHOR SEEANCHORNOT1 NOTE
4,SHET SEEANCHORNOTI
NOTE 3, SHEET &TABLE A, SHEETI NOTE 3, SHEET STABLE A, SHEETI NDTE 4, SHEETI STABLE A, SHEET?
® WOOD INSTALLATIONME HEAD 6 WOODDINSTALLATIONN (5 METAL NSTTAALLATIOND
WOOD ANCHOR TYP., 2X WOOD WOODANCHORTYP., 2X WOOD SMSANCHORTYP., METAL TYP.,
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP.,SEEANCHOR SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 17 NOTE3,SHEETI SEE &TABLE A, SHEET NOTE 3, SHEET SEE &TABLE A, SHEET NOTE 4, SHEET
ANCHOR ANCHOR
NOTE 5, NOTE 5,
SHEET 1 ` SHEET 1
(1/4"MAX.) - "','. 1 . (114"MAX.)
E wm -
a 2-1116•
EDGE DISTANCE:
SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A. SHEET
3-TRACK FRAME SILL
w WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET
MIN. OF THREADS BEYOND
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET I
2-iH6"•
2-1l16"'
NOTES:
7 /4°
114" 1.ALLDIMENSIONS
MAX.
SHIM EpIaR
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
1
2.METALORWOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE: 2X WOOD
SEETABLEA, TYP SEE ANCHOR
-�SHE�(ET I NOTE 3, SHEET I
2-1116' •'
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES -
& TABLE A, SHEET 1
EM�'RLOR
V =
1/4'MAX SHIM
coda. WAUM.ALQ9e
TANCE:
BLE A,
T1
2-1116°•
DIAGONAL O.C. IS
MIN 4• (HEAD & SILL)
OR 6' (JAMB) SEE
DETAILS, SHEETS 10 &
OF3 THREADS BEYOND
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
w ME TALINSTALLATION
EMBEDMENT. SEE
TABLE P, SHEET i
PRODUCT REVISED
s mptrlficv4ne with me Florida
NGA-N v
Now-Na. 17.O420.12
EDGE DISTANCE:
B.Piratton uu1o02/1712020
SEE TABLE A.
dc
METAL TYP.. SHEET
By
SEEANCHOR
dam uce onw
NOTE 4, SHEET 1
2-iH6'•
EMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN.OF3 1111
THREADS
p",(1NY LYNN
EMMQR BEYOND THEETAL
SM �IGEN'
V ITSUBSTRATE'• •,�1P',
1/4"MAX SHIM I-- -*: No. 6&765
4-TRACK FRAME JAMB
METAL INSTALLATION ;7J •.
Wo 770 I NTS 1 12 u 22
lOtSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS
CONCRETE CNC TE SEE TABLE A, SHEET I CONCRETE SEE TABLE A, SHEET SHOWN ARE BASED
TABLEA,SHEETi
PER TABLE
2-1118°' PER TA LE 2-1116" PERTABLE 2A/16•. ON MIN. ALLOWED.
A, SHEET A. SHE I A, SHEET 1 114' •DIAGONAL O.C. IS
-
EXTERIIXi, 1. i•; .., ".,f:. '%C`: `.:r.'f !: r MAX MIN 4'(HEAD&SILL)
I
a. 1 1 SHIM OR6 (JAMS)SEE
T
IMBEOMENT: J R EXTERIOR -f DETAILS, SHEETS
MAX.Ez{Epl 18 8 t 1.
IBE TABLE A, MAMA-
SHIX.M
SHEETI SHIM SHIM
PROPERLY SECURED IX CONCRETEANCHORTYP., ROPERLV SECURED I% CONCRETE ANCHORTYP., PROPERLY SEC' CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEEANCHORNOTES& OODBUGKTYP.,SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A, SHEET CHOR NOTE 3. SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLEA,SHEETI
® NFRAME HEAD
NCE
STALLA71ON %COCRETEINSTAATION CONCRETE INSTALLATION
CONCRETE
CONCRETE ANCHOR TYP.. PROPERLY SECURED IX 0 CRETE ANCHOR TYP., PROPERLY SECURED I% CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEEANCHORNOTES& WCDBUCK TYP.,SEE BE ANCHOR NOTES& WOOD BUCK TYR. SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A. SHEET ANCHOR NOTE 3, SHEET TABLE A, SHEETI ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET
SEEANCHOR SEE AN OR SEE ANCHOR
NOTE 5, SHEET N TE 5, NOTE 6,
S EET 1 SHEET 1
I (114' MAX.)]— I
- (114-MAX) (1/4'MAX.)
J. 1
•- E RVJR t EXTERIOR
EXT.O , .5.
2-1/18" 2.1 6— PER PER TACONCRETE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A. SHEET 1
,
_
SEE TABLE A, SHEET I PERTABLE EE TABLE A. SHEET I PER TABLE SEE TABLE A, SHEET
EMBEDMENT: SEE TABLE A. SHEETI A,SHEETI EM EDMENT:SEE TABLE A SHEET I A.SHEETIEMBEDM ENT: SEE TABLE A, SHEET
SILL SILL NCRETEI FRAME
RINSTAALLATION INSTALLATION
NCRETECK
COONCRETECK
COOE (eCOE ATION
EMBEDMENT: SEE PRODUCT REVISED
—':
TABLE A, SHEET I p1 m wun Cho norlaa
o,`m`amg Goa
EM EDMENT: SEE NOA-xo. 17-0420.12
T LE A, SHEET EDGE DISTANCE:
eaplra6nn 0a1n 02H7f2020
• SEE TABLE A
EDGE DISTANCE:
PROPERLY SECURED
EMBEDMENT: SEE CONC UANCHOR _ SEE TABLE A. 1%WOOD BUCK TYP., SHEETI By
TABLEA.SHEETI —`I TYP., EE ANCHOR SHEETI Mmm ael eanaml
- SEE ANCHOR NOTE 3, _
'ROPERLYSECURED ::EDGE DISTANCE: NO S&TABLEA SHEETI
IX WOOD DUCK TYP., i SEE TABLE A, SHEETI 24/16—
SHEETI 2-1f16"
IEE ANCHOR NOTE 3, CONC.fCMU ANCHOR
SHEETI TYP., SEE ANCHOR
:ONCJCMU ANCHOR •� 2-1A8" PRO ERLY SECURED NOTES&TABLE A.
TYP., SEE ANCHOR 1X OOD BUCKTYP., SHEETIrCONCRETE
SE ANCHOR NOTE S, �'• CONCRETE II IIIIII 7/7
NOTES&TABLE A, OR CMU N
SHEETI
SHEETI ;- CONCRETE •:,:; ORCMU TE�EwpR PER TABLE �I,)JA-.....AI
': PER TABLE '`:'
"W�TRRL OR CMU .', A, SHEETI ` ENIp !_
A, SHEET
V1/4-MAX. SHIM -+II-'— PER TABLE TT1T .•�=
V F� �\* NO.58705 '
A, SHEET 1 114' MA%. SHIM --I f
1!4'MAX SHIM I-�
/r
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a.auw ALYNNM6IER, P.E
NTS 13 .12 P0T0130 C P""m
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED ATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A. SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYR, INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT; 8 TABLE A SHEET 1
L EDGE DISTANCE: SEE
BL A, SHEETI EMBEDMENT:
2# SEETABLEA,
EXTERIOR SHEET 1
PHOOK WOOD ANCHORTYP., 1L
SEE ANCHOR NOTES V P-HOOK
8 CONCRETE TABLE A, SHEET
(ALSO SEE TYP. 2.69Y MIN. CMU PER TABLUEE
ILLUSTRATION, SHEET 9) EDGE DISTANCE
ASHEETi
®P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS 018,920, #22 OR #24
WOOD INSTALLATION EXTERIOR MOUNT SHOWN
(SEE TABLES IA, 2A 83A MAY ALSO BE INSTALLEDIN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR
EMBEDMENT: SEE
P•HOOKMOUNTING
CONCRETEOR
NOTE 4, SHEET I;
SHEETI
ADAPTER SMS
CMUPERTABLEI
MIN. OFTABLEA
ANCHOR SEE
A, SHEET I
BEYOND THE METAL
BEYOND THE METAL
ANCHOR NOTES
NOT
SUBSTRATE
&TABLE A. SHEET
EMBEDMENT:
(ALSO SEE TYP.
'
ILLUSTRATION,
SEETABLE A,
EMBEDMENT.,
SHEETS) ,
SHEETI
SEETABLEA,
0
DISTANCE: SEE
SHEET 1
T BLE A. SHEET I
P-HOOK SMSANCHORTYP., Ent 11
J SEE ANCHOR NOTES n
8 TABLE A, SHEET 1 V
(ALSO SEE TYP. 2.693' MIN,
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19, #21, 023 OR#25, EXTERIOR
METAL INSTALLATION
(SEE TABLES IA, 2A 83A MOUNT
FORWATER RATINGS) ONLY
CE .. OFAIIIN /ffim
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
26
ANCHOR NOTES 8
TABLE A, SHEET 1
I-IW MN. EDGE DISTANCE
E RIOR
-'�t��'�`�'"
28
:1 ,.;
P-HOOK MNTING
OU;�
•g.,j
'1"�t +..
ADAPTER CONCICMU
..-• �:',.'1' �a
ANCHOR TYP., SEE
�'"�''''"'^�•'
ANCHOR NOTES B TABLE
EMBEDMENT: SEE
A, SHEET
TABLE A. SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY
SILL RISER
PARTS #18, #20. #22 OR #24,
CONCRETEJCMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA. 2A 83A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOKMOUNTING
EMBEDMENT: SEE ADAPTER CONOICMU
TABLEA,SHEETI ANCHOR TYP., SEE
........ ...:: ANCHOR NOTES B TABLE
;,- �•':" A, SHEETI
(ALSO SEE TYP.
1-114" MIN. EDGE DISTANCE
NOTES:
L ALL DIMENSIONS
SHOWN ARE BASED
ON MIN, ALLOWED.
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET I FOR
ALL APPROVED
SUBSTRATES.
3. SEE TABES 13,
SHEETS 648 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR OUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
s aamplY<e with Me Florida
Npllgln9 C d.
NOw-No. 17-0420.12
P-HOOK CONCJCMU / I EXTERIOR
ANCHOR TYP., SEE J
fl
ANCHOR NOTES STABLE
V
A, SHEET 1
2.693" MIN.
(ALSO SEE TYP.
EDGE DISTANCE
'
ILLUSTRATION, SHEET 9)
ll 111 l llllll
®PARTS#1ORUSEWITHBOX
SILL RISERS
�� ,,
O
Ko
EXTERIOR
` � uCEN,9t: •�.�.. .
CONCRETE NSTALLA TON
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'•P
(SEE TABLES IA, 2A 83A
ONLYT*:
No. 66Tp,1
FOR WATER RATINGS)
_ T : 47 astle
e 22
PE.
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX.UNITWIDTH
HEADER DETAIL'N, MAX. NOM. PANEL WIDTH
SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3
OETHEET 12a 1L� WIDTH INTERIOR
SHEETS 12 8 13
NOTES' - EW
ERTERIOR1) SEE SHEET 17 FOR INDIVIDUALPANEL CONFIGURATIONS AS 90°APPLICABLE. BEE OP/ANCHOR PANEL PANEL PANEL CORNER DETAIL'N7,TABLES, SHEETS BE FOR MAX. T.pE ?QSE ME SHEET 198CORNERPANEL HEIGHT AND WIDTH. SEE ANCHORAGE SHEET 11SHEETS 18 & 19 FOR SECTION NOM MAX. UNRDETAILS AND SHEETS 72-14 FOR MAX. MAX. HEIGHT INTERLOCK DETAILINSTALLATION DETAILS. PANEL �� WIDTHTYP.DLO PER 'M', SHEET I9
2 7 LOCK ITEMS75&107-11D AT HEIGHT HEIGHT TABLES ExE� INTERIOR
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ASTRAGAL & INTERLOCK x'GV &'Ge, SHEETS 12 & 13
COMBINATIONS PER DP/ANCHOR
TABLES. Ia. DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
SILL DETAJLV,IOSHEETILS PANEL HEIGHT =DOOR UNIT HEIGHT -1.866'
INSTALLATION DETAILS EXAMPLE' 90° INSIDE CORNER 4 PANELS - XX/XX i
'Dv/&TV, SHEETS I2&13 SILICONE HOT-MELTBUIYL
aTRUCTUML'
SILICONE STRUCTURAL SILICONE WIT NOM.
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PartR Description Material EXT. GLASS �111IIIIrrr
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See this
128 QUanex Super Spacer nXT with Hot Melt BUM Sheet for INT. GLASS INT. Gusts P'
128 Quanox Dureselil Spacer Materials No. 33705
127 Gaanel N. Edge Spacer 1a3 DURASEA&SPACER /n XL EDGET"SPACER
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ASTRAGAL HEADER DETAIL'A', SHEET
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L2. SHEET 19 'AW&'Ad, SHEETS I2&13
iEETS 12 913
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PANEL
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TYPE
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TYPE
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
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ASTRAGAL DETAILS'L1'$ INTERLOCK DETAIL TA', SHEET 19 JAMB DETAIL' ETAIS'W&
L2, SHEET 19. INSTALLATION DETAILS'IW 8
''l INTERLOCK DEIAIL'M', SHEET 19 'Ic', SHEETS 12 & 13�
�HEADERDErAIL , -
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JAMB DETAIL'HZ, SHEET PH
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'HW &'HC, SHEETS 12 & 13 'Jc.'KW &'Ke, SHEET 14 DESHEE S 1 & 13 DETAILS'IW 8'la', SHEETS 12 873
SHEETS 12 & 13
MAX
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MAX. UNIT WIDTH
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Xa
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I
O
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EXAMPLE: OXXXD SILL DETAIL'E', SHEET 18:-
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13
CER� 0£ANk R3tD9
MAX. UNIT WIDTH -�
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EXAMPLE:XXXO SILL DETAIL 'F, SHEET 18;
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'FW & To'. SHEETS 12 a 13
sOo-T�a�NT8�16 . 221PGTO130+ 221PGTO130
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Gi. SHEETS 12 & 13
5 INTERLOCK DETAIL
�'M', SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 $
CORNER ANCHORAGE
`SHEET 11
WERIOR
'PERTABLES
UNIT WIDTH 13
DETAIL'0', SHEET
ILLATION DETAILS
SHEETS 12 & 13
PRODUCT REVISED
os complyingg Its the Florid.
9WIdn.9 Cotl.
NoA-N. 17-0420.12
* . No.58705
11
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
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M
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aE R P 21 SEE DETAIL ON SHEET I6 VE%iENOR
1 121 SEE DETAIL ON SHEEP 15
SHOWN WITH 2-TRACK W/BUREEN
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TRACK
EXTERI
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143, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE.
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(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
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NOA-No. 17.0420.12
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expiration Oat° 1712020
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NOTES:
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2) ITEMS # 33.39. 5659, 66, 78, 84-98,
121 8122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 311V MASONRY
ANCHORS @ 24" MAX O.C.
PRODUCTREVISED
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7LOCKW09K
SCREEN LOCKBET
42
41810
SCREEN KEEPER SPAf.ER SET
43
8152
Bm52
SCREEN NIETLLOIXPDAPTER
!{
ddZB
811P0
SCREEN DOUBLE NIF.RLOq(
IS
4317
812Z50
STAEFNIOPRM-
46
9110
BIZ251
SCREEN BORON PAL
I]
668 ,
7SPA2
STPBmMOftOt1ER
Ie
6B8
]SRAK
STANDAADROIIER-ST. STL
19
IlN
043N
SCREEN ASTRAGAL
fi0
Ind9
BITJ49
Om 6OlEEN ASIRAOPLAOAPIER
51
109Z
B189P
SCREEN 6PLNE-.1B5"
5P
1694
81894
6CREEN 6PLNE-.15P
53
01010Ct0
SCREEN CLOTH
51
RPS
IIYX4"X1I10"&ET. BLOCK,NEOPPENE 05 +/d
65
1]21
1"%4" %1/16' SET. BLOCK, NEOPRENE 85 Hd
Item
DWOT#
POTR
Description
W
tnzs
B1T325
PANEL STILE
H1
11JPB
BIT]20
PANEL SI4E¢IFAW C11iY)
6K
1n21
B1n2T
YTIERLOQCAOPPIOR
W
1225
6TP210
VINYL BULB WSiP.-THN6NSBN: WIERLDIX7
04
f]x9
i1i29
SILL END WFATHERSTRP PAD
05
1n2B
817J28
INTERLOCK 6CREW COVER
BT
1T329
B1nZ9
ASTRAGAL
BB
1T3JQ
B1n]9
NEAVY OUIYASiPAGAL
09
Ii324
B1i324
TOP It BOTTOM RAIL
TO
11350
d11350
WEATHERS1111P E%IENSON BNJECIDN MOLDED)
]t
1895
]1695
1-7i2'X1'X314'HOH FIN SEAL OUSTPLWS
]2
B19
T0153X
TANDEM St. SII-ROLLFA ASSY.
]J
0153
T8153N
TPNOEM NYLON ROLLER ASSY.
TI
SLICCNE
OOWd99, 00W-B950R f�-TT00
)5
01H5
T0105%
GFMNIMORTICE 3-PLY IXNL LOCK WADNO TRM PIATE
TB
T/W2%IFPF%
e1052 %1'FL 59 SOIEWWI TYPE'F•11P '
TI
T103339
10�25re¢DNC LLNM
T9
U35i
BL1]sT
i' O BEAD
BO
11359
91]]59
TNB•BEAGiF�OPANEL CUP '
01'
11380
B71300
4'10'BFUD
82
1P21
mP24]K
VNYL BULB WFAp1fRSRiP
83
et T15
1145
OWE NC,VT'%1116"GGL SIDE ADH. TAPE, POLYEM.
too
0p,2
48052
ROLLER ADl HOLE PLUG '
101
TLIm
J448 RIIMPFA '
102
1W0
TID90
WST PLUG
10J
0180
TBI6H%
t•K[EPER
1H1
BST
TSOIO:FP
SCREEN LOCK KEEPER
105
11311
tl1n11 '
fgED PANEL DJP6•LONO
iW
1T352
BIn52
FDED PANEL RETANER-9'10'
10T
1I39
TIIJ9
WViOLE KR-14161DR RAISED W11H THUMB TURN
IOB
1I10
i1i/0
HANDLE KR-NEED E%IERDRHANIXE
109
1131
)01025N
HANDLE HR-RETESSEO NTFAOR WIM TIIUMBNRN
1f0
1]3P
101T0
HANDLE Kn-RECE6SFD EKIERmR POLL
111
]IOndPP9DA%tl10
%3/4'PK-PN.IEK-6.5.
fl2
1235
0iS10
WSIP, .PTUX.RO-FW SEAL
113
1712
01088
.IW'%230'FNSEAL
111
ilOX115PP%
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113
I10NIPT
A10X1•
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MO%iX
Yid-20 %1'3.5.
tf)
n0%111%
Yf4-20%1-ifl SS. "
11B
ITS3B
BfT]b
900EGflEE CORNER RELENEft
119
1T13T
BDS1T
900EOREE OUTSIDE PARNERASIRMAL
120
1]i1B
O11n30
9BOEGREE NSmE WPNFR rl9T(NOAL
151
1)352
B11J52
FD£O PANEL NETNNERTIB'
5.069' 8.562-
0.080'
1.211- 1.505" �JuLL- 4 4
0481' 02-TRACK HEAD ID 4-TRACKSILL
(6063-TB AL) (6003-TB AL)
1.211'
0.081' OLTRACK HEAD W/SCREEN TRACK
(6063-T6 AL)
InnId� 1nI 8.520: �III�II�
II r 11 080' II S
(D3-TRACKSILL
(6063-T6AL)
7.105°
6221'
0.080"
TTI7.271'
1.505•
0.081'
O3 3-TRACK HEAD
O2-TRACK SILL W/SCREEN TRACK
(60fi3-TB AL)
(8083-T6 AL)
9.142-
4.49'
0.000"
1.211' L606'
FI17MFM-
0.081' O4-TRAC HEAP O2-TRACK SILL
(60B3-TB AL) (6063-T6 AL)
- y 1.514-
0.062'
1.260- 0.532'
0.060° 1.516'
FRAME HERD/JMAB SCREEN FRAME SILL SCREEN
ADD -ON 12 ADD-0N
(6063-T6 AL) (6083-T6AL)
REQUIRES MIN. #10 SMS
OR 31W IV ASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAK O.C.
LT0.060"
0.780'
1.99W
FRAME SILL SCREEN
13 ENDADO N
(6063-TEAL)
REQUIRES MIN. #10 SMS
OR 3/16• MASONRY
ANCHORS @ 2,4' MAX. O.C.
l
0.062"
1A79°
0.081°
(.:.)SCREEN
STILE
(8003--TG AL)
6.069'
- r 1.045'
I
7.993' 0.062"
u 2-TRACKJAMB
a5 SCREEN
TOP RAIL
(6063-T6 AL)
(6063-T6 AL)
15-
18 3-TRACK JAMB
(6063-T8 AL)
XTRUSIONS
ERIES 770 ALUM. SGD-LM IMPACT
a..
sao-np NTS 27 ✓ 22 PGT0130
17 4-TRACKJAMS
(6063.TOAL)
b-
I-es--- 0.875'
93
L9-- 0.062"
SCREEN
BOTTOM RAIL
(8063.T6 AL)
PRODUCT REVISED
pl lnN with the Florida
eun`alnp dad.
No"o. 17-0420.12
F.pintlon Data 02/17/2020
IM
*: No. 58705
•,nano
ALYNNMI P.E.
Me 58705
0.718° +I j^ 0'� 3.802" 2.304' 0.752' q3.802"2•0.574' L 1.16310.885°
0.062JJJ0.796'0264- 0080° O.OB2'0.233°0.07fi"FRAMESILL P-HOOKMOUMIN P+i00K BCREW6 SCREW COVER it TRACK x6 P-HOOK 29 ADAPTOR OCOVER 0.080" 3o P-HO
(6083-TS AL) (6063-TB AL) (6063-T6 AL) (6063-TEAL) (6063-TEAL) (8083-T8 AL)
.155' 2.30
0,080'
0.830°
1.974- - I
244" -� I
al 135' CORNER
(6063-T6 AL)
1.488'
.080" 1.870"
az 135- FIXED MOUNT
(6(163-T6 AL)
3.979'
0.075"
1.645"
0.126"
O STANDARD ASTRAGAL
(6083-T6 AL)
003"
0.75T
0.060'
9FIXED
toy PANEL CLIP
(606346 AL)
.550"
0.709'
0.060"--�I-r-
FIXED PANEL .
165 RETAINER, 9/16'
(6063-T6 AL)
4'
0.062"
1.600
3 125'
4o STANDARD STILE
(8063-T6AL)
0.281- --I Fes--
O HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL
(6083-T6 AL) (6063-T6 AL)
0.080"
i I0.7091
O.B831--
FIXED PANEL
133 RETAINER. 7/B'
(6063-T6 AL)
4.
0.133' 1.s00
41 HEAVY DUTY STILE
(6063-TEAL)
1.3047
1.739' +(
0,062' 1
688'
0.325°
0.062'
10
02 10-- B5 1IR CO
ADAPTRLOCK
ER SCREW COVER
(6063-T6 AL) (6053-TB AL)
(-- 1.050' (-- -y 1A50'
.289' I .811" .4f81�
�045"
045° �-
GLAZING
TB BEAD (I.G')
(6063-T6 AL)
7116•GLAZING
OBEAD, FU(ED
MNELCLIP
9116'GLAZING
B1 BEAD
(6063-T6 AL)
PRODUCT REVISED
C! lan me smaa.
BUl�tlinB cotlo
(6063-T6 AL)
NOA-No. 17.0420.12
explrallen Caen 02/17/2020
4°
7.498" DAM" 498"
L
5.821'
116 00° CORNER RECEIVER
(8053-TEAL)
11990.0 TSIOE CORNER ASTRAGAL
(6063-T6 AL)
NVF aXV6
pf). lw
c o mmu o
SMM
5.621"
0.133"
4"
01z600' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
p`�\\ YLYNN
•�Q.ON """+ ...
' �ICENSf'.
'•. '•.P
No. 58705
AOT., s ATE 0 �• [(,��
utAAe `
PEIMM
.UM. SGD- IMPACT
9172 • 22 PGT0130
C