HomeMy WebLinkAboutNOATHESE PLANt _Z ALL PROPOSED WORK
ARE SUBJECTTO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
AY BE NECESSARY IN ORDER TO RECEIVED
MIAM11AXDE,' OMPLYWITHALLAPPUCA13LECODES. MIAMI-DADEcouNTY
D
JUN 2 7 2010 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR@UfinR%#bePartmer$ 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION St. Lucie County (786) 315-2590 F (786) 315.2599
_NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive SCANNED
North Venice, FL 34275 BY
SCOPE: St. Lucie County
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 10SGD-770" Aluminum Sliding Glass Door w / 90` & 135° 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 C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small 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 beavailable for inspection at the job site at the request of the Building Official.
This NOA revises NOAN 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.
��A-lCC7�eRX�C_. NOA No. 17-0420.12
MIAM4DADE COUNTY E' L U(VTY BUILDING DI Ex ' February 17, 2020
R I �0 LIANCE ION roval Date: September28, 2017
DAT E Y r Page I
PLANS AN PERMIT MUST BE K
SITE OR NO INSPECTION T N jOB
(S) L EMADE CONCEALFDFASTENMSORATiACHME'JTS
ARE THE RESPONSIBILITY OF THE
Cf1NTRACTf1R nR RFCORD
AIL 10:41
PGT Industries, Inc. ;p;` r=?• 7 3t•t
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM ImpacV, sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under 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 2411.31.1, 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
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and -reissued on 12/29/09, signed and sealed by Julio Gonzales .
(Si!
bintted render NOA No. 09-0826.10)
Pr6XJorge M. Plasencia, P.E.
dnd Control Unit Supervisor
- NOA No.17-0420.12
kation Date: February 17 2020
�APproval Date: September 28, 2017
E-1. 3iA0
l
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 FBC-5th
Edition (2014) and FBC-61 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Z. 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 07108/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6'h 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 N6.16-0152 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 POT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
®r
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90e/135e CORNERS
GENERAL NOTES
11 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.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E73CT
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33.lM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&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, FTL-5993, FTL-6001, FTLE014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6026, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND F L,7554
ITop, I Nord80k(LbleatromEkmNmWInWrm4
DESIGN PPE8311RE RATMO IMPACT MTING
SEETPBLES 1,2A3W RATED FOR LAROE&SMALL
6HEEIS e,T80 MISSKE IMPACT PESISTANCf
F017 FLORIDAABDILDING
•201T FLOIDBUILDING CODE (FBC), STH EDITION
•20H E131MA BUILDING CODE IFBC), 5TH EDITION
.ASTMNSV F&PAN0
.ANSVAF&M DESIGN
UISFOR W000 CONSTRUCTION
•AWMINUM DESIGN MANUAL ADM-2016
•AISlSgt
•asc 350-tB
GENERAL MOTES .............
I
EXAMPLE CONFIGS......
....2.3
GLAZING DETAILS ...
4,5
ANCHORAGE ....:................0.14
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS......... ...........
15.16
PANEL / SILL TYPES.........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
JAA I DER/.OFAUM..
TART F A-
non,
Mon.,
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Anchor Tjrye
Free.e
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6u0Rmm
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Distance
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EmbeAngre
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A
0121"SMS,
Btiy=W kel, F.-BE kel)
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Fy=STka1,F.=894a1
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law
B WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETHMI ONE OFTiOe ANCHOR GROUPSASOVE,
CHOOSEWEANCHORGROUPOFTHELOWESTteT FORA LYMMINTHISA WVAL.
2)AU.ANCHOR HEAD TYFESAREAPPUCAeIE
3)FORSTEELST M,MIN.FU=45MI,MMFY=33K51.
4) FILLED BLOCK YALUES MAYALSO nE USEDIN HOLLOW 8LOCKAPPLICATIONS.
5)ANCHORSMII3TBE OF SUFFICIENT LENGTH 80THATA MINIMUM OF3WREAOS EMEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
I) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY
MIAMI-DARE 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.
3)WOOD BUCKS DEPICTED AS lXARE LESS THAN I-1/2•THICK.
PRODUCT REVISED
as complyingwith the Florida
Cod.
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
N0A-No. 17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2XARE 1,12" THICK OR GREATER. IX AND 2X BUCKS
Explmaen Date02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
By
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS I
Mmmi aProBod Control
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.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
,III UII
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
�S�pNY LY.....
MAX 1/4" THICK & 3400 PSI MIN.. (DOME BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
` •VICEN@F'•;w'j''�`
M1WW`
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
= No. SOLOS
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
* :
-
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=
BYTHE AUTHORITY HAVING JURISDICTION.
L4 jjp)l...a !n.z
i .22 1 POT0130
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 14 t` t_
-T
t
Jw
MAX. UNIT a
HEIGHT
PERTABLES 13
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
PER TABLES 13
NOM. PANEL WIDTH
PERTABLES 1.3
MAX.. UNIT
HEIGHT
PER TABLES 13
3-PANEL CONFIGURATIONS
MAX. !U1!TW1!1!
NOM. PANEL WIDTH ` to
PER TABLES I3
MAX.. UNIT
HEIGHT
PER TABLES 13
I
m mmulm m m
mO
NEWYA
LE
5-PANEL CONFIGURATIONS
NO
cF1R.OFnINM ADiW
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw-, "JC,'KW OR "KC INSTALLATION.
EXAMPLE: 4-PANEL X)= IN POCKET (p) CONFIGURATION CAN BE
p)O=p, ppXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) DO- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X" = OPERABLE PANEL,
'0'- INOPERABLE PANEL,
POCKET DETAIL LETTER
'�W = WOOD OR METAL INSTALLATION
® 'o'=CONCRETE INSTALLATION
L-SHEETNUMBER
DLO WIDTH -NOM. PANEL WIDTH -r
1,O� HEIGHT = DOOR UNIT HEIGHT -10, 125'
PAAXIEL HEIGHT=DOOR UNIT HEIGHT-1.866"
wD m I NTS 1 2- 22 1 PGT0130
PRODUCT REVISED
ne camplylaD with the Flatlaa
Bplldla8 Cato
Bow-Na. 17-0420.12
F.Rplrallaa Date 02117/2020
PE
EXAMPLE CONFIGURATIONS
MAX TESTED UNIT WIDTH =
355.7116- @ 96' HEIGHT
300-1/4' @ 120' HEIGHT
NOM. PANEL WIDTH
PER TABLES 13
g e
a
MAX UNIT
HEIGHT, g 1
96'OR 120"
J-_
6-PANEL CONFIGURAI
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALBO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jvf,'Je.'Kv! OR'KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR X P. OX%X IN POCKET CONFIGURATION
CAN BE OXXXp,
2) 90' & 135°-CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH. SEE TABLES 13.
'W=OPERABLE PANEL,
'0' = INOPERABLE PANEL,
'p- = POCKET
r— DETAIL LETTER
/9IN—W = WOOD OR METAL INSTALLATION
W -e=CONCRETE INSTALLATION
L8HEETNUMBER
I
DLO WIDTH o NOM. PANEL WIDTH• 7'
1B
1g
g
14 j
DLO HEIGHT -DOOR UNIT HEIGHT-10.125'
t
t9
1` j�
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
MAX. UNIT
Hii
1
i9
/§$p
HEIGHT
g
/
�guw
PER TA133LE573
I
7-PANEL CONFIGURATIONS
PRODUCT REVISED
1 1
%IM wiu the Fmddn
9ullUin,g da
NOA-No. 17•0420.12
MAX. UNIT WIDTH
NOM. PANEL WIDTH 1 a
PERITABLESS 1-3
1
MAX. UNIT a
HEIGHT
PERTABIjLES 73
J�
w
¢T
a711
m
m
I _r,
r---1
Jw c I
1
o�4
1§ �
POfXEF
B-PANEL CONFIGURATIONS
-r`r---�
3 3
CE ..OFAIIIH& M
3 w 22 1 P070130
v pl.ft. mtu 02/17/2020
No. 58705 r
AAYNNMIDEA,PE.
P.EA5am
GLAZING DETAILS
I
(G3 G3A 34, G4A, G5 & G5A)
I
7116' NOM.
7116'NOM.
I- NOM.
3/16° HS GLASS
3/16' HS GLAS3
3/16' HS GLASS-
-
090" PVB
.090' PVB
.090' SG
311V HS GLASS
3/i6' HS GLASS
74 3/16' HS GLASS
74
3/6" AIR SPACE
74
3116' T GLASS
82
82
83
IMEkIOR
3/4'NOM. EXTENOR
3/4"NOK
3/4' NOM.
a
GLASS
a
GLASS
124-12
GABS
SITE
B E
SITE
E%IEWOR
BO
60
a
7116" LAMINATED GLASS, TYPE G3
7116" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9116' NOM.
9/16" NOM.
1' NOM.
9/78' HS GLASS
1/4' HS GLASS
—
114' HS GLASS
090" PVB
.090' PVB
.090" 3G
3116' HS GLASS
1/4'HS GLASS
74
114"HS GLASS
16
5116' AIR SPACE
74
—
1/4' T GLASS
PRODUCT REVISED
62
02
�'
plYing with th. Fkdda
Building Colo
3f4' NOM.
3/4-NOM.
NOA-No. 17-0420.12
R' I°RJF
GLASS
Ex7ER1oR
GLASS
124- 2
8GLASS,
GLA65
Ep'aaon gate 02172020
BITE
SITE
BITE
By
By
E%TERIOR
o uC r
Rt
81
9/16" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS TYPE 34A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
N0.58706'r '
'ANN'=ANNEALED
'HS'= HEAT STRENGTHENED
T=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
a�aaY
=�7.1 '•. r� ii /'.`
- 5iq
®
"PVB'=.090- TROSIPOL PVB BY KURARAY AMERICA,INC,
ta7g7EcwvotoGVORrve
N1•EwTE Tt
GLAZING DETAILS
�. `(OS's °<ORIOP,.�'���:
°SG'= A90' SENTRYGLAf BY KURARAY AMERICA.INC.
�''SACNAL
SERIES 770ALUM. SGD-LMfMPACT
ENG``
m wmAn7 c uoauNses WssREE7.
ahonnamn
e,aerue u.aaee
A.L'v'r!rlgwS PP.
dR fOflON4 o.m
�
®
rxiga7g NTS 4 122 PGT0130 C
PEasalK
GLAZING DETAILS
(G6 136A G7 G7A, G8 & G8A)
I-NOM. 7/16" NOM.
1' NOM.
3M G" ANN GLASS
3118' HS GLASS
3/18" ANN GLASS
,090" SG
.090' SG
.090" SG
3/16' ANN GLASS
3fl6" HS GLASS--
3116"ANN GLASS
T4 3/8"AIRSPACE 14
3/8"AIRSPACE
74
3N6' T GLASS
3/18" T GLASS
ez
83
B3
3/4"NOM. E%IENDR
3/4" NOM.
GLASS tzatzT 3GLASS.
zalz
GLASS
GLASS
BRE
BITE
FWER BITE
a
ap
79
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.
1' NOM.
3116" HS GLASS
3/16' ANN GLASS
.090" SG
1/4' ANN GLASS
.090" S
3H6' HS GLASS
.090" SG
3/18' ANN GLASS.
5/18°AIRSPACE
74
1/4'ANN GLASS
-T4
6/18'AIII SPACE
74
1/4°TGLASS
1/4'TGLASS
PRDODCT REVISED
plying with the Mende
" M
83
B.M., Cetle
CA-N.. 1740420.12
3f4'N0M.
E%TEWOR
3f4' NOM.
GLASS
12a,9
9/4'NOM.
INPImUon Date 02/17/2020
f2atzT
GLASS
a
BITE
GLASS
BITE
B11E
ERTEMOR
Mlxm a Pro oct o
_
E%TERIOR
e,
ap
79
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS TYPE 37A
1" LAMINATED I.G. GLASS, TYPE"138A
tlt1I I II III/
* : Ne. 58705 -
GLAZING NOTES:
= * =
"ANN'=ANNEALED
^� •'
"HS"= HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
SOT •.• g ti•�� ��
T=TEMPERED
"PVB"=.090"TROSIFOL® PVB BY KURARAY AMERICA, INC.
p%OO�Q°OV
GLAZING DETAILS
O ,; �[O`
',FSt'•. [ORIDP,:'���`
'SG'=.090' SENTRYGLASOBYKURARAYAMERICA. INC.
.N'I4
�IINAL Ett,.`
�'T A`^i^+t�
SERIES 770 ALUM SGD-LM IMPACT
m pwv+r s NDr1wMlEa tws sREEc
m"rrvaromn
ar
r
sco-nD N7S 5 • 22 PGT0130 C
P.easems
fagW4
,,,�
Design Pressure(OP) and Anchor Quantifies Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on OV or 135- comer urits, see wheel ll
Manimum DP for all sizes:
+60140 psf
(May be rimmed by Table ta)
Table applies to Gress T". 3,
M.5, 5A, 7, 7A, 8$ 8A and
the StlIwAstragw Types chasm
ye.
Door Unit Heiahl
80'
84'
ea"
ar
69r.71g- DLO
Anch"Gmup
7Y7/B° IXD
Anchor Group
70.718° DLO
Anchor Group
85-7/8' OLD
Anchor Group
A
D
1 C
1 D
A
B
C
I D
A
B
C
D
A
B
I C
D
Hea1$ill
!
+1
♦
+1
Uhl
U+1
U+1
U+1
+1
1
C4+
U+1
Uh
+
+1
+1
23'
OLO
Jesse,
8
0
a
8
8
a
8
B
e
8
8
a
a
a
0
P-hook
--8
8+7
8+
8+7
Sa
7+8
T+e
9+8
7+8
7+8
7+8
7+8
NB
7+a
7♦8
AB
7+8
S.
HeaNSlll
04+1
04+1
01+1
04+1
U+1
U+1
U+1
U+i
U+1
C4+1
U+1
C i
CA+1
I UH
04+1
U+1
w
ZF
Jamb
8
a
8
8
8
a
a
0
8
8
8
a
s
a
8
8
S
Ltl,O
P4wak
6+7
0+7
6+7
6-7
7+8
7+6
7+8
T+B
7+0
7+8
7-8
7+8
7.8
7+8
7+8
7+8
�+
Head/$III
U+1
U+1
U+1
U+1
C1+1
UH
04+1
C4+1
U+i
NO
U+1
C4+1
04+1
04+1
04+4
04+1
36'
Jamb
9
8
807.8—MBF
8
a
a
8
a
8
0
a
a
e
a
��
P-hook
U-7
8+7
6+7B
7+8
7+8
7+8
7+a
7+8
7+8
7+8
7+8
7+8
7+8
Head/SillU+1
G+1
U+i♦1
U+1U+1
U1
U+1
C1+1
U+1
U.l
U+1
C'1+1
U+1
T
4T
35'
Jamb
a
a
a8
e
e
a8
aB
8
a
8
6
DLD
P4wok
6+7
aq
6+77.8
7+5
'Na
]+B
NB
T♦-e
7+a
T+8
7+0
7+8
7+B
Headl$ol
CN2
G1+2
C4♦2+2
U+2
U+2
U♦2
U+2
U♦2
U+2
U+2
(A2
U+2
U+248°
41'DLO
t°nb
8
e
08
a
a
8
8
8
a
10
0
8
8P4mek
M7
8+]
6+77+8
7+B
7+8
7+0
7+a
Na
7+8
]+8
]h8
7*a
]+B
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
7) POSITIVE PRESSURES M TABLE i ARE BASED ON THE USE OF THE 3-114" SILL.
2) WHEN USING THE 2-1 f2' 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 PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 31/4" AND 2-10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
4)SEE SHEETS 1014 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.
Sill Height to Mall. (+) DP
(Water InOlbetlon Rating)
SIIIRIser Halghl
(-)Design
(Flat or Box, as
Pressure, psf
Sheet 17)
Flush-l-1/2'
see note
Low-2-VT
+40.67
Medlum-e-1/4'
160.0
High -4'
+60.0
SEE NOTES 1.3
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT =
PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
ptYmg with the Florida
puiml., Bodo
NCA-No. 17.042D.12
PANEL HEIGHT=
DOOR UNIT HEIGHT-t888'
EaPiration Dale 02/17/2020
'Interlock
P-hook
Lockttlle@Jamb
Stralght Astragal
Assembly
Lodatne@
Sbalghtatv4gal
90-Astraga1
Assembly
Lode@ citil
90'Astragal
135-Astrdgal
Assembly
Ludrtile@
135-Astragal
Standard Stiles
Standard Stile
Standard5Ele
Standard5tile
Standard5tile
Heavy-dutySale
Heav duty Stile
Healy -duty Stile
Heavy-duNStile
StandaMAc4agal
^''I�
Oun�idej 'C'o'm��e,r'1' TI
�-a--�
`
Inside Cd l l
Outside
Comer
Inside
Carnu
Inside
corrwr
Corner
Dinner
PartgGO(ro)
Partin
Parta60
Part 880 (Stile)
Per, (ASimI,
Part860
Part If110(Comer
Receiver)
Part e139 (Out(
Part N120 gn)
par6 g31($g132
(Co. I'MounO
Partd61
CERr.eFAVMio%VV
6 a 22
LM
N. 487rX,'�
TABLE 2:
Design Pressure (DP)and ra0orapproved contiguraaons on Sheets 283)
Quantities Required,ar
1EO
Maximum OPfor all s12ble
I
Fvreomerazlrepel anchvape on 90• or 135' comer Wb. ¢eb shoal it
,..nxs
ZA)
(May Be Ihnixtl by Tebb?A)
Door Unt
felght
Table.1loe to Weal Types 4, 4A,
ST
90•
]/B'
OLD
90,
9- B
DIA
BY
0610
DIA
OY
a -]
108"
BT-➢
O
IW
10iJ10'
1w"
10 IB'
& 8A 7, TA 880A alb the
9nklAatregal TypeaeMenbekx.
69.71W
e"ou
0
Gmup
nchurG
orlYotq
Alxlar
Grave
GNup
Anc
Weup
Ands,
GnaP
PTw
rG.M
A
0
C
0
A
B
C
D
A
B
C
D
A
B
C
D
A
0
C
0
A
B
C
D
e
B
C
D
A
a
C
D
5N
C4+1
GN
H
U*I
G+
+
a
Gat
+
UN
G+1
+
G+1
U.I
Uat
G+1
G+
G+1
N
C4+1
G+1
G*
Get
G+
1
G+
G+
a
Ua1
8
8
8
B
0
B
0
B
6
0
e
0
B
8
9
T.
6
10
10
1a.
10
10
10
10
f0
10
1a
10
10
10
10
10
10
2P DLO Jamb
8+T
6Q
8r1
0+T
T+B
T+B
T+B
Tag
J+B
AB
T+B
T.e
i+8
Ae
AB
&B
0+B
8+9
8+B
&B
BaB
8+8
0a8
e10
8N0
BHO
9+10
BN0
9N0
BNO
B+10
P41ook
HoaN9e
G+1
UN
GN
U+1
G+1
G+1
GN
G.1
NO
G.1
C 1
G.1
01.1
U.1
GN
CI+1
G+1
U.1
U+1
UH
U+1
01+1
C1.1
Wi
04+1
U+1
U+1
G+1
U+1
04+1
Ci+1
G+1
0
B
B
e
0
8
8
8
0
B
B
8
e
B
e
a
10
10
t0
10
10
10
10
10
10
10
10
10
10
10
10
10
30' 01LA Jamb
-
B+T
NB
T+B
AB
Tae'
7+B
7+6
AB'
]+8
NB
Fit
7+9
T+B
0+8
8+9
8+9
B+e
eM
0+0
B+9
8+8
8a10
e*10
BHO
BHO
9+10
9M0
0+10
0+10
P4esk
Meousin
B+T
C4+1
e+T
G+I
ad
DA1
U.1
U.1
G+1
GH
U+1
Gal
G<f
GN
G+1
Gal
G+1
GN
GN
U.1
GN
G+1
CMt
G+1
G+1
Gat
G+1
U•1
G+1
U+1
-to
G•1
54.1
C1+1
Amb
0
8
0
B
8
B
'a
8
8
B
B
B
a
B
B
B
10
10
10
10
10
10
10
ID
10
ID
10
10
/0
10
f0
to
i0
L pa`
B+T
6+T
B+i
]+e
AB
Tao
T+8
T+B
AB
T+8
T+B
T+0
]*0
NB
T+8
Bag
&8
8+9
Bap
e+B
a+e
a+p
8+9
9a10
8+10
BNp
8•f0
B+10
9H0
0+10
9+10
59 p.Aodc
Fbedlelll
8+}
GN
G+1
GN
GN
U+1
U+1
UN
G.1
G•1
U+1
G+1
G+1
G.1
NO
GN
U+1
Gaf
CH1
G+1
GH
Uai
CA+1
G+1
U+1
GN
GH
C4.1
GN
UH
CSa1
GW1
Gal
y w Jamb
8
e
0
B
B
0
B
8
e
a
0
e
I a
8
a
a
10
10
10
10
10
f0
/0
10
10
10
10
10
12
10
10
10
6 4Y
Mo
B.T
&]
0•]
AB
7+8
7.0
AB
Tao
]+B
]r0
1+8
7+8
T+a
]+B
]+e
B+B
8+8
a+9
8+8
B+B
&B
B+p
0+8
9+10
F10
eH0
B+il1
Br10
8+10
8+10
BHO
PJxOk
Hea0/5111
84
U+2
Q t2
C1+2KM-2M+2
G+2
04Q
U+2
U.2
G+2
Ga2
U+2
r 7
U+2
G+2
DH2
Ga2
U+2
Ga2
G+2
G+2
W+2
C/a2
Ua2
G+3
U+2
q+2
,5+2
C5+2
C 2
CA+2
U+2
01" Jamb
10
10
10
10
10
12
f0
10
10
12
10
10
10
B
0
08
8
a
8
B
8
8 -
10
0
B8101010
48' DIA
P-hook
6+T
6+T
977
740
T+8
T+B
+8
7.0
7+8
7.8
7+0
AB
T+B
T+8
B+9
649a+9
Bra
a+96+9
0+9
9+10
a+10
9+10
9H0
wa
9+10
8+10
BNO
Hoess 1
G+2
Ua2
G+2
Ga2
G.2
rA.2
G+2
GH2
G+2
U.2
U.2
U+2
G.��Jamb08
BB
0
B
ID10,
8
0
8
Not available in these Sizes
PhaOk
B+T
ON
BN
7+8
T+B
A9
74
T+B
+8
7+8
T+8
]+8
T+8
}+8
IkaN5n1
U+2
04+2
G.2
GI+2
G+2
CA+2
1BH2
Ga2
G+2
CA+2
C 2
U+2
CHRp.Q
0
BB
810B6
66+T
nI n wlnru =
8+T
O7
T+B
_
T+0
le
T+B
TaB
]+B
Tab
AB
T+0
]+9
T+8
run rulnmrLe sBn Dairvv Inolc,x��n==, e.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BARED ON THE USE OF THE SAW SILL
2) WHEN USING THE 2-1/2" SILL POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3.1W 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-V4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1J2°
SILL IS NOT AND MUST ONLY 9E 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.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)3AMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE.
INSTALLED,
Sill Heightto Max. (+) DP
(Water [miltradon Ruling)
Sill Riser Height
I.) Design
(Flat or Box, see
Fluxes..psf
Shoot lT)
Flush-1-11V
Be. lmto
- Low-2-0/2"
+49.eT
Medium-3414'
*6D0
High-4-
.8a.0
SEE NOTES id
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
OH LENGTH
PANEL HEIGHT-
rc
DOOR UNIT HEIGHT - 1.866'
s
oOH RATIO pf
PRODUCT REVISEDMeFlorida
S
t]
p181ne with Me Flodda
O
BoI o Code
1
xow-xo. 17.0420.72
OH RATIO = OH LENGTH
OH HEIGHT
Ahln RHFETR 1S A 1g FOR ASSEMBLY DETAILS
THE FULLU W INU 5I
ILC 8Ho IrW VHL
I arc. cram_...._.._.___
Straight Astragal
Lodaale@
90"Artmgal
___ _.. _-
Lockstite@
]35'Asnaeal
Locksale@
Interlock
Phook
Lockstile@Jamb
Assembly
Straight Astragal
Assemb
SWAstragal
I Assembly
135'Mtragal
Heavy -fluty Stiles
Heald-dutYStile
Heavy-duty Stile
HeaWEutystle
Heald -duty Stile
I Heavy4Uty501e
Heavy -duly Sole
Heavy-duty Sale
Heavy-duty Stile
standard Astragal
Outsitle Corne"r''
puWde
s
Ids
r-urn
qfml
J�7'
LPL
Corner
Inside �
Corner
Outside
^ 4
aLJJ
Inside Car
Comer
Part 461(x2)
Part 961
Part 861
PartB61(Stile)
Part667(Astragal)
Part861
Part 061(Stile)
Part
Parta119(Out.)
Part A120(ln.)
PartN61(Sale)
P.rh#31d �l)
PanNI
IU1leB(Corner
lved(
0A0o
ry11)uo-rpm
CENT.OFAUM.ONaAe
ssoom I N7S 1 7 a 22 1 PGTO130
* t No. was
=�0 Bin Mf
ONA1L11S
A. LYN4�u "a, P.E
TABLE 3:
Design Pressure(DP)and Anchor Quantifies Regaired, (for all approved configurations on Sheets 2&3)
Maximum DP shown below
For.." astragal amhexap on 9V or 136' Cornet note, .heat I
Putty be annted by Table 3A)
Dore UNI hel lht
to Glass Types 4, 4A,
BP
04"
Be. ST
102'
I.W. applies
SA, 7, 7A. 0 & Uk end the
fig• I 0
>&TIB• DLO
]9-718 DLO e - B
91- /e' DLO
StHaJAstmgal
0.
typed
shone betoW.
AncharGroup Anchor Group
AnchrcG AncMrOmu
AnchorGmup
Anchor
Gro
A C 0 A B C D
A B C D A B C D
A B
C D
A B
C D
Pe nPressure
+/-9p.0
G+1 CIO C4+1 C4+1
f
U+1 U+1 C4+1 C4#1 Gki U+1 CAH U+1
+ 92.
C4+1 C4N
per
C4+1 C4+1
+.
CA+/ U+1
ps
c,R1 U+1
24'
1i
Heei(Slit
Cott C4+1 C4+1 Ut1
0 0 a 6 B. 8
10 to
10 10
1D 10
10 10
DLD
JamO
B B 0 e e 8 e B
0 8
7iB ]+B 7+B 7+8 7+B ]#B 74 7+8
8+9 B#9
B+9 Ins
8+9 8+9
e+9 8+9
P4nok
6+7 6+7 6+7 T7 7#B 7+B Th6 ]#8
+/d2.6
oaf
+1-76.0
P.
NorenPressure
+A80.0
U+i C4+1 C4+1 U+1 CI+1 U+1 C4+1 C4+1
I
U#1 U+1 U+1 C4+1 U+1 U+1 C4+1 U+l
C441 C4+1
C4#1 U+1
U+1 CN1
C4+1 C4+1
Hesdan
e a 8 e 0 B H B
10 a e 8 10 8 'a H
10 10
10 to
10 10
t0 10
c
DLO
Janb
6+] 8+7 7+B 7+8 7+8 7+8
748 7+0 7+8 7+8 7+B 7+B NB ]+0
0+9 B+9
8+9 Bt9
Ht9 6+9
8#9 Bt9
}^
P-hook
Coslgn Pressure
8+7 6+]
1.
UPIT
#14
Aper
+/-75.0
1
29'
Head19111
C4+1 C4+1 U+1 U+1 U+1 U+1 04 1 U+1
U+l C4+1 U+1 04+1 Ca+1 C5t1 C4+1 U+1
C5+1 C5N
C4+1 G+1
C6+1 I
C4t1 C4+1
e.DLO
Jemb
10 8 6 0 10 e 6 H
10 8 0 s 12 tD 0 8
13 10
10 10
10 10
10 10
P-hook
6+7 6+7 1 917. o+1 I7#8 7+9 I 7+0 I
7+8II ]t8 1 ]a9 1
8+9 1 8+9
1 8+9 1 B+a
6+9 I8+8
8+9 8+9
Pressure
1
+Aw
per
' +IA2.6
Par
+1-7co
Paf
gwegn
36'
Heatl18111
C4a2 CM2 C4a2 U42 CM2 Ua2 C4t2 U+2
LSl2 C5+2 C5+2 C6#2 C5+2 �+2 C5+2 C9+2
C5+2 C6t2
CS+R CBt2
C5+2 C5+2
C6#2 C5+2
�,
OLO
Jamb
10 0 a B 1a 8 B H
12 10 a 6 12 to 8 8
12 10
t0 10
t2 to
t0 ID
P41ook
7+8 7+8 7+B 7#B 7+8 ]+B HB 7+8
6#9 8+9 8+9 0+9 B+9 8+9 8#9 8+9
8+9 8+9
849 6+9
8+9 8+9
at9 0+9
De Ir Pressure
#/d8.0psf
Sea NotaA �ss
+/-82.5
Ps1
i(d6.0
pet
41'
Headl991
C5+2 C5+2 Cd+2 U+2 Cfi+2 C5+2 C5+2 C6+2
C5+2 xs+2 CH+2 C5+2 C6+2 C8+2 2 C6+2
C9t2 06+2
C5+2 05+2
C6+2 C6+2
C6r2 C5+2
4,
DLO
Jamb
10 e 8 0 12 10 H B
12 10 8 8 14 12 e B
14 12
10 10
14 10
10 t0
7+B 7+8 8+9 8+9 0+9 8#e
e+9 B+9 H+9 0+9 9+10 9+10 1 9+10
9+10 St10
9a10 9+10
9+10 9+10
9t10 N10
P-look
]+0 7#8
rv�,cn. �i-ay.��... ............. .. _.. -....L �....... --_... _ 9
EXAMPLE ON SHEET 8
NOTES
PRESSURES IN TABLE 3 ARE BASED ON THE USE Of THE 4° SILL.
1) —POSITWHEN
DLO WIDTH=
ATE WHEN USING THE WATER
2) WHEN USING THE 2-1ENUSING POSITIVE WATER DP IS
USING
NOM. PANEL WIDTH -7°
WATE6.67 R
DP AX(NEG3-IVE PRESSURES
DP IS 80.0 PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3)4'.3-1(4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-11T 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.
DOOR UNIT HEIGHT - 1.866'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FTBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
THEFOLLOWING51iI
&ASIKAUw.IrrcS
arwu oc
wcu r..n,—_.,---1----,_.----.-•..
Stralghtfatmeal
Lorlatits@
...... _..... _.._._.._____.
go -Astragal
-
LOcksIs
135•ASVarial
Lockstlle@
Interlock
P-hook
Loeksdle@Jamb
Assembly
SValghlfimspl
Assembly
9WAstrepl
Assembly
135-Astraga1
Heavy-duty Stiles
HeavydutYStiie
Heavy-dnty501e
Heavy-duty5tlle
Heavydptysule
HeavyAutystlle
Heavydtry Stile
Heavy-0uNStile
HergAuty Stile
Heavy-dutyAstwal
Outside Corner
Outside
Ins e
Carn
,
Comer
Inside
Corner
Outside
Inside Corner
Comer
PartN61(x2)
Part A61
Part A61
Part A61(SBIe)
Pdrt ASB (Asbagal)
Partp61'
Part"11181(COrner
Part A119(Oet)
Part A120 (n.)
Pyratsy31(&A32
Part Pat
Receiver)
(Corn &Fxd Mount)
LERr.OFAUIHYffiBa
MD-770 I NTS 1 8 -22 1 PGT0130
Sill Height to Max. (+) DP
(Water Infiltration Rating)
811IRIser Height
(+)Daelgn
(Flat or Box, see
Pressure, Pat
Sheet 17)
Flush -l-1/2"
see note
Lsav-2-1rY
+40.87
Medlum-3-1/4°
+6D.H
High-4"
+W.0
SEE NOTES 13
OR LENGTH
ON RATIO 21
OR RATIO = OR LENGTH
OH HEIGHT
PRODUCT REVISED
plyo g WIM No Florida
Building do
x0A-xa. 17.0420A2
Bxplmnon Vote 02/17/2020
x1ri No. 60105
NO FRAME SEE'C5'CWSTER
SEE JAMB -HOOK ANCHORS, SEE"05'CLUSTER MAX UNIT WIDTH DETAILS. SHEET IO
SPLICE L. REQUIREDB (pERPENDICULARTO GLASS' DETAILS, SHEET IO FOR SEE°C5" CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 - REQUIRES"CV SHEET 10 FOR INTERLOCK
POCKETS INTERLOCK - CLUSTER, SEE xx 24° MAX. O.C.
THIS i HANDOO 46'NOM•
SHEET ��. SEE POCKET 10 P-HOOK PANEL WIDTH DETAILS, SHEET II
( ) r_______ x
JAMB MOUNTING ' - x x " x�B---M��
V. INSTALLATION, ADAPTER I b• x x xx x zxz xxT'j
THIS SHEET ANCHORS MIDWAY o 3'MAX x z xx i
s 8 SHEET 14 BETWEEN P-HOOK '
y. ANCHOR58AT 3' i lol 4PAIR6 OF
FROM TOP=FRAME' ANCHORS
`a;:.1 4'MAX O.C.00o� ANCHORS , 96' (TOTALS
' BOTTOM i� �I`_I lol UNIT x 21'MAX ANCHORS)
4.061' ,'MAX TO OPENING I�o I I® i ("/®=P-HOOK HEIGHT O.C. PERJAMS
EDGE OF POCKET SEE I n ors O (SEE JAMB
ANCHORS
INSTALLATION iog ®i fa°MN(. D.0 p x DETAIL
DETAILS'Je&'Kd, imkg' ® MD=P-HOOK BELOW)
END PANEL SHEET I4&PART i�6 is .-0 MOUNTING
ANCHORAGE DETAILS V &'K', x I I of r 3-MAx. ADAPTER x
24"NIAX (2 ANCHORS) SHEET 19 FOR j Jam® j I + _
1M—'• 'ANCHORS
O.C. CHOOK x✓ EHO PANEL
+2, _
FJ
ANCHORAGE ANCHORS ANCHORAGE x x x •xx x xx x zx xxx x• " x x B"A1AX. ANCHORAGE
(SEE
SKETCH BELOW)
(SEE BKETC� M � x�ANGHORAGE�ANCHOMGE
CENTERUNE ANCHORAGE ANCHOBRGE ANCHORAGE
OF PANEL 1 2.04'
24'MAX EXAMPLE: 5-PANEL 2TRACK 90° OUTSIDE CORNER- XX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 48" K 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) 6. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
48'
NOM.
PANEL
WIDTH
EXTERIOR
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF
QUANTITIES SPECIFIED IN TABLES Imo, SHEETS 6-8:
INTERLOCK
HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
SEE'CS°CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10
TABLES, SHEETS 6A AT EACH INTERLOCK AND
FOR INTERLOCK
STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
'+2"ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24- O.C. MAXIMUM.
AN CH ORS MAYBE ADDED
AS NEEDED TO ALIGN THE
T HEAD OR SILL IF A SPLICE
21'
'5/ OCCURS AT THE P-HOOK.
REVISED
D.C.MAX
OPRODUCT
.C.
acoMPlyIn9 WIN NO Florida
Bullmn9
Cod.
Now-N.. 17.0420A2
5.fi4"
Bxpirauan oat 2/4712020
S' MAX
Dr
Ml.m m —
AN L 2 - JAMBS & OOK) UTILIZING
MAX: FROM BOTTOM, ES MAX. ANCHOR PAIR O.C. (JAMBS), ET MAX. ANCHOR
ANEL 2 O.C. OKHOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 641. SEE 2-TRACK
P4100K ANCHOR DETAILS ON SHEEP 14. FRAME JAMB
+2"ANCHORAGE ANCHOR PAIR
REQUIRES CENTERLINE SEE DETAILS,
CLUSTER CENTERLINE END PANEL
'C6"CLUSTER SEE __OF DETAILS, SHEEP IO OF ANCHORAGE
DETAILS, SHEETII INTERLOCK J FOR ASTRAGAL ASTRAGAL i2 ANCHORS)�� ^leY
CENTERLINE •+2'ANCHORAGEJ I CENTERLINE +2'
OF PANEL3 OFPANEL 4
T 11 FOR OTHER INTERMEDIATE ANCHORS
OF PANEL 5
m
PGT0130
1} No. b8705 r
7
A
ASTRAGAL OR L_.SPUCE LOCATION
MTERLOCK--j IF NEEDED
CENTERLINE 1
*2.04-
EMMOR
1.75'
T'5mm
v 2 TRACK FRAME HEAD/SILL ID
(m ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLVSTER
ANCHORS ARE REQUIRED; "04')
8-DIAG.
ASTRAGAL OR I (FOR SPLICE ASTRAGAL INTERLOCK
IF NEE LOCATION 2.04"
INTERLOCK j CONDITION, USE INTERLOCK-�}F NEEDED 2.04°
CENTERLINE 'CB"CLUST ER DETAIL) CENTERLINE 6"DIAG.
1.76° ExiERlofi
7" 7" 3.5" 21'
01 G MAX
2.04" 2.04' MAX5.64' A
0 4'owG. Fi
�, 7° 3.5° O.C.
yEXTERIOR 7"
6" MAX.TL
2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAO/SILL 5.64°
L:a]ASTRAGAL ORINTERLOCK (DASTRAGALORINTERLOCK-2TRACK
(USE WHERE S CLUSTER (USE WHERE6CLUSTER FRAME JAMB 0-MAX
ANCHORS ARE REQUIRED. 'CV) ANCHORS ARE REQUIRED,"C6°) ARCHORPAOR r
I 4-TRACK
6" DIAG. FRAMEJAMB
ASTRAGAL OR IFNEESPLICELOCATION ASTRAGAL INTERLOCK
(FOR ONDITI N. ASUSE INTERLOCK-1
NTERL OR IF
LOCATION ANCHORPAIR
INTERLOCK-'�IF NEEDED CENTERLME C6NDCLUSTER DETAIL) CENTERLINE yFN3.5. 204° _ EC`RjI�OR
CENTERLINE 1 3.6"
5" 3.5' 7° — ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
�'MAX. TRACK(INT. SHOWN)
2,04°4` DIAG. O.C:4.08° 4.08" NOTES:
I 2'�" 1. ALL DIMENSIONS SHOWN
5.64" ARE BASED ON MIN.
TL47.4°DIAG. EXTERIOR 3.5• ALLOWED.
V 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD)SIU- v 3-TRACK FRAME HEAD/SILL a"Mom' 2.FORHEADNCOR SILLSPLICE
LOCATIONS/ANCHORAGE AT
(a)ASTRAGAL OR INTERLOCK (ASTRAGAL ORINTERLOCK, (o'I ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9.
CLUS
SE WHERE 5 CLUSTER (USE WHERE 6 TER 3-TRACK FRAME JAMB
(USE WHERE 4 CLUSTER N NCHORS ARE REQUIRED, "C6) ANCHOR PAIR pROOUCT REVISED
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') A p1 me wlm N,n Florian
FOR SPLICE FOR SPLICED BYIIJIn9 ioao
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: NOA-No. 17-0420.12
L.. I (FOR SPLICE INTERLOCK USE THIS
DETAIL)
INTERLOCK-`1 IF NEEDED INTERLOCK'�I CONDITION, USE USE THIS DETAIL) SPLICE LOCATION enpinnon Oat 2/17Y2020
CENTERLINE I CENTERLINE I "06' CLUSTER DETAIL) CENTERLINE I IFNEEDED 6y
--.I . 1.75- 1 _ _. '�^T 3.5' j^ 3.5' [ Mmml-o Pm vet con mt
�EETRIOR.
V
4-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'O4")
4'
E% EENOR
V
4-TRACK FRAME HEAD/SILL
(d ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "CS')
BtO4wtew
C r.. OFAM AZYOB
4'
'—.I 3.5° 1--- "'-
4-TRACK FRAME HEADISILL
I ASTRAGAL OR
INTERLOCK
(USE WHERE 6 CLUSTERANCHORS ARE REQUIRED, °C6'
WITH & WITHOUT SPLICE CONDITION
10 .22 1 PGT0130
�tlJu.,Il qlq
.fYOR10P, .i
ALY MUM R.
P.ENW705
2.04'
INTERIOR
I �III� I f
I J EXTERIOR
RIO I-t\
90' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C
4"
INTEROR \
"\ 4' ( +1 3.IT P} �/ • I I --I 3 4" Y Y
2.04• J 2.04" J p(TQRIOft /\-� 4• 204' J Ire—EPoOR
FMERIOR
ST CORNER 135° CORNER 135° CORNER
2-TRACK FRAME-HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL
(USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED. C_6')
EXTERIOR INTERIOR 4.08•
•+V ANCHOR
3.5• INTERIOR 7.41"
p 135'
.3 EXTERIOR
4.08" 4.08' T.
.37 G. 5.37' 0 AG.
CENTERLINE
4- 3.5' OFPANEL
E%TEWOR .re EMMOR 7" 4"
90° CORNER 135• CORNER
3-TRACK FRAMEHEADISILL 3-TRACK FRAME HEADISILL
('C6' ANCHOR CLUSTER REQUIRED ('CW ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTER OR .6.12" INTERIOR
L.7
y. ERIOR
INTERIOR
Ig 0` 135°
VA
6.12- 1 j4`DIAG.\ \II llf — 6.12'
2.04' --I1
EXTERbR 7°
4' DIAG.. f--'4 3.6" \'
EXTERIOR 4'
90• CORNER
135° CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL
("CB" ANCHOR CLUSTER REQUIRED
('CB• ANCHOR CLUSTER REQUIR
ATALL4-TRACKCORNERS)
ATALL4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM
ALLOWED.
tom TErNnnaoova1Yw
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
KmF[.w75
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
00)ufw
p•
04ULf)
C
NO GWNOESR1158NEET.
CERT.OFANM fR1Po
-r ON
EXTERIOR ALL
FI VIEWS
2.94'
D4"
°+3'ANCHOR
40"
ERIO
204• CENTERLINE
�OFPANEL
4-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
- (3-TRACK SIMILAR)
soo-n5 NTS if 22 m " PGT0130
'+2'ANCHOR
2' 4"DIAO.
CNTERLINE
OFEPANEL
'+3'ANCHOR
2.04• 4' DIAG.
7'
OF
PAN LINE
OFPSILL
EL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCTREVISED
BuiitlinO le IN."la Mo Fluritla
NoA o. 17.0420.12
p pl.tinp Bate0211712020
* No. 58705
INSTALLATION DETAILS
EDGE DISTANCE
SEE TABLE ,SHEET 1
IX 10R 2-1/1B••
U4'
r MAX.
j SHIM
SHEET i
2X WOOD WOOD ANCHOR TYP.,
TYP.,SEEANOHOR SEE ANCHOR NOTES
NOTE3,SHEETI &TABLEASHEETI
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2XWOOD
SEEANCHORNOTES TYP., SEE ANON
&TABLEA,SHEETI NOTE 3, SHEET
SEEANCHOR
NOTES, SHEET
1 (114- MAX) I
F%lEflIOR 1
` 2.1116
EDGE=DISTANCE:
SEETABLEA SHEETI
EMBEDMENT: SEE TABLE A SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEETI
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A SHEET I SEETABLE A. SHEET I
2-1H6•' lie
2-1l1C'
MAX.
EXTERIOR SHIM a
ar 1� T
MIN. OF 3 THREADS BEYOND
THE METAL SUSBTRATE
1/4°
MAX.
SHIM
2XWOOD WOOD ANCHOR TYP.,
METAL TYP., SMSANCHORTYP.,
TYR, SEE ANCHOR SEE ANCHOR NOTES
SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEETI &TABLE A. SHEET
NOTE 4, SHEET &TABLE A. SHEET
3�TRACK FRAME HEAD
WOOD INSTALLATION
44RACK FRAME HEAD
(s METAL INSTALLATION
WOODANCHORTYP., . 2XWOOD
SMSANCHORTYP., METAL TYP.,
SEEANCHORNOTES TYP., SEEANCHOR
&TABLEA SHEET NOTE3 SHEET
SEEANCHORNOTES-7SEEANCHOR
z TAR[ E A SHFFT 1NOTE 4. SHEET
SEE SEE
ANCHOR ANCHOR
NOTE 5,
SHEET 1
(1!4' MAX.)
EXTENOR
2-1/1B••
SHEETI L
(1!4°MAX) 'T
o EmOR l
�2-1/1T
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
3-TRACK FRAME SILL
4-TRACK FRAME SILL
Ew ODINSTALLATION
METAL INSTALLATION
EMBEDMENT: SEE
TABLE A SHEET
EMBEDMENT:SEE
_TABLE A, SHEET 1 -`I
EMBEOMENi:SEE�
TABLEA SHEETI
/1
EDGE
EDGE DISTANCESEE
2X WOODU
TABLEA,
TYP., SEE ANCHOR
SEETABLEA,
TYP SEEANCHOR
SHEETI
NOTE 3, SHEET
SHEET
NOTE 3, SHEET
WOOD ANGHORTYP.,
WOODANCHORTYP.,
SEE ANCHOR NOTE&
SEE ANCHOR NOTES
& TABLE A, SHEET 1
8 TABLE A, SHEET 1
E OR
,5 1/4' MAX SHIM
F.-
EXiEPIOR
1/4' MAX. SHIM wl
F---
2-TRACK FRAME JAMB
Ow WOOD INSTALLATION
rsrr.0=wlur�m
METAL TYR,
SEEANCHOR
NOTE 4, SHEET 1
SMSANCHORTYP.,
SEE ANCHOR NOTES
&TABLEA,SHEETI j
E%i�`Ef�IW,OR
114' MAX SHIM -�
4-TRACH
METAL II
LNCHORAGE DETAILS
)ERIES 770 ALUM. SGD
scwro NTS 1 12 n 22
EDGE DISTANCE:
SEE TABLE A
SHEET 1
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PERTABLE A,
SHEET 1.
DIAGONAL O.C. IG
MIN 4- (HEAD & SILL)
ORS' (JAMB) SEE
DETAILS. SHEETS 10 &
OF3THREADSSEYOND
METAL SUBSTRATE
EDGE DISTANCE
SEE TABLE A SHEET 1
PRODUCT REVISED
Bu11YlMO= IU lM Flotltla
NOa-No.CC 17-0420.12
expiration Date 02/17/2020
8'
MIN.OF3
THREADS
BEYONDTHE
I IN
�`�qW LYryN
METAL
SUBSTRATE
Q'
•.10�.
*: Nq 5B705
A.LYNNNILLERP.E.
S
INSTALLATION DETAILS
EMBEDMENT: SEETA13LE A. SHEET I
EMBEDMENT: SEE TABLE A, SHEET,
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
,. ALL DIMENSIONS
CONCRETE CONCRETE
HEETI
SEE TABLE A. SHEETI CONCRETE
SEE TABLE A. SHEETI
SHOWN ARE BASED
B'• PERTABLE
PERTABLE*IXCONCRETE
2-,MB'• PER
2-1/16••
ON MIN. ALLOWED.
A,SHEETI1n
A, SHEET,
A, SHEEI'1
1!4'
•DIAGONAL O.C. IS
LBTERIO!
r :":I MAX.
MIN 4'(HEAD B SILL)
4--r
SHIM
OR6-(JAMB)SEE
EMBEDMENT
{ 1!4' ¢XTERIOR
1/4`DETAILS,
SF/EETS
SEESAHBELE;`
SHIM
SHIM'r10&,,.
PROPERLYETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP..
PROPERLY SECURED/X CONCRETE ANCHOR TYP.,
WOOD BU, NCHOR NOTES&
WOOD BUCK TYP„SEE SEE ANCHOR NOTES&
WOOD BUCK 7YP., SEE SEEANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLEA,SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEETI
ANCHOR NOTE 3, SHEET I TABLE A, SHEETI
FRAME HEAD
CONCRETE INSTALLATION
NEI
CONCRETE TALLA71ON
eN
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLY SECURED IX
SEEANCHORNOTESB WOOD BUCKTYP.. SEE SEEANCHOR NOTES B WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A. SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 7ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE 6, SHEET NOTE 6, NOTE 5,
I (1/4' MAX.) SHEET 1 SHEETI
T 1 (1/4•MAX) (114•MAX)
EI( =R I FXIENOR 4.;: Hi R�OR _
,. .,-. .n+...
a CONCRETE
Z-1/1B•• Z-/16•• �Z-1nB•• OFY TGRIF
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I PERTABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A,SHEETI A.SHEETI EMBEDMENT: SEE TABLE A SHEET I A, SHEETI EMBEDMENT. SEE TABLE A, SHEETI
CE SILL
ONCRETEIINSTALLATION 6CONCR IETENSTEALLATION aCONCRETE ISILL 4-TRACK NSTALLATION
EMBEDMENT: SEE (-.-
TABLE&SHEETI �IRTry T
EMBEDMENT: SEE
TABLEA. SHEET 1
EDGEDISTANCE:
PROPERLY SECURED-
- SEHEETA,
IXWOODBUCKTYP.,
SI
SHEET
SEEANCHORNOTE3,
SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES&TABLE A,
SHEET 7
CONCRETE
DTTII Im
OR CMU
PERTABLE
V114°MAX. SHPvt
A. SHEET 1
2-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEETI --I
'' EDGE D
./CMUANCHOR
SEE T.
., BEE ANCHOR
TES & TABLE A.
SHEETI
2-t/18•`
PROPERLY SECURED '
1X WOOD BUCK TYP„-
SEEANCHOR NOTE 3,
SHEET I
T11�
V 119 MAX SHIM
CONCRETE
A. SHEET 1
PROPERLYSECURED (
1X WOOD BUCK TYP„_
SEE ANCHOR NOTE 3, `
SHEETI I
CONCJCMUANCHOR
TYP., SEE ANCHOR-`
NOTES&TABLEA,
SHEETI
FMTE7WOR
V
11P MAX SHIM
9-T
CO
ammo I NTS 1 13 w 22
EDGE OISTANC
SEE TABLE A.
SHEET 1
z-tne•
CONCRETE
PRODUCT REVISED
Bo... Co4PMM the Rum.
ildinNOA-Ma, 17-0420.12
miz
* i No. 58,0,
m
P8
B
I
STALLATION DETAILS NOTES:
1. ALL DIMENSIONS
FRAMEJAMB SHOWN ARE BASED
REQUIRED ATALL _ 2.693"MIN. ON MIN. ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT: SEE TO PREVENT '•'E` DISTANCE 2. SHEET GURES ONTHIS
WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER
INFILTRATION CONCJCMU ILLUSTRATIVE
C� SEE ANCHOR
ANCHOR TYP., SEE PURPOSES ONLY. SEE
SEEANCHOR NOTES 28 ANCHOR NOTES& TABLE A, SHEET FOR
EMBEDMENT: & TABLE A, SHEET 1 ALLAPPROVED
SEE TABLE A; (ALSO SEE TYP. - TABLE A, SUBSTRATES.
SHEETI 2B2B JI ILLUSTRATION. SHEET B) 1-114` MIN. EDGE DISTANCE
EDGE DISTANCE: SEE OOEaiaa 3.SEETABESI�,
TABLE A. SHEETI EMBEDMENT: "*- i," SHEETS BA FOR
SEETABLEA, `�N' ` P-HOOK MOUNTING REQUIRED P-HOOK
29 SHEETI �•�-'��:" ADAPTER CONCJCMU AND P-HOOK
EX MOa :% MOUNTINGADAPTER
PHOOKWOODANCHOR TYP., P-HOOK ;''• ANCHORTYP., SEE ANCHOR QUANTITIES.
SEE ANCHOR NOTES ID
CONCRETE OR ,,," ANCHOR NOTES & TABLE ALSO SEE EXAMPLE
&TABLE A. SHEET CMU PER TABLE EMBEDMENT: SEE A,SHEET7 ONSHEET9.
(ALSO SEE TYP. EDGE MIN. A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP.
ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
PARTS 018920 #22 OR 024 PARTS#1& 920 #22 OR#24
WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMUINSTALLATION INTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA. 2A&3A MAY ALSD BE INSTALLED IN
FOR WATER RATINGS) INTERIORCONDITION FORWATERRATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOKMOUNTING
SEEANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU
NOTE 4. SHEET I; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A, SFEET1 ANCHOR NP., SEE
N.OF3 THREADS TABLE A SHEETI ANCHOR TYP., SEE A, SHEET i - ANCHOR NOTES & TABLE
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FOND THE METAL &TABLE A, SHEETI ALSO SEE TYP. PRODUCT REVISED
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SEE TABLE A, WWI, �aO
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SEETABLEA,SHEETI A, SH'HEETEETI 1-114` MIN. EDGE DISTANCE
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METAL INSTALLATION EXTERIOR
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APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS FOR MAX
PANEL HEIGHT ANDD WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING IWO
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
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TABLES.
SILL DETAIL'D'. SHEET 18;
INSTALLATION DETAILS
'DW &'Oe, SHEETS 12 & 13
MAX. UNIT
WIDTH MAX. UNIT WIDTH
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WIDTH INTERIOR
EI(TERIOR
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2) REMS # 3339, 66-69, 66, 78, 8"9,
121 & 122 ARE NOT USED AND ARE
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3) USE OF #12 OR #13 REQUIRES
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FEED PANELHETAR4:R TN'
s.as9• s.66r
0.080'
12+17• 1.505'
0.081' O&TRACK HEAD �1 10 4-TRACK SILL
(6063-TO AL) (6063.T6 AL)
ii6.198°
.211"
0.081' O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
8.528'
0.080'
1.505'
03-TRACK SILL
(00637T6AL)
6.221-
0.080'
1.21t' 1.505'
-0.081- O&TRACK HEAD 02TRACK SILL W/SCREEN TRACK
16093-T6 AL) (6063-TO AL)
9.14Y
4A9'
0.080.
1.211- 1.505'
7
7
0.081° O4 4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
-� 1.514'
0.06Y
1.2fi0' 0.532'
0.060° 1.516'
OFRAME HERO/JAMB SCREEN FRAMESILLSOREEN
O ADD -ON 11 ADD-0N
(6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. 410 EMS
0R3/t6'MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS ® 24' MAX O.C.
0.060•
0.760'
1.990-
FRAME SILL SCREEN
13 END ADD-0N
(6063-TO AL)
REQUIRES MIN. #10 EMS
OR 3116' MASONRY
ANCHORS (a) 24-MAX O.C.
ry1g44waw
cEe7. ora0rx Rama
2-TRACK JAMB Wl
15 SCREENTRACK
(6063-T6 AL)
16 3-TRACKJAMB
(6003-TEAL)
22
-y 1.3b•
1.872* -
OA82"
t019"
0.081'
SCN
bo STILEREE
(6063-T6 AL)
5.069"
1'v1.045'
0.06E'
014 2-TRACKJAM3
SCREEN
TOPRAIL
(6063-T6 AL)
_
(6063-T6 AL)
84-TRACKJAMB
(6963-TEAL)
0.875'
1.993'
0.062•
SCREEN
-om RAIL
(6063-TO AL)
PRODUCT REVISED
Pl Ing wiM the clams
emam0 �oaa
moA .. 17-0420.12
*: N0.58765
PE
0.716' 0'113 3.802• 2,�s 0.752' 3.802'
0.762'
0.574' 1.163" O.BBS
0.012' 0.080" 0.062" o'79fi• 7�' I1
FRAM SILL 0.075' p.HODK MDUNTING 023P-H �KO�
s it - s8 P-HOOK zfi 29 30 P-HOOK FOR BOX RISER
SCREW COVER OTRACK O fi063T6 AL ADAPTOR OCOVER 0.080' O
(6063-TB AL) (6063-T6 AL) ( ) (6063-TB AL) (6063-TB AL) (fi063-T(I AL)
4.
d55' 4•
2J0' 1A88' 1.739• �{
0.080'
0.830° O.O6Y 1.600 0.1 �' 1.600 O.O6Y 1.303'
.080" 1.8]0• 3.126' T.
0.062" 0.326'
9]4'
2.44' 3925
9
13V CORNER IS135° FIXED MOUNT as STANDARD STILE B/ HEAVY DUTY STILE 82 1NO TERLOCK ds INTERLOCK
(6063-T6 AL) (6063-TB AL) (6063-TO AL) C80SETS AL) ADAPTER SCREWCOVER
(6063-T6 AL) (6063-T6 AL)
3.979•
0.076•
1.645
0.125�
6] STANDARD ASTRAGAL
(ti063-TO ALj .
0.281- --4 1-
O HEAVY DUTY ASTRAGAL
(6063-T6 AL)
t4125�'1.050' I-� 1.050' 259' 0453.25 .045 � .045° �-
OTOP/BOTTOM RAIL OGLAMNG 07116'GIAZING 81 9/16'GLA2ING
(6063-TEAL) BEAD fI.G.) BEAD. FIXED DREAD
(6063-TEAL) TMELCLIP (6063-T6 AL)
(6063-T6 AL)
1.DD3'
1.03'
• I- D.086. 4•
0.050' L
a5
FIXED El
O PANEL CLIP 0.709" 2.893'
(6063-T6 AL) 1.498' 0.133' 498'
OA80° L
.550' 0.883
0.709' tp3 FOOD PANEL 6.621"
RETAINER, 71W 2,826'
0.080--+II--- (C063-T6 AL) 11g 90' OUTSIDE CORNER ASTRAGAL
FIXED PANEL 116 90°CORNER RECEIVER (6063T6 AL)
108 RETAINER. 9/16° (606346AL)
(6063-T6 AL)
aWT.OFAIIINadud
r.;d31
5.621•
0.133'
4'
1Y0 90° INSIDE CORNER ASTRAGAL
(8063-TB AL)
22 •22
PRODUCT REVISED
pl In with l6oFlaride
eOZZ �odo
NOA-Na. 'I7-0420.12
e>tplratlan oat. O2117/2020
j * No.68705 '
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