HomeMy WebLinkAboutNotice of Acceptance}
bj�, 7`1
COUNTY 3115
DEPARTMENT OF REGULA'
BOARD AND CODE ADMINI
NOTICE OF ACCE
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued undl
documentation submitted has 1
used in Miami Dade County air
This NOA shall not be valid z
(In Miami Dade County) anc
product or material tested for
manner, the manufacturer wil
suspend the use of such pr(
acceptance, if it is determine(
meet the requirements of the a
This product is approved as de
including the -High Velocity H
DESCRIPTION: Series "SC -
APPROVAL DOCUMENT:
through 22 of 22, dated 10/10/
Anthony Lynn Miller, P.E., be
Acceptance number and expir;
MISSILE IMPACT RATE
Limitations:
1. Max eight (8) panels confi
width per tables 1 thru 3.
limits, applicable Standan
straight configured units,
to be reviewed by Buildin
LABELING: Each unit shall
following statement: "Miami -
RENEWAL of this NOA shy
in the applicable building cod,
TERMINATION of this NO
materials, use, and/or manufa(
for sales, advertising or any of
of this NOA shall be cause fo
ADVERTISEMENT: The T
piration date may be
its entirety.
RECENED �&zB— O C/o (
�" 4R � 9 2022 MIAMI-DADE COUNTY
$t, County
FILE COPY PRODUCT CONTROL SECTION
Peermreitti11805 SW 26 Street, Room 208
ng
�iY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
lATION DIVISION T (786) 315-2590 F (786) 315-2599
LANCE (NOA) www.miamidade.gov/economy
PECTION: A copy of th
be available for inspectic
NOA renews NOA # 19•
oval document mentioned
submitted documentation
the applicable rules and regulations governing the use of construction materials. The
;en reviewed and accepted by Miami -Dade County RER -Product Control Section to be
1 other areas where allowed by the Authority Having Jurisdiction (AHJ).
ter the expiration date stated below. The Miami -Dade County Product Control Section
)r the AHJ (in areas other than Miami Dade County) reserve the right to have this
Duality assurance purposes. If this product or material fails to perform in the accepted
incur the expense of such testing and the AHJ may immediately revoke, modify, or
uct or - material within their jurisdiction. RER reserves the right to revoke this
by Miami -Dade County Product Control Section that this product or material fails to
plicable building code.
cribed herein and has been designed to comply with the Florida Building Code,
rricane Zone.
770" Aluminum Sliding Glass Doors w/ 90' & 1350 corners —L.M.I.
-awing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1
and last revised on 04/22/20, prepared by manufacturer, signed and sealed by
ag the Miami -Dade County Product Control Revision stamp with the Notice of
n date by the Miami -Dade County Product Control Section.
: Large and Small Missile Impact Resistant
uration unit is allowed, having max nominal panel size not to exceed tested height &
,e sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
)r Heavy -Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
eet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements,
official.
ear a permanent label with the manufacturer's name or logo, city, state and series and
ade County Product Control Approved", unless otherwise noted herein.
be considered after a renewal application has been filed and there has been no change
negatively affecting the performance of this product.
. will occur after the expiration date or if there has been a revision or change in the
Lire of the product or process. Misuse of this NOA as an endorsement of any product,
er purposes shall automatically terminate this NOA. Failure to comply with any section
ermination and removal of NOA.
)A number preceded by the words Miami -Dade County, Florida, and followed by the
>d in advertising literature. If any portion of the NOA is displayed, then it shall be done
entire NOA shall be provided to the user by the manufacturer or its distributors and
i at the job site at the request of the Building Official.
426.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as
'above.
reviewed by Ishaq I. Chanda, P.E.
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
Page 1
f
I
PGT Industries. Inc.
1.
A.
B.
C.
Evidence submitted, under previous approvals under file #15-1013.15
DRAWINGS j
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of
22, dated 1040/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E.
TESTS
1. Test reports
along with marked -
by Fenestration Tes
sealed by Marlin D,
2. Test reports
along with marked-u
by Fenestration Testi
FTL-5980-R, FTL-4
signed and sealed by
1: 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
drawings and installation diagram of an aluminum sliding glass door, prepared
ag Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and
;rinson, P. E. (Submitted under NOA No. 14- 0123. 10)
�1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
. 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
drawings and installation diagram of an aluminum sliding glass door, prepared
g Laboratory, Inc., Test Reports No.:
601-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all
Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10)
Along with marked) .up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FA-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-0826.10)
3. Additional, Refer ence Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08)
CALCULATIONS
1. Anchor verific
(2014), dated
Miller, P.E.
2. Glazing coml
QUALITY ASS
1. Miami-D
�tion calculations and structural analysis, complying with FBC-5th Edition
1/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn
ies with ASTM E1300-04
CE
of Regulatory and Economic Resources (RER).
;t A7 I.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E - 1
PGT Industries, Inc.
E. MATERIAL CER IFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite®
11
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS '
1. Statement letter iof conformance, complying with FBC-5`h Edition (2014), dated October 8, 2015,,
issued by manu acturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770" I
ill
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted iunder previous approvals under file 416-2609.06
A. DRAWINGS
1. Drawing No. PGP130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, !with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by
!
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/
PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis Ortega, P.E.
C. CALCULATIONS ( ubmitted under previous NOA)
1. None.
D. QUALITY ASS NCE `
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
I :I
E. MATERIAL CERTIFICATIONS
1. None.
I
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Test proposal No! 16-0152 dated 03/09/16 approved by RER.
OTHERS !
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
II
1 s�G� 1 • L��n�,
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-2
6
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted' under previous approvals under file #17-0420.12
A. DRAWINGS
1. 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 I iIiller, P.E.
B. TESTS
1. None.
C. CALCULATIONS �
1. Anchor verification calculations and structural analysis, complying with FBC-6t'' Edition (2017),1
dated 04/18/17 a'd revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Glazing complies'vith ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CER IFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Cle�'ir and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-6`h Edition (2017), dated 08/10/17, issued by
manufacturer, s',gned and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Slidiri'g Glass Doors w/90° &135' corners - L.M.I., expiring on 02/17/20.
4. Evidence submitted ;under previous approval.
A. DRAWINGS
1. Drawing No. PGI 0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P�1E.
C. CALCULATIONS (submitted under file #17-0420.12)
1. None
D. QUALITY ASSURNCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clem and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest,
prepared by PGTj'dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025.
lshaq I. Chanda, P.E.
j Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
,I
E-3
PGT Industries. Inc.
NOTICE OF
5. New Evidence submitted
A. DRAWINGS I!,
1. Drawing No. PGT0130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed
by Anthony Lynn" Miller, P.E.
B. TESTS.
1. 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
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT Ply, 5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. 6utswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS I ,I
1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition
(2020), da1j 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, 42 and -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed &
sealed by Lynn 1VI'iil ler, P. E.
G. OTHER
�I 1. This NOA
I
1
;,I
NOA expiring 02/17/25.
E-4
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: "October 15, 2020
R
GENERALNOTES
1) GLAZNG TYPE OPTIONS: SEE TABLE B, THI
2 DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON TEE
B. POSITIVE DESIGN LOADS BASED ON WAT
C. DESIGN LOADS ARE BASED ON ALLOWAE
3) ANCHORAGE THE 33.1/3%STRESS INCREA
PRODUCT. MATERIALS, INCLUDING BUT NOT
CONTACT WITH OTHER DISSIMILAR MATERW
CURRENT FLORIDA BUILDING CODE. FOR AN(
4) SHUTTERS ARE NOT REQUIRED PER FRO F
5) INSTALLATION SCREWS, FRAME SPLICES, I
NARROW JOINT SEALANT. OVERALL SEALING
INSTALLATION SHALL BE DONE BY OTHERS A
6) REFERENCES: ELCO ULTRACON, DEWALTI
AGGREGATOR NONS, ANSHAF&PA NDS FOR I
MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TEt
CURRENT FLORIDA BUILDING CODE, INCLUDI
8) DOOR SIZES MUST BE VERIFIED FOR COMI
CURRENT FLORIDA BUILDING CODE, AS APPL
9) TEST REPORTS: FTL5980, FTL5993, FTLSC
FTL5024, FTL5025, FTL5028, FTL-6031, FTL-6
EET & GLAZING DETAILS ON SHEETS 4 & S.
PRESSURE AND GLASS TABLES ASTM E1300.
EST PRESSURE AND GLASS TABLES ASTM E7300.
TRESS DESIGN, ASD.
HAS NOT BEEN USED IN THE DESIGN OF THIS
ED TO STEEL SCREWS, THAT COME INTO
ALL MEETTHE REQUIREMENTS OF THE
AGE DETAILS SEE SHEETS 6-14.
IREMENTS, AS APPLICABLE
E AND PANEL CORNERS TO BE SEALED WITH
THING STRATEGY FOR WATER RESISTANCE OF
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
ACON+, DEWALT/ELCO CRETEFLEX AND
) CONSTRUCTION AND ADM, ALUMINUM DESIGN
TO COMPLY WITH THE REQUIREMENTS OF THE
AE HIGH VELOCITY HURRICANE ZONE (HVHZ).
CE WITH EGRESS REQUIREMENTS PER
LE.
EL-6014, FTL-6015, FTL5017, RTL5022, FTLE023,
TL5036 AND FTL-7554
TABLE B, SEE DETAILS ON SHEETS 4 & 5 111
Olaca D000lption OJeT d noon Ecledorle lntariar)
T • TEMPEREO
'PVB• •.080.7ROSIFCL6PVB BY KURARAYAME6CA Wa
'SG- -.090' SENTRYGlAS4BY KURARAYAMERICA INC.
SHEETS S. 768 I MISSILE IMPACT RESISTANC
CODES/STANDARDS USED: �
• 202D FLORIDA BUILDING CODE(RBC), 7TH EDITION II
• 2017 FLORIDA BUILDING CODE IFBc), STIR EGON
• ASTM E1300-M
• ANSUAF&PA NDS2D78 FORNAOD CONSTRUCTION
• ALUMINUM DESIGN NANUAL,ADM-2016
. AIS1910618
• PJSC 360.18 I
GENERAL NOTES.........._. I
EXAMPLE CONFIGS..........2-3
GLAZING DETAILS .......... 4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......BA
INSTALLDETAILS_............12-14
ELEVATIONS ........... ... .... 15.16
PANEL A SILL TYPES.._._..17
GROSS SECTIONS ........... 18.19
PARTS LIST......_....._........ 20
EXTRUSIONS...._._---..._. 21=
rDTDTi57aV0000YRIM
N.ve�s�aama
fetU4edT¢o
Qi3WIRATGV�O
Anchor
Group
AnchorType
Frame
Member
Substrate
Mile. Edge
Older.
MIn. O.C.
DiCanee
Nln.
entor
Ernbedmcke.oi
Metal lbllmer,
A
#12IRBEMSor
0124loss EMS
(onto. 013 threads
beyond metal substrate)
All
'd— SG-055)
Bile,
7/8'
SI9'
6063.75 A]-im—
3/8'
9118'
0.071-(20 Ge)
A36 Steel
3/8'
9/16'
Raw
Or. 33 Smel Stud
3/8'
9/16•
aDw (18 Ge
1/4'DaWelt&l..
AggreGam10
An
Concrete min. 2.22 W)
1-12'
3•
1.V8'
JambI P400k
Filled Bbck(ASTM C90)
2'
3'
T
Jamb / P400k
Hollow Block (ASTM CBI)
2'
31
1-1/4'
Al
Southern Firm G=a
1•
1•
11w
B
012 Steal ENS (GI 5)
(min. oT3 lhreede
beyond metal substrate)
All
Scud— Fine (SO . 0.55)
ally.
7/8'
13B'
6083-T5 ANNnem
31W
9/16'
0.071' Gal
A30 St.)
am
9/16•
0A50'
Gr. 33 SIM Stnd
3/8'
9/117
0.045' (18 Ga)
174 Elco UBreCerrOWAII
Centrals mm.2 ke
1'
4'
Hollow Block (ASTM C90)
1'
6'
1-1/4'
C
U4' DeWWt
UIIraCmm ♦
Concrete (min. 3 ka0
14i116•
4-
1.4/8'
Concrete (mla 3 kN)
1n
4'
11w
Hlollme Block TM C90
1'
3'
1.1N'
Southern Pirle (SG = 0.55)
1•
1•
1318'
1/4' Elea UllraC4n0
I
Coocrets hen. 2.85 Kai)
2-12
Jamb / P4cok
Filled Block C9D)
Jamb) P4uok
Hollow Block (ASTM C90)
D
tl4.410
D.W/EI.
OI 6;® oo
a.1
HHed / Sill
Cwktute rare. 3.35 km)
1•
4'
1314'
Jamb I P400k
Conerate (ffdm 3.35 W
1'
B
f314'
Jamb I FLhock
Hollow Block (ASTM C90)
All
Southern PIm(SG -0.55)
Cv OSE sues CHOR uunuinuns THE
ANCTLETTER FO ALL ABUE ,NTHIS APPROVAL
,,,c.......................�...�,
2)AULA THEANCHORGROUPOP77E LOWEST LEfIQt FORALLTABL6 IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICPBIE.
3) FOR TINS OFA ND LE 5SFEEf 10.
MAYALSO AREUSED IN FIJ.EDBUOCKAPFUCATI
5) ANCHORS MUSrBE OFSUFFICIENT LENGTH 507HATAMINOWOF3T1READ5 EXTEND BEYOND METALSl1sSTM7E
ANCHOR NOTES
1) FOR CONCRETECUU SUBSTRATE APPLICATIONS IN MWA43ADE COUNTY, USE
ONLY MIAMWADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR
EMBEGmE NT, EDGE DISTANCEAND SUBSSTRATE REOURELEITS
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-mr-mica. PROPERLY
SECURED, IX WOOD BLACKS ARE OPTIONAL IF URN IS INSTALLED DIRECTLY TO
SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 1-t2'7HICK OR GREATER
IX AND BUCKS ONHEN USED) SHALL BE DESIGNED TO PROPERLY W14SFM
LOADS To THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCFOTECT OF RECORD &TO BE
REVIEWED 13Y THE BUILDING OFFICIAL
4) METAL SUBSTRATE TO MEET MIN. STRENGTH ANDTH1a(ESS fEOUIRB,EMS
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY
HAVING JURISDICTION.
5) IFSU q
REQUIRED. IF
USTTOsuBSTRATE GROUT OLLIC OTHER OUT.MATAXU NOT �` YLYN/y
REOUIl®.IF USED.NC4EHQtD4C, NONTgTAWCGROtIT, MAX 1u•TIX2CA3600 .`�,toN...... Mid
PSI MN, PONE BVOPERS)MUSTRRLYSUPPOWTEe RLELEPCMOFTFE VCENSS
SILLTHAT IS NOTTIGKTTO THE SUBSTRATE ANDTRANWER BH EARLOADTO
SIUBSTRATEIFSURSTRATEISVAOD,3DSFETPAPMMMASTICISREOURED _ *; No.53 BETWEEN THE GROUT AND WOOD SUBSTRATE, GRAS APPROVED BY THE
_ q _
AUTHORITY HAVING JURISDICTION. -
GENERAL NOTESAND MAP )���.`•.-!2om0TF
SERIES 770ALUM. SGD -LM IMPACT
wti� A LI/fDl NRL57LaAE
84DRU WSJ 1 •12 1 .1. D PE1wm
EXAMPLE CONFIGURATIONS I1)ALL CONFIGURATIONS NOTES:
S SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX UNITWIDTH LOCATIONS USING DETAIL'JW.'Jd,'Kw, OR'Ke INSTALLATION.
EXAMPLE: 4PANE L XXXX IN POCKET (p) CONFIGURATION CAN BE
NOR. PANEL WIDTH I' NOR PANEL WIDTH PXXXXP, PAL ORXXXXP. OXXX IN POCKET CONFIGURATION
PER TABLES 1.3 PER TABLES 13 CAN BE OXXXP.
g p� 13CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS. MAX UNIT 1 j i S G MAIL UNIT / / i C E 3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
HEIGHT HEIGHT I=�z
PER TABLES IJ / I E PER TABLES I3 j �w 'X'=OPERABLE PANEL.
o•=INOPERABLE PANEL,
POCKET DETAIL LETTER
W = WOOD OR METAL INSTALLATION
I -PANEL r 2-PANEL r �d=CONCRETE INSTALLATION
CONFIGURATIONS I CONFIGURATIONS SHEETNUMBER
MAX UNIT WIW1.
MAX UNR WIDTH DLO HEIGHT NOM. PANEL NIGH IGH-T
NOR PANEL WIDTH NOW PANEL WIDTH OLD HEIGHT = DOOR UNIT IT HEIGHT
- 1.8
PERTABLESI3 _1 PERTA13LESI3 PANEL HEIGHT =DOOR UNIT HEIGHT-1.866'
MAX
PERTABLESI-3
UNIT
MAX
HEIGHTHEIGHT PER
TABLES
UN
1-3
m
m
W
m
Q4
`r L CONFIGURATI
3-PANEL CONFIGURATIONS ®�1 4-PANEONS
_ MAX. UNITWIDTH - MAX UNIT WIDTH
NOM. PANEL WIDTH i� NOR PANEL WIDTH
PERTABLES 1-3PER TABLES i i
1 w
lip HEIGHT i2 sa£
k
MAX UNIT
HEIGHT IPER fleas
PER TABLES 1-3/ / / / / iqE TABLES 1-3/ / WEEL eliieee
o
NY LYN,y
5-PANELICONFIGURATIONS
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
_ 1t i No.587p5 -
= *_
INSIDE CORNER SIMILAR)
t�itesiler,R.ams
EXAMPLE CONFIGURATIONS
O -. wale
.`..... -:•G�?�•
I
Prnm,so
_
SERIES770
'�SN,,1J,%0
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i
soo7m NIS 2 -7P PC7TD730
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PFJ 58161
I'
EXAMPLE CONFIGURATIONS 11
MAX. TESTED UNIT WIDTH =
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355.7/18' @ 96- HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
3004/4' @ 120' HEIGHT
LOCATIONS USING DETAIL'JW,'JC', "KW OR'W? INSTALLATION.
NOM. PANEL WIDTH
I
'
EXAMPLE: 4-PANELXXX( IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 13
3
PX)DD(P, P=(X OR X)OO(p. O)XX OI POCKET CONFIGURATION
I
CAN BE OXXXp.
19
s
t i
2)90'a135' CORNER CONFIGURATIONS CAN BE A COMBINATION
I'
t
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT
HEIGHT,
96" OR 120'
t
/Y
/
I'
N�
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
NOM. PANEL WIDTH _
PER TABLES 13
MAX UNIT
HEIGHT
PER TABLES 13
NOM.PANELWIDTH
PER TABLES 13
MAX UNIT
HEIGHT
PER TABLES 13
J�
�a olrnrzo D
fOh0114 �
3 'X'=OPERABLE PANEL,
FOCKETi q 'O'= INOPERABLE PANEL,
'p'=POCKET
6-PANEL CONFIGURATIONS
t f—DETAILLETTER
MAX. UNIT WIDTH y= WOOD OR METAL INSTALLATION
1�,=CONCRETE INSTALLATION
LSHEET NUMBER
1 3 3
1-t-Ea
Lle
L�ol
r
DLO WIDTH =NOM. PANEL WIDTH-7'
t
DLO HEIGHT = DOOR UNIT HEIGHT -10.124
-" PANEL HEIGHT =DOOR UNIT HEIGHT -1.868'
E�I
i
I
7-PANEL CONFIGURATIONS
MAX UNITWIOTH
��N
/ 114
y
&PANEL CONFIGURATIONS
t
gMPLECOARGURA77ONS
i
Ia9gitw
�'a"t"''"P�
SERIES T70 ALUM. SGD-LMIMPACT
o..I
NO ORANGES 7N195NEFT.
I
r
. iu15 3 • 2z PO7D13D
* : No. 58709
W16°NOM.
7/161NOM.
1•NOM. '
3/16' HS GLASS
3116• HS GLASS
3/76' HS GLASS
.090' PVB
.090' PVB
174
.090' SG
3116• HS G
3116' HS GLASS
3119' HS GLASS
74
3B• AIR SPACE
74
('
3116' T GLASS
02
83
Ocm0OR
3W N M.
E7(ITMOR
3/4' NOM.
314' NOM.
a
BI
GLASS
1241
GLASS
BTU
BITE
60
Oc7Ew
B0
ii
I
7116" LAMINATED GLASS, TYPE 1I 3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9116" NOM.
Ii
I
9116"NOM.
1• NOM.
3116' HS GLASS
114• HS GLASS
1/4" HS GLASS
.090' PVB
�I
.090' SG
3116' HS G
1`
74
1/4' HS GLASS
74
5N6' AIRSPACE
74
1!4°TGLASS
82
83
�SS
AL�AZS--:�
OM.
3/4• NOM.
GLASS
IZ4427
3/4• NOM.
E
Btr
GLASS
BITE
it
MR
EXTEMOR
B1
79
6
9116" LAMINATED GLASS, TYPEI,G3A
9116" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE GSA
n
LY viy��
GLA7JNG NOTES:
: * ; No. SB705 -
'ANN"=ANNEALED
'HS'- HEAT STRENGTHENED
°7•=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
M�
'PVB'=.090•TROSIFOC9 PVB BY KURARAY AMERICA,
INC,
1o7o7tvaAaorua�
/7'�(m�
°'+�'
GLAZING DETA2S
�O,c•_ 7ATE ;/zr
',,cR`S'••:`.?omOP:�G�?��
°SG•_.090"SEN7RYGLA& BY KURARAV AMERICA;
_ _ _ __
INC.
�..�
...-.,.�.. •.•.n w..... cnn .. n.nwnr
/ iS/ONnI E?.�`
I,
(G6, G6A, G7l
1' NOM.
7110" NON.
1° NOR.
3/16' HS GLASS
3116" ANN GLASS
3118' ANN GLASS
.090' S
.09T-
3/16'HSG
,,
.090' LG
3118'ANNG
3/8'AIRSPACE
74
M6`ANN GLASS
74
3/3'AIRSPACE
74
3116° T GLASS
92
3116" T GLASS
83
I
83
F7(7BEOit
NOR
124-19
3/4°
NOM.
GLASS
1244
GLASS .
GLASS
BITE
0(1E
IJ(1ERIOR
B BB
a
a
so
T9
1" LAMINATED I.G. GLASS, TYPE G6
7/16' LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1' NOM.
i
9/18' NOM.
1' NOR
3116' HIS GLASS
31AN
'
.09D' SG
1/4° ANN GLASS
3/16° HS GLASS-.090'
SO
&
6116°AIRSPACE
74
1/4'ANN GLASS
S/174
1/4' T GLASS
1/81
82
314i NOM.
moR
NOR
NOM.GLASS
124-127
aSSTEIJRSRIOR
(GLASS
a
B1
E R
7g
,
a
115s
1" LAMINATED I.G. GLASS, TYPEI661%
9/16" LAMINATED GLASS, TYPE 137A
1" LAMINATED I.G. GLASS, TYPE GBA
N`l LYNA( '
� UCENSF ••.(�� ��
�
ems:
GLAZING NOTES:
_ N.. 587U6 -
*_
,I
°ANM=ANNEALED
°HS"=HEAT STRENGTHENED
PERED
,I
SEE SHEET 15 FOR SPACER DETAILS.
_
a13'.�I-/l fry
'PVB� 09T TROSIFOC' PVB BY KURARAY AMERICA,
fmN �6p'
INC. GLA
GLAaNG DETAILS
�O,c'•_ S7A7E F : (V��
(L`'•.!CORIDP,:'
�'�
'SG'=.080'SENTRYGLAS®BY KURARAY AMLRICA,INC.!OW
NffJ®61®
���
SS. .... �G
IrEd@IR771Wf�8 ES 770ALUM. SGD-LM
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yIMPACT
MJD•7JO ili/c 6 +?2 Po781sB D
P.Ef 5E1LL1
JR
fWW4
! I'
M
Design Pressure (DP) and'gnchor Quantifies Requlnid.
(fore0 approved ..figon Sheets 2 8 3)
For owner astragal atuh-W on W m 135- camerwib, see sheet 11
Maltbm4m DP for eB sizes:
+601.60 psf
(May be Ihriled by Table 1A)
Teble applies to Glass Types 3,
I1, Door Omit Hell
81?
911'
3A, 681d11 5A. 7, 7A, y8 BA
III end
Astregal Types shown
below.
W-7/8• 1 1 '1
73-71W DLO
79-718• DLA
III DID
Anchor GmapI I
At-GmW
AnalsrGmup
Andes Glap
A
B
I C III
D
A
8
C
D
A
B
C
D
A
B
C
D
Sill
04+1
04+1
04+ 1
G+1
+
+
G+1
CA+1
1
C4+
+1
+1
C4+
1
CA+1
24'
��
JaMb
a
B
8 I
J 8
a
B
e
8
6
e
8
e
B
B
8
B
Pltook
6+7
6+7
8+7 I'.I
6+7
7+8
7+8
7+8
7+8
7+8
7+0
7+8
7-8
7+8
7+8
7+8
7+8
G
HeeNSlll
04+1
04+1
04+11i
II C4✓1
C4+1
04+1
C4+1
C4+1
CN1
C4+1
04+1
24+1
04+1
C4+1
04+1
04+1
3P
Jamb
a
8
8 11.1
8
B
8
a
e
a
a
0
a
0
8
e
0
S
p
D11..0
Rtlook
6+7
G+7
8+7 III
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
3
HeaNSll
01+1
CNt
CANI
WIC t
CAN
CAN
CA+1
CLN
C4N
C4+1
Gl+t
CMt
04+1
04+1
C4+1
CA+1
3t�
a0
Jamb
8
8
8 1..I
8
8
e
8
8
B
8
8
6
8
8
8
e
n.
P4=k
6.7
6+7
6+7 I0
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7.8
7+8
7+8
7+8
7+8
7+8
Head7Sl1
CAN
C4+1
G+71
;IC4+1
C4+1
C4+1
CA+1
C1+1
CAN
CA+1
C4+1
C4+1
CA+1
04+1
C4+1
C441
42'
0.0
1.
Jamb
a
e
B 1
'1 8
B
8
0
It
8
e
e
B
e
8
8
B
P41ad1
6+7
6+7
-6+7 1116+7
7+8
7+8
7+8
A
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7-8
HeWISII
C4+2
C4+2
C4+21
IC4+2
1 04+2
1 C4+2
C4+2
I C4+2
I D1+2
CN2
I CA+2
1 C4+2
G4+2
G+2
I CA+2
C442
40•0
Jamb
B
8
8 1II
8
e
1 B
1 B
I 8
I 8
8
I 8
1 8
1 10
B
I B
8
P hook
6+7
0+7
0+7 1
1 0+7
1+8
1 7+8
I 7+8
1 748
1 7+8
1 1+0
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
TABLE In:
S)U Height bo Man (+) DP
(Water Inli tratlon Rating)
Sal Rear He
(+)Design
(Flat , see
prow". Per
stealind 17)
Flush -1-10
see rote 3
LOW-2-1?
+4687
Madiun-3-1/P
+®.0
High-4•
+610
SEE NOTES 1-3
OH LENGTH
W
x
OI OH RATIO 21
�
O
FOR EXAMPLE ON USING TABLE, SEE SHEET 8. 1'
OH RATIO = OH LENGTH
NOTES: OH HEIGHT
1) POSITIVE PRESSURES IN TABLE 1 ARE ()ASED�ON THE USE OF THE 3.1 W SIU_
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 OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH =
TABLE 1A III
NOM. PANEL WIDTH -r
3) 4-. 3-11e AND 2-10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE
DOOR UNIT HEIGHT - 10.126'
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT=
5) DOOR SIZE TO COMPLY WITH CURRENT FBO, EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT-1.866'
6) JAMB ANCHORS ARE SPECIFIED AS THE TOI. QUANTITY, DMDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock
P-hook
LOdatlle
@ Jamb
StralghtAstragal
Assembly
Indatile @
StraightAttragal
90' Astragal
Assembly
Loc stti e, @
90'Astratial
135• Ateatial
Assembly
Lodatile @
135'Astraga1
Standard Stiles
Standard Stile
Standard
Stile
Standard Stile
Standard Stile
Heavy-dutySNe
Heavy-duty Stile
Heavy-duryStile
Heavy-dutyStile
II
SYandardnstrapl
Out'lle tamer
Outside
IrLI e
Comer
d—
�
Co�
Corner
Comet
Outside
I
Intide
Comer
Part 060(X4)
Part1160
Part
j1
860
'II
PartebO (SPart11G7(Astfle
hce)
Part860
part #61(Sdie)
PartB118(COmer
Part K19(out.
Part �O(II
Parte6l(StBe)
partss31&Y32
Part961
".."I
(Corn.&Find Mourn)
iW07EONQO 11m
K YBaQ'K]teS
gs0+ufmo
NO Q/ANOE3 TNJSSI ��, Btam'TRN1fi4�
6120-77e I NTS 16. 22 I PGM30
- ONE �. rvryM/ •t,�
*; No. 61
,0 STATE
pia (Css'�YORIO ��G\=�
A LYNN 1.181II4, P.E.
PEJ6eT0.5
Design Pressum (DP)'and
Anchor Quantities Requ-sed, (fora0 approved mnfigumt)ons on Sheets 2 & 3) Max)mum DP foraB sites: +60/ 4)0
Fm carrermintpal ®oloe9a on 90• or taS mmerkrib, aes sheet it (Nq bo.. by Table 2A)
Table awes to Gle® lypaa 4.4A.
1 11
Door laB
Haight
aP
80'
or
102•
108•
14•
120'
6; 6A.-7, 7A. 8 a BA aM the
S01elAatragal Types at.. bel" .
WT.-
I /S DLO
T9-7/8•
!8' DLO
91-7/3'
DLO
97a/8'
DLO
103-71V
DID
109.7k8'
DLD
Arolcr-11
1 1 Akoiw Gmkry
rGmtp
Olin
AnNorG
tp
Grmp
faoup
A
B
C
DI
1 A
a
C
D
A
B
C
D
A
B
C
d( 10
•
C1+
CM1
CN1
G+1
UH
U+1
G4+
C/+
+1
•
+1
+1
G+11
+1
1
04+1
04+1
C4+1
G+
+1
G+1
G+
1
C4.1
G+126•
OLLD
Jamb
8
a
6
61
1 a
8
B
B
88
6
8
a
e
a
10
10
10
10
10
10
10
1010
10
10
10
10
f0
10
P400k
e+7
6.7
6+7
0+7.
17+8
7+8
7+a
7+8
7+8
7+8
Teo
7.8
7+a
7+6
7-8
8+9
8+9
8.9
8+9
8+9
8-4
8+9
9+10
0-10
9+10
9+10
9-10
9.10
8+10
9+10iaad/SIII
G.1
C 1
C1+1
CM1
G+1
E/+1
CN1
04+1
G+1
04+1
G+1
04+1
04+1
C4+1
C4+1
11
04+1
G•1
C9+1
C4+1
C4+1
G•1
CN1
G+1
G+1
CN1
C4+1
G+1
04+1
C4+1
C4+1
30'm�A
Jamb
8
a
8
81
1 a
8
8
8
8
a
a
a
a
a
8
10
10
10
10
10
10
10
10
10
10
10
10
to
10
10
P4oak
6+7
6+7
6+7
5+7
17+8
7+a
7-8
7+8
1+5
7+8
7+8
7+5
7.8
7+8
7-8
IC4
11+9
8+9
See
8+9
8+9
a+9
B.e
9+10
9+10
9+10
9+10
9+10
9.10
9+10
8+10
HeadlSlll
GN
GN
G.1
GN
UN
C4+1
GM
G+1
G+1
C4+1
CN1
07+1
04+1
C4+1
G+1
1
C4+1
G+1
G+1
GH
Cd+l
G+1
CN1
C6+1
GN
CN1
U+7
G+i
GN
GN
CM1
Jamb
6
a
e
8 I
I 8
8
8
8
8
a
8
a
a
8
8
10
10
10
10
10
10
10
10
10
10
10
1010
10
10
aD
P4oak
6+7
6+7
5.7
11
17.6
7+8
7+8
7+6
7+3
7+8
7+a
7a
7+8
7+a
7+8
9
a+9
B+9
8+9
8+9
6+9
8+9
&.9
9+70
9+to
9+10
9+7a
9+1D04+1G+1G+1C4+1
U+1G+1G+1G+1C4+1U+1
CM1
G+1
U+1
G+1
GN
G+1
G+1
GN
G+i
U+1
U+1
CM1
G+1
UN
G+1
CM7
C5+1
6+1
G+1
G+1
42
�O
Jamb
6
8
a
8
1 8
8
8
8
8
8
B
a
8
8
6
10
10
10
10
10
10
10
10
10
10
10
12
10
10
10
P4oak
8+78+T6+7
6+7i
17+0
1+8
T.8
7+8
7+8
7.8
7.6
7+8
7.8
7+a
7+8
7+6
+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9.7a
9+10
8+10
9+10
9+10
9+10
9+ID
9+10
Head/sill
U+2
E4.2
CO2
G.2
G+2
04.2
G.2
E4+2
C 2
C4+2
C6+2
G+2
G.2
C1+2
E4+2
G+2
G+2
CN2
C1+2
C6+2
C5.2
C5+2
G4+2
C 2
CS+2
CS+2
C5+2
G5+2
CS+2
05+2
C5+2
C5+2
i 48•
OLO
Jamb
a
e
e
5 1
I a
8
a
a
6
s
a
8
6
6
10
10
f0
10
10
10
10
f0
12
10
10
f0
12
10
10
10
Plonk
6+7
6+7
6+7
6+7.
17.8
7.8
7.a
7+8
7+8
7+B
7+8
7.a
7+8
748
8+9
6.9
8+9
8+9
B+9
6.9
8+9
8.9
9+10
9+10
9+10
B•10
9+10
9+10
9+10
9+10
r+C
�0
Head/Sill
04+2
G+2
G+2
G+2
G+2
04+2
G+2
C4+2
G+2
Ohl
C4+2
G+2
CH2
C4+2
Notavdllabie in these sizes
Jamb
B
8
8
a I
8
B
e
a
10
8
B
B
P4aok
5+7
6+7
6+7
6+7,
17+6
7+a
7-8
7+8
7+8
7.5
7+8
7+a
J77
7+8
7+6
H ead/Sin
G+2
G+2
G+2
G+2
U+2
G+2
C4.2
U+2
C7+2
04-2
G+2
G+2
G+2
G+260'�0
Jamb
8
a
8
811
8
8
8
8
10
8
a8a
8
8+7
a+7
8+7
E7,
17.8
7+8
7+a
7.a
7.8
7+8
7+8
78
7+8
AB
NOTES: ...,. �'., ..._.,,. �,...�....
1) POSITIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3-19- SILL
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
_ (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A1
3) 4-, 3-1/4"AND 2-12" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12"
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. III
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 2A:
SiB Height to Max. (+) DIP OH LENGTH �-
(WaterInfltration Rating)
SM Riser Haight (+) � k
DesSheet 17) P--' Paf x OI OH RATI021
Flesh -1-12 a-mt. 3 p a
few-2-12 +40.07
Medban-3-1/4' +60.0
High-4- -60.0 OH LENGTH
SEE NOTES 13 OH RATIO= OH HEIGHT
111
Strai t al
laldstile@
90'Astragal
Inckstile@
135'ASVv&I
ladatlle@
Interlock
P-hook
Lorkstile@lamb
AsseJnNy
ghtAstragal
Assembly
90'Altragei
Assembly
136'Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-cl(
Stile
HeavydutySDle
Heavy-duty Stile
Heavyduty Stile
11myduty Stile
HeavoutyStile
Hea4idatyS6'le
III
1
Standard Astragal
:054.r-LFJI�y
demrr OstsiCoe1 I
.may
OUKida
Co. �y
Insi
Com
I'
,e��{1s�
easy
Inside Corner
IkWde
Comer
ner
O =
1
Part 961 (k2)
Part 961
Part961
•�
Part961(Stlle)
Part 967 (Astragal)
Parta6l
Part R61 (Stile)
Part 9118(Comer
Part9119 (Out)
part9120 (Irt)
Part961(Stile)
Parts 431&932
Part461
11
Remover)
(Com & Aid Mount)
1 i01H°alt r.77.ame PANDAMCHMW
Pa04a+ao
;I artem4nana9emv SMUEST70_ALUM.SW-LMIMPACT
6 SWIM IVIS 7 72 7-pm
1312
NOM. PANEL WIDTH -r
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
Nut utl
�oN.....NIV.
CEN
Se
Z.
No.58705
o::TE OF
ONAL,,
ti LYNN I'm a"P.E
P.EAwn5
TABLE 3• I D TABLE 3A:
Design Pressure (DP) and Anchor Quantities
For coma asingal
Required, (for all approved configurations on Sheets 28 3)
erchomge on 90• a 136' caner un8a, see sheet 11
MaxJmllm DP shown below
(M., he gmUed by Tmle 3A)
Table q pries to Glass IYM 4, 4A,
III DoaUrn
HWO
BO'
i '.I I
BC I
90'
lOT
low
a GM 7.7A, 88 ak and the
SUI4/Astragal types shoal below.
69-71W DLO.
it
73.78' OU]
T78'
BSa/8 0.0
91.7/6' LO
97-7/8' DLO'
Ancha
it
Ancha tp
Al l-M
AncMr
Akira
Anchor
A B C
-I D
A B C D
A B C D
A B 'C D
A BI C I D
A B C I D
D,svnpressm
I I
N•9Qa
+125 /
750
17'
Hn M
C4+I
C4+1
C4.1,
G+1
CAM
C4+1
C4+1
CA+1
d+1
04+1
C4+1
C4+1
C4+1
CAM
G4M
C4+1
C441
C4+1
C4+t
C4+1
C4r1
G7+1 C4+1
C4+1
OLD
Jamb
6
I 6
I 6
11
8
B
1 8 I
0 I
8 I
8
I B
I 8
I 6
8
I a
10
10
f0
10
10
f0
t0
le
PNmk
6+7
1 6+7
1 6+71
6+7
1 7+8 1
74a
1 7+8
1 7+8 1
7+0 1
7+8 1
7+8
1 7+5
7+8
1 7+0
7+8
7+8
8+9
8+9
13+9
erg
Bf9
8+9
649
8+9
De*. Pressure
I.I
4yya0
414126
par
+/.750
PSI
23'
Head/3m
C4+1
C4+1
C4+1
G+7
CAN
C4f1
2*1
C4+1
Gi+1
CA+1
CA+1
C4+1
C4+1
C{+1
C4+1
C4+1
04+1
CA+1 C4+1
CA+t
C4+1
04+1
C4+1
04+1
30,
DLO
JE
8
8
0
18
8
8
8
e
10
e
8
8
10
8
8
B
10
10 10
10
10
10
10
70
P4mok
6.7
6*7
6+7
&1
7+g
7+8
7+8
748
7+8
746
7+8
7+8
7+8
7+8
T+8
7+8
8+9
8+9 B49
B49
8+9
1 8+9
1 8+9
1 8+9
DW1917PAMsWa
1 -1
+A90.0
.1-ms Par
+-
0 psf
?4
29•
HeaaSm
C4r1
C4+1
C4+1
CAN
C4+1
CAN
C4+1
C4+1
CA+1
C4+1
GIN
C4+1
C641
C5N
C4+1
C4+1
C5+1
C5+1 C4+1
C4+1
05+1
C5+1
C4+1
C4+1
DLD
Jmrb
10
8
8
i18
f0
6
6
a
10
6
8
e
12
10
8
6
12
10 10
10
f0
f0
1D
10
Pdnok
8+7
6+7
5+7
,6+7
7+8
7+8
7+8
7+8
7+9
7+B
7+8
7+8
8+9
8+9
8+9
e+9
gr9
8+9 A
8+9
8+9
8+9
849
6+9
E
Design Press—
III
+/tig0.0
r
+1d2.5 f
H-750
3S
H4ad/9m
C4+2
C4+2 C4+2
C4+2 C4+2 C4+2
C4+2 O
C5+2 C5+2 CS+2 Cli+2 C6+2 C6r2 C5+2
C5+2
C5+2 C5+2 CFN2 C5+2
6+2 C6+2
C5+2 C5+2
OLD
Jamb
10
8
8
11e
10
8
8
8
12
10
8
8
12
10
8
B
12
10 10
f0
f2
10
10
10
P400k
1 7+8
1 7+13
1 7+9
,7+8
1 7+8
7+8
7+8
7+8
8:9
Br9
8+9
B+9
0+9
BPJ
e49
8+9
6+9
1 0+9 1 8+9
1 a's
m
8+9
5+9
6+9
Dasgn Pr;ssure
III 4/-9aops!
Sea N+2
+/+125 PST
+1-750psr
41-
HeedlSm
C5+2 C6+2 C4+2
242 C5+2 C5+2 C5+2 CSr2 C6+2 C5+2 C5+2 C5+2
C6+2 C6+2 2 C5+2
C6r2 C6+2 C5+2 C5+2
Cfi+2 C6+2
C6f2 C5+2
DID
Jamb
10
6
6
i18
12
1 10
I 8
I 8
12
I 10
B
8
14
12
e B
14
12 f0
10
14
10
10
10
P4nek
7+11
7+8
74B
1748
8+9
8+9
B+9
8+9
8+9
8+9
8+9
8+e
9+10
9+10
1 9+10
9+10
9+10 9+10
9N0
9+10
smu
9+10
Me
Siff Heightto Max. (+) DP
(Water Ir Stretial Rating)
S01 RlserHeigllI (+) Design
(Flat or Box, cae Pressure. psr
Sheet 17)
Flush-1-112 see rate3
law-2.12 +46.67
Medium-3-1/4• +60.0
High-4- +90.0
SEE NOTES 13
OH LENGTH
_ mOl 0HRATI02:1
O
NOTE /1+F00.0 PSF FOR GLASS TYPIN 4, A S. GA, 7A, 8 & BA; +1-87.1 FOR GLASS TYPE 7
NOTES:
Ii
EXAMPLE ON SHEET 0 OH LENGTH
OH RATIO =
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED
ON THE USE OF THE 4' SILL
OH HEIGHT
DLO WIDTH -
2) WHEN USING THE 2-12" SILL, POSITIVE WATER
DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4' 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 30-
III
DLO HEIGHT=
3) 4-,3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED
FOR WATER INFILTRATION WHEREAS THE I-12'SILL IS N0TAND
DOOR UNIT HEIGHT - 10.12.7
MUST ONLY BE USED WHERE WATER RESISTANCE
IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 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-1.8667
4) SEE SHEETS 1D-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBCIEGRESS REQUIREMENTS WHEN REQUIRED.
B) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
I1L______....._....._........
..vncreoc
Interiodc
P-hook
Locksuleilamb
Stre"I"'Astrzgal
Assembly.
Ladmtile@
Stralght Astragal
90'ASUMW
Assembly
LOdatile®
90•Asvagal
LWAstragal
Assembly
Iaclatile@
73VAstragal
Heavy-duty5tiles
2eavy-0uty50te
Heavy-06ty5tile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty5tile
HeavydutySNe
Heavyduty5ale
Heavy-dutySUle
HeavydutyAstregal
Outside Comer„
Inside Comer
Outside
CO.
Coma
C.-
in
Inside
caner
Coma
Part 861(x2)
Part B61
Part
061
.'1
PartB61(S0le)
Part P68 (l�tra�)
Parte61
Part861(stile)
Part fl=(D—
Receive)
Part U29(Out)
Partg120(lml
Part861(S01e)
Parts 931 
(Com & Fxd Mount)
Part 061
1 K�R�ZY['sEm—gs
—DPANDANCHDRAGE
L9m4aa1em
NO CHMGE9 THIS SHEET. I.. "PAaOA1�1 77O ALu m. SGD-Lm IMPACZ
nayw
"rx ,it = ;;M 1 8 -22 1 FOM130
111rr11
ANY LYN7y ' ,
50705
off'.,• STATE
�''.S�0lVAL.....
A. LYNN MnIm PE
PEf aaT05
I
'I •
NO FRAME 'g+10" P-HOOK ANCHORAGE CONSISTS OF: SEE -CS' CLUSTER
SEE
SPLICE
—DETAILS, SHEET 10
JAMB .. REQUIRED (a] I. ) P-HOOKANCHORS, SEE'CS" CLUSTER MAX• UNIT WIDTH SEE'CS' CLUSTER
(PERPENDICULAR TO GLASS ASTRAGAL
NOTE,
SaERIOR-PLANE)SEE TABLE 2, SHEET DETAILS. 10 FOR RE-0NRES'C6' SHEET 10 FORINT
INTERLOCK .C.
THIS
SHEET
• POCKETS Aryp 48'NOM. CLUSTER, SEE
. SEE POCKET (10) P-HOOK \ I PANEL WIDTH DETAILS. SHEETII
n24*
I 1--__--__ x �rl x
_ xx x
�: JAMB ; MOUNTING I :INSTALLATION.ADAPTER xxTHIS
SHUT ANCHORS MIDWAY I O' 7MAXBSHEET
I4 BETWEEN P-HOOK I I 4PAIRS OF
ANCHORS&AT 3" I =FRAME ANCHORS
R Top 14'MOxANCHORS 98(TOTAL8
BOTTOM Io i}--ILA o UNIT 21"MAX ANCHORS
,'MAX IOI
4.051'
O.C.
TO OPENING i i'�gQ •' ne=P-HOOK HEIGHT PERJAMB)
I I
EDGE OF POCKET II SEE IS
10.0. O ANCHORS (SEEJAMB
INSTALLATION i�gk' I®I 'of Z x� DETAIL
DETAILS'JC' S'KC', 1mss s' I I� m P-HOOK BELOW)
END PANEL SHEET 148 PART I a I X
MOUNTING x
ANCHORAGE DETAILS'J'&IC. 1 W 1 i�j iOi
24"MAX
0, 3"MAX ADAPTER
(2 ANCHORS) SHEET I9 F'OR I Joel I ANCHORS _
O.C.
P-HOOK " x. ..END PANEL
ANCHORS x x
I
END PANEL x' xx' lP MlL%. ANCHORAGE (SEE
ANCHORAGE ANCHORAGE "� x x x x x+2•+2• 'gHETCH B¢OV.T
'A'
(SEESKETCHBELOYO �yr �V2' ANCHORAGE
'
CENTERLINE S'MAX,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL �� 2.04"
24"MAX
EXAMPLES -PANE 2TRAC 90° OUTSIDE CORNER- O- EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48" %96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)6" SPLICE NOTE
"1
ANCHORAGE EAMXPLE NOTES: NON-STRUCTURAL
ANCHORS MAY BEADO[D,
1) APPROVED ANCHORS: SEE TABLE A, SHEETI Q+o PumAxexoa olcEPnoN. •rnNarolucEora
AS NEEDED TO ALIGN THE
48"
NOM.
I
• •
2)ANCHOR LOCATION SPACING FORANCHOR osrANCETO Nit
QUANTITIES SPECIFIED IN TABLES 13. SHEETS 63: � HEAD OR SILL IFASPUCE
CENTERLINE OF uo.c oR LEss 21. OCCURS AT THE P-HOOK
INTERLOCK HEAD & SILL: 8" MAX FROM FRAME CORNERS. MAX
,
PANEL
SEE'CS' CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C.
WIDTH
TABLES, SHEETS "AT EACH INTERLOCK AND
ETAILS, SHEET 10 isuNaasaacmcA.e
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK PLUS:SPECIFIED QUANTITY OFADDITIONAL RRE(IIAiRmffT�ao.DWAANCETOTHEP mrAwO 5�"
°+P"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL Cwsm+13OVER2�.OmE SEANCHORSAREtroT
ADDITIONAL ANCHORS 24'O.C. MAXIMUM. RSOWREDATTHELUDSPANASP THEFIGUREAWJE
3
6'MAX
1 it
;ooCENTERLINE
JAMBS 8 P- HOOKS: S' MAX FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR
OF PANEL 2 O.C� (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATETABLES, SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
RgUIRES I +2'ANCHORAGE SEE, CLUSTER END PANEL ANCHOR PAIR
'CB'CLUSTER, SEE (�-pCFJJ7ERL)NE OE TAILS, SHEET IO �CEAm3I.JNE ANCHORA
•
DETAILS, SHEET I I ,' I JNTERLOCK FORASTRAGAL I AS7I�GAL (2ANCHORS) g-
i
4.051° �� I 3.5' I MAXI
` pNY LYNry�'�,,
—
fl, f
I it 1
��. jcENSF'•��1�
IV
ael
EXTERIOR
CENTERLINE •+2"ANCHORAGE OF ANEL4E °+2'ANCHORAGE �"OF�F15E
OF PANEL 3
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
No. 58705
*� IA- ••
�
�•2. a. ��`
\%
Kve'R ANCHORAGESPACINGSEXAMPLEPLANS
D NOUfANGESTHiSSNEEi AA110N1� SERIES770_ALUM.SGD-LMIMPACT
Oi°�'r
=1 N15 B .22 PGTD130 D
ALdILLI�a.,.. PE
PE)S8I09
Ja av�m
JR I I —caw"
ASTRAGAL OR {,.SPLICE LOCATION P ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4-1 NEEDED INTERLOCKS CONDITION, USE IDII82LOCK�'IF NEEDED
CENTERLINE 1 CENTERLINE °C6° CLUSTER DETAIL) CENTERLINE
►- 3.5 4 1.75
T T y 3.5 1-1
1.75
T2.04' f 204
nalas 3'S° T EXTERIOR DIAO. T ExrJE1alae GLEI 3.5
v 2-TRACK FRAME HEADISILL I' V 2--TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL
(dI ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK UA ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, TA-) �� ANCHORS ARE REQUIRED,'C5y ANCHORSARE REQUIREO,'CB')
ASTRAGAL OR SPLICE LOCATION ASTRAGALOR (FOR SPLICE ABTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED INTERLOCK+i CONDITION, USE INTERLOCK- IIFNEEDED
CENTERLINE I CENTERLINE C6° CLUSTER DETAIL) CENTERLINE 3,5'
3.5
i
_ 204'o
° OIAG.
4.08"1� 4.08°
1 204
EXTERIOR �EXTERIQR 4' OIAG. txlv:loa S.5
v 3-TRACK FRAME HEADISILL 1 193-TRACK FRAME HEADBILL 35
34RACK FRAME HEADMILL
kQ ASTRAGAL OR INTERLOCK ii a ASTRAGAL OR INTERLOCK GI ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER iUSEWHANCHOR ARERES REQUIRED,, °C5) ANCHORS ARCLUSTER (USE E WHERE
'C5)
6 CLUSTER
ANCHORS ARE REQUIRED, "C47
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE
3.6°
2 04"
2.0
4' 0 0.
0MRIOR
4-TRACK FRAME HEADISILL
(rD ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.'C4')
ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE
CONDITION, USE
INTERLOCK (FOR SPLICE INTERLOCK CONDITION, DO NOT
1 �. 1 USE THIS DETAIL)
CENTERLINE . CLUSTER DETAIL) CENTERLINE
3.5 3.5 1'�
4' DIAG. 204'
5.3T DIAG.
4.08'
T��FR7�IOR T E%T RIOR
V 4-TRACK FRAME HEADMILL
fa ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, °C5')
6° DIAG.
2.04' 204'
EXTEMOR
21'
MAX.
O.C.
21'
5.64' MAX.
O.C.
8' MAX
P-TRACK
FRAME JAMB y MAX
ANCHOR PAIR „_
I 4-TRACK
6'DIAG. FRAMEJAMB
ANCHOR PAIR
204°
ocir�loR
ANCHORS MAY BE INSTALLED
21°
EITHER IN THE EXT.OR INT.
MAX
TRACK(INT. SHOWN)
O.C.
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
.ALLOWED.
6' MAX
2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
3TRACK FRAME JAMB P-HOOK SEE SHEET B.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
�F NEEDED
--I 3.5
I--
(� T '-+1 3.5 F—
4-TRACK FRAME HEAD/SILL
@I ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, M
WITH 6 WITHOUT SPLICE CONDITION
Rf�HIRATIR1I182m JCITICJ//V /Y.UM. JIiY �LIYIIM MVI
mf16T0 D
NO fifAfJ6E5 TIf1SS S1/EITT. � � or��
Z..,.,,..' I �. STD7A MS 1 10 - 22 1 PGM30
v Fi; N�/!
NO.58705
ATEop
'%S'ON1A'�'L1 'S'
A DIET M"� p"z
PF1wm
2.04• .
INTERIOR
-N
fi1Y
4- DIAL.
EXTEMOR
2.04- J EXTERIOR > 204"
90'CORNER
2-TRACK FRAME HEADISILL 2
(USE WHERE 4 CLUSTER (U
ANCHORSAREREQUANI
4.08"
1t7fER R
EXI
q°
INrEdOR 3.5
90 7
4.08°
5.37" O.
E%TERIO
T
90° CORNER
3-TRACK FRAME HEADISILL
('96• ANCHOR CLUSTER REQUIRED
ATALL 3-TRACK CORNERS)
Imp 6.12•
2.D4"
4°
INTERIOR 9 ._ 3.51
2.04• INTERIOR 2.04' lettERIon 2.04' •+1"ANCHOR
MER O T
4' DIAG. 8.94'
35'
IR T INrt30 INTMOR
.� go 3. 1 i I _ OFFAN L
MMOR 4'DIAG. 4•DIAG. f`'OF PANEJN
II
3.5" 4- 3S q° '+2°ANCHOR
2.04- ElTERroft 4- 2.04' EXTERIOR 8.94'
2.04°
90• CORNER 135' CORNER 135• CORNER 4' DIAG.
RACK FRAME HEADISILL 2-TRACEA K FRAME HDISILL 2-TRACK FRAME HEADISILL 3S I
WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 1 _ CENiEWJNE
ORS ARE REQUIRED, "C6� ANCHORS ARE REQUIRED,-M ANCHORS ARE REQUIRED, •CB' f OFPANEL
,IIII
INTEMOF2
4.08• -+1°ANCHOR '43•ANCHOR
7.41-
135' 2.04' 4' DIAG.
3S 3.S
{ 4.08- 5.37" AG. T T CENTERLINE
CENTERLINE OF PANEL
^ OFPANEL 2-TRACK FRAME HEADISILL
I, 3.S 4' 4 ON INTERMEDIATE ANCHOR LAYOUT
EXTERIOR T INTERIOR ALL '+r ANCHOR
135-CORNER EXTERIOR VIEWS
3-TRACK FRAME HEA)/SILL
(°C6- ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) 4' DIAG.
it IOR INTER2.04'
1 3.5'
CENTERLINE
.IRIOR R B•Br OFPANEL
r
rll 135' Y3°ANCHOR
Ilrl
3 5"
6.12"
4° D A
6.12'
4.08°
T ExrER*R
?.04°
EXTERIOR
11
4' DIAL.
3.5"
4"
3.5" I
``"gi TT"'
CORNER
2'04•
�.00ENAf ¢NE
NUCENSF �!!�
BO° CORNER
HEADISILL
136
4-TRACK FRAME HEADISILL
.`
•-.�
-TRACK FRAME
4-TRACK FRAME HEAD/SILL
= N-• 58705
(°C8" ANCHOR CLUSTER REQUIRED
("CB' ANCHOR CLUSTER REQUIRED
"
INTERMEDIATE ANCHOR lAYOUT
* :
ATALL 4TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
(3•TRACK SIMILAR)
NOTES:
BASED ON MINIMUM
ALLOWED.
1. ALL DIMENSIONS SHOWN ARE
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING,
AND WOULD BE
pTp,yp�yE'•,TE
M.VEMMILSW3
ANCHORAGE EXAMPLECLUSTERS
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EDGE DISTANCE MIN. OF 3 THREADS BEYOND
SEE TABLEq SHEET 1 EDGE DISTANCE THE METAL SUBSTRATE
4SEEA SHEET1
2-iM6••118• • NOTES:
19- 1. ALL DIMENSIONS
MAX SHOWN ARE BASED
SHIM ONMIN.ALLOWED.
2.METALORWOOD
SUBSTRATES MAY BE
USEDFORALLFRAME
2X WOOD WOOD ANCHOR TYP., METMS ANCHOR TYP., TYPES PERTABLEq
TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEEANCHOR NOTES SHEET I.
NOTE 3, SHEETI &TABLE& SHEETI NOTE 4, SHEETI &TABLEA.SHEETI
® DIAGONAL O.C. IS
3-TRACK FRAME HEAD ® 4-TRACK FRAME HEAD •
WOOD INSTALLATION METAL INSTALLATION MIN4•(ILL)
OR 6• (JAAMB) MB)SEHEAD & SEE
WOODANCHORTYP., 2XWOOD SMSANCHORTYP., METALTYP., DETAILS, SHEETS I0&11
)R SEEANCHORNOTES TYP.,SEEANCHOR SEEANCHORNOTES SEEANCHOR
1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A SHEET 1 NOTE 4, SHEET 1
ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND
NOTE 5, NOTE 5, THE METAL SUBSTRATE
SHEET1 1 SHEETI
(1/4• MAK) 1 (I/4' MAX) t
Ex1ER10R EXMRIOR EMBEDMENT: SEE
TABLE A, SHEET I
2-I/18•• �2-1M6'• EDGE DISTANCE
EDGE DISTANCE SEE TABLE q SHEET 1
SEE TABLE& SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1
®3-TRACK FRAME SILL ®ETAL INSTALLATION4-TRACK FRAME SILL
WOOD INSTALLATION M
;I
EMBEDMENT: SEE
TABLE A, SHEETI
EMBEDMENT: SEE 1
TASLEA,SHEETI 'I —�•
I
EDGE DISTANCE
EDGE DISTANCE:
SEE TABLE q
TYR, SEE ANCHOR SEEOD TA81L
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8 TABLE q SHEET 1
SEE ANCHOR NOTES
& TABLE A, SHEET 1
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CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: ,,ALL DIMENSIONS
PER TABLE A, SHEEri CONCRETE SEE TABLEA SHEET I CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED
A, SHEET( 2 PER .111(r ON MIN. ALLOWED.
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A, SHEET I PSHEETl DIAGONAL O.C.Is
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PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP,
WOOD SUCK TYP., SEE SEE ANCHOR'�bms & WOOD BUCKTYP, SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE AFF ANCHOR NOTES A
ANCHOR NOTE 3, SHEET i TABLE PSHEET l ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
2-TRACK FRAME HEAD I 'i XTRACK FRAME 14FAD 4-TRACK FRAME HEAD
CONCRETE-IN-S-TALLATION, CONCRETE INSTALLATION CONCRETEINSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECURED'IX CONCRETE ANCHOR TYP, PROPERLY SECURED IX
SEE ANCHOR NOTES & WOOD BUCIKjTYP., SEE SEEANCHO UCKTYP.,SEE SEEANCHOR NOTES & WOOD BUCK TYP., SEE
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LE BEE PERTABLE
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ila 2-TRACK FRAME SILL �j 3-TRACK FRAME SILL TRACK FRAME ILL
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EMBEDMENT: SEE CONCJCMUANCHOR SEETABLEA, I �� SHEET(
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PROPERLY SECURED EDGE DISTANCE: NOTES & TABLE A SHEET(
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INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAMEJAMB
SHOWN ARE BASED
REQUIREDATALL
+.
2.693" MIN.
ON MIN. ALLOWED.
it
INSIDE POCIO=TS
EDGE
EMBEDMENT: SEE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
WOOD FRAMING TABLEASHEETI
��
ODANCHOTINGADAPTEFR yVA�
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=:
SHEEP ARE FOR
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SEEANCHORNOT1
_
ANCHOR TYP., SEE
A-TABLEA
TABLEA SHEETI FOR
EMBEDMENT:
B TABLEA
-
ANCHOR NOTES&
ALLAPPROVED
SEE TABLEA
(ALSO SEE TYP.
ETYP.
_L
_
SHEETI
SUBSTRATES.
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ILLUSTRATION, SHEET 9)
• _ -
1-1W MIN. EDGE DISTANCE
DISTANET CE:
DISTANCE: SEE
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FXrER1oR
3. SEETABES 1.T,
LE EMBEDMENT.
TABSEETABLEA
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20
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P-HOOK
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ALSO SEE EXAMPLE
& TABLEA SHEET 1
I
CMU PER TABLE
EMBEDMENT: SEE
A SHEET 1
ON SHEET 9.
(ALSO SEE TYP. !
2,693' MIN. ASHEETI
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(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
ja P-HOOK FOR USE WITH FLAT SILL RISERS
® P•HOOK FOR USE WITH ANY SILL RISER
A" PARTS #18, 020, M22
OR 924,
Jc PARTS M18, 020, M22 OR124.
WOOD INSTALLATION
EXTERIOR MOUNTSHOWN,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A
2A & 3A MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
MAYALSO BE INSTALLED IN
FOR WATER RATINGS)
.i
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP,
P4i00K MOUNTING
SEE ANCHOR
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MIN. OF 3THREADS TABLEASNEETti
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P-HOOK FOR USE WITH BOX SILL RISERS
M19 M21. 923 OR 025.
11 IV
PARTS 919. M21. M23OR
INSTALLATION
925.
EXTERIOR
PARTS
CONCRETE INSTALLA710N
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2) (1) LOCK QTEMS 75 & 107-110) AT El
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'DW &'Dd, SHEETS 12 & 13
J SILICONE Nau+E1T BUTYL
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^
INSTALLATION DETAILS
&'Gd. SHEETS 12 & 13
XED JAMB DETAIL'G2', ASTRAGAL
HEADER DETAIL''', SHEET
HEADER DETAIL''', SHEET 18;
MAX
LLL SHEET 18; INSTALLATION DETAILS'L1' 8
18; INSTALLATION DETAILS
INSTALLATION DETAILS'Axl &'Ad,
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INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK)
it 'DW &'Dd, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX= (2-TRACK)
JAMB DETAIL 'ill,
SHEET 18;
ASTRAGAL DETAIL.B'L1' 8
i INTERLOCK DETAIL T7', SHEET 18
INSTALLATION DETAILS W &
L2, SHEET 18
-1
�-1 INTERLOCK DETAIL V. SHEET 19 'Id, SHEETS 12 & 13-\
HEADER
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1
18; INSTALLATION DETAILS
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IEL TO OPERABLE PANEL) FIXEDPANELTO FIXED PANELTO OPERABLE PANEL)�I
RIOR) THE EXTERIOR) THEINTERIOR)
I �IXIERIOA
iI
\ 3 4
y 6
1133 6 113
89
EXIULOq
a a
IN 3-TRACK 4-TRACK MAX UNIT
e FRAME HEAD C FRAME HEAD HEIGHT PER
TABLES I�
II
J 69 69
EXTEs0a7m EXTERIOR
ROR TJ a 72 ORTJ ROR 73
6 10
8
113 113
;j s
'.N 3-TRACK 4-TRACK
®E FRAMESILL F FRAMESILL N '•,p
16R)O l m
immmumagm
CKIC0//UALUM.OMJ-LMIMr^1 §
am•7m nits iB r 22 PL;TD150
* : .58705
p G zz 10 fk:
l
i
II I
I I
�I I
ASSEMBLY DETAILS
(SEE SHEETS I2-14 FOR FORINSTALLATION DETAILS) 5 41NfFAlOR et 7f3 118
28 *TE
7 71327 mm 1m82111 14
29655
EXTERIOR 111 �EXTERIOR -
®j (EXT. OR INT. MOUNT) SILLS -HOOK FOR FLAT I ®K EXT. MOUNT ONLY
P-HOOK FOR BOX SILLS �, aIOR v
ppO 60 OR81
OCK
L K07.7 7687P-1 81 Sal�-t1 5 ®INTERLOCK
M
14
113
60 W %-.MOR
p1 1185j'L 113 t1377ITEM 981 (HEAVY-DUTY
vas 113 103 119 �E�- 7 SPAN SDARD Si7rt�ALSO
I HEAVY-DUTY __ INSIDE APPLICABLE SEETABLES
L7 WITH STANDASTANDARD SRD STILESR60 WITH HEAVY-DUTY STILES RS7 Nt 2-TRACK BHOWN NER ®2-TRACKSHOWNER 1� SHEETS 6$FOR DP
EXTERIOR BOXASTRAGAL SHOWN (EXTERIOR BOXASTRAGAL SHOWN STILES. ASSOCIATED WITH
(BOX -OUT) MAY ALSO BE INSTALLED I(BOX-DUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) '!TOWARDS INTERIOR(BOX4N)
QINTERIOR
31 OCKP
55107.1/
4 INTERIOR
ill4
S 5 INTERIOR
135°
11
7 13V
14 5 01 32
1m
61 �
32
OCKP 31 103 B7 �. xis 14 7 135• INSIDE CORNER
76 a 107-1 P%
2TRACKSHOWN
N.. 58705 —
TRAOUTSIH.wCOOTER
i SGO -!M IMPACT
o.yr
iB • 22 F'07D190
Rem
DwgTA
PGTq
u
Description
1
17306
617308
2-TRACK HEAD
I ,I
2
173M
Si
2-TRACK HEAD WITH
SCREEN RAIL
3
17309
617309
3-TRACKHEAD
I. I'
4
17312
017312
4-TRACK HEAD
Jill
5
17314
617314
FRAME SCREW COVER
6
17317
017317
FRAME HEADIJAMB
ADDON
7
17304
617304
2-TRACK SILL
I.'I
17301
617301
2-TRACK SILL WITH
SCREEN RAO-
17307
617307
3-TRAC(S61
J;I
17310
017310
4-7RACKSIIL
I I
17313
617313
FRAME SILLTRACXINSERT
F
17315
617315
FRAME SILL SCREEN ADDON (SEE NOTE 3)
17316
617316
FRAME SILL SCREEN END ADDON (SEE NOTE 3)
17305
617805
2-TRAC(JAMS
17302
617302
2-TRACK JAMB WITHSCREEN RAIL
17306
0173DB
3-TRACC.WMB I !i
171
17311
617311
4-TRACCJAMB I.'.
10
1 17322
617322
SOLRISER-FIAT,'FLUSI{1-1FT
19
17319
617319
SI LRISER-SOX('IFLUSH, 140
20
17321
617321
SILLROER-FLAT LOW, 2-1/2
21
17318
61731E .
SILL RISER -13OX( i 2.1/7
22
17355
617355
SILL RISER -FLAT, MEDIUM, 3-1/4-
23
17354
617354
SELL RISER -BOKMEDIU.3-IW
24
17323
617323
SILL RISER -FLAT, HIGH, 4'
25
17320
617320
SILL RISER -BOX HIGH. 4'
26
17333
817333
POCKETP4ROOK I I
27
7070
07070
NEOPRENE BULB iWSTP FOR P HOOK
28
17334
617334 ;
POCKET RFFOOK MOUNT
29
17335
617335
P-HOOK COVER III
30
17348
817348
POCKET P4400K FOR BOX RSER
31 .
17378
617378
135 CORNER I l'
32
17378
617378
135FDEDMOUNT1111
ITEMS 40-M
ARE SCREEN, PARTS:
40
4319 .
612258
SCREEN SIDE RAIL;; LOCKSi
41
7LOCKWGSK
SCREEN LOCKSET11
42
41818
SCREEN KEEPERSPACER SET
43
8152
B8152
SCREEN INTERLOCK ADAPTER
44
4428
84428
SCREEN DOUBLE INTERLOCK
45
d317
017258
SCREEN TOP RAIL !I
48
4318
812257
SCREEN BOTTOM RAIL
I I ABLE 5'
Mbe4d
i Fe
Min. Fe
412514d s—
W MI
In rl
012lS8S—
OD kW
B5 Ra1
11124105rmN
RD RaL
110W
1/4' DeWeWEKO ApmeCdeiO
VEel
961
VP i Mi2CmYD
155w
177Fa1
VVD wdI UQ,.i
I1C410SSD8Wdit OeMFffiO
148 k51
IVAW
164 Rat
18911
W63d5ARmtrun
18 1
22"1
A30 Sled
30 rl
SS "I
Ge WSIM SOA
1 33 Ra1
461u1
Item
DPW T8
POT
Desaiptbn
47
00 1
7SRAZ
STANDARD RDL1ER
48
668
7SRAX
STANDAM RDIIFR- Sr. SIL
49
43"
84374
SCREENASIRAGW.
50
17J49
617349
aDSCFEENASTRAGALADAPfER
51
1682
81692
SCREENSPLRE-.165
62
1694
61694
SCEENSPIPE-.15V
53
(11511
SCFEEN CLOTH
54
1775
V7XCXUIISSET. BLOCK NEOPRENE 85 Nb
55
1720
r X4' X INS SET. BLOC[ NEOPRENE 85.1-6
80
17325
617325
PANELSRLE
81
17320
617326
PANELSME (HEAVY DULY)
82
17327
8173E
INTERLOCK ADAPTOR
63
125
61PY40
V077L BULB WSTP.- THIN (MOE 24IE1i
64
1729
7172D
SILL ENE) WF ATHE STRP PAD
85
173m
6173M
INTEMOCKSCEEWCOVER
67
i7J7a
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
19
17324
617324
TOP&BOTFOMRU.
M
17350
41739D
WEATHERSTRIP EXTENSION INJECTION MOLDED)
71
INS
71(1
i-1/t XI'X314'IOGHRN SEALDUSTPLUSS
72
8153
751M
TANDEM Sr. S1L ROU.ERASSY.
731
5159
1 18163N
TAMEMINYLONROLLMASSY.
70
SINCOHE
OOW-7B1. W9. 981, BBS OR DE-7700
75
8185
781115X
GEMl0MOi1XE 3-PLY DUTALLOCK WILONG TRM PLATE
78
71032XLFPFX
/1042X7• FL SS SCEWWR TYPE F TIP
77
71D3239
t0.Y 5IEELDNC IfNUT
7B
17357
617357
1•IS BEAD
80
I=
61735D
7H6 BEAD F F= PANEL CUP
81
17360
6IT360
9118•BEAD
Si
1TL4
BiP24aK
VONLBLLBWFATFERSTRP
63
01745
1745
LOWS O4C. 1R' XVIB' SOL SIDEAOI TAPE, POLYETH
100
am
41
ROLEKAOI. HOLE PLUG
101
72037
JVaa BUMPER
102
1096
71696
DUSTPLUG
103
BIBS
71
1-LEPER
104
653
1 7SDKEEP
SCREEN LOCK KEEPER
IDS
17399
M7344
FDO�PANELCP-W LONW
IDS
1734
617352
FOED PANEL RETANIM-9i
107
1TM
71739
FNNOIEKIi-WRERIORRALSEDVNfII'IMMB ROd4
108
1740
71140
HANXEKI7-RAISEDETERORHANEXE
109
1731
781C.SN
HANDLE Iar- RECESSED ONEWORWITH 1HU087URN
Ito
1732
78178
RUMMKIT-RECESSEDEXIEFOORPULL
111
7IM044PPSDAX
OX3RPPHPNLTEK-S.S.
112
1235
SM6
TP,T70X.17G-FIN SEAL
113
171z
640M
.Wr XMO'FMEAL
114
710(11SPPX
Ni
115
71WPPr
010%1'
IIS
72=
61426XP SS.
117
72DO72X
g421 1-17T S.S.
116
17338
817335
W DEGREE CORNER RECEIVER
119
17S37
617337
BO DEGTEE OUTSIDE OOR ER ASRRAGAL
120
1 17336
1 8117330
90 — BODE ODRNERASI_GAL
123
1 173S2
I 617
FD®PA—rA9E3L 7AP
TAME11 F04WRLOORONF�I1 II ( �L�1 JGRFGJ//V fALVM.JVY�uvE/MrAVa
LJ \ \"TJLL�J o•ar
SGF770 IViS 20 - 22 1 P 130
TOTES:
) ALL ALUMINUM = 6063-T6
) TEENS 9 3339, 66-69, 65,78, 84-99,
21 & 122 ARE NOT USED AND ARE
IOT PART OF THIS APPROVAL
q USE OF 012 OR 913 REQUIRES
IN. 910 SMS OR 3H6' MASONRY
1NCHORS Q 24- MAX O.C.
5.069" 8.5° 1.38° 1.36°
0.080"
1.87T r
� 1.505
0.081• 1.019`
0.081" � 0.081' 0.08T
tO2-TRACK HEAD 10 4-TRACK SILL SCREEN
(6063-T6 AL) (6083-TB AL) �0 STILE
6.198° (6063-T6 AL)
6.198' I' 6.526' 5.069°
0.080
1.045°
1.505' I I
1.211• Lj
0.062"
0,081" O2_TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-TB AL) (8083•T6 AL) t4 2--TRACK JAMB 15 SCREEN
TOP RAIL
(6068-TBAL) (6063-T6 AL)
I 2--TRACK JAMBWI
7.11W 6221' 75 SCREEN TRACK
j 0.080' (6063-TS AL)
1.505° I Imo--- 0.875'
1211-
_j 1.36
1.993`
0.081" O3-TRACK HEAD, O (ZACK SILL W1 SCREEN TRACK 0 062'
(6063-TS AL) (6083-TB AL) 0.081' SCREEN
'� BOTTOM RAIL
(6063-T6 AL)
9.14T � 0.081'
4.49'
0.080°
it 1211° 1.605° 7.105'
0.081° O4 4-TRACK HEAD O7 2-TRACKSILL
(6063-T6 AL) (6863-TB AL)
i
-+� 1,314' 0.060°
0.062'
0.760`
1.260" 0:532°
0.060' 1.516' 1.990'
AMEHEAD/JAMB SCREFRAME SILL SCREEN FR
BOFREN AME SILL SCREEN ��� yLYNN ��///�
ADD -ON �12 ADD-0N 73 END ADD-0N to 3-TRACK JAMB `` `,`.r� J s�?1/�
(6083•TS AL) (6063-TEAL) (6063-TEAL) (6063-TB AL)/'
REQUIRESMIN.i10SMS REQUIRES MIN.#10 SMS
OR 3116' MASONRY OR 3116• MASONRY 8_ 4TRACK JAMB No. 58705 _ * sk
SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24' MAX O.C. ANCHORS ® 24• MAX O,C. (6063•T6 AL) zJ
tomr�taaruave °i�^
" IwuvewaE,m r _EXTRUSIONSRon,: G�Z
JR 03R5Q0 p NOCHMOESTRISSR£EK Li SERIES770ALUM. SGO- LU IMPACT
� saovm N;i 21 +22 PG7D130 D _ r�5ero5
Y
o.nfi° �-- 9.e3"
2304' 3.802'
�802" 0.752'
0.752° 0.885
0.574' 0.795 1.763'�
0.062' 0.080' 0.062'
0264" 0233' O.O6Y
FRAME SILL �I P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER tt TRACK ORNOOK ADAPTOR 29 COVER 0.080' OP -HOOK FOR BOX RISER
(6063-TB AL) (8063TB AL) (60g3-T6 AL) (8063-TB AL) (6083-TB AL) - (60613-T6 AL)
(+ 4°
.155 4'
2.30" 1.I 88"
1.739
0.060
0.830" I 'i 0.062' 1.600 0.133" 1.800 0.062' 1.30r
.080" 1.870" i
.016° 0.325
1.974" Vw MW 0•�"
2.44' i
INTERLOCK INTERLOCK
3T IW CORNER O 135' FU(ED MOUNT O STANDARD STILE 81 NEAW DUTY STILE �-- O--
(6063-TB AL) (6G83-T6 AL) (6063TBAL) (6063-T6 AL) ADAPTER SCRETB AL) R
(6083-T8 AL) (fi083T6 AL)
.1
3.979' .I 3.079"
4.125
11
0.126"'
t lk4uh1.64536S1.645 4.281
32W 045
O STANDARD ASTRAGAL O REAW DUTY ASTRAGAL OTOPBOTTOM RAIL OGLAZJNG O7/76°GLAZING 81 9M6°GLAZJNG
(6963-T6 AL) (6063TS AL) (6063•T6 AL) BEAD nSA BEAD. CUP
BEAD
(8083-TB AL) PANEL (6063TB AL)
(606346 AL)
1 003°
AD
4" �' j 5.621'
0.75T ^ 0.080• o.92.0.133"(6063-T6 AL) 0,133' .498'8(r 2
.550" .FIXED PANEL 5.621'0.709" tz3 RETAINER 7I6" t2g 9- INSIDE CORNER ASTRAGAL
0.osir-�-II�-• (6053-TB AL) 11g 90. OUTSIDE CORNER ASTRAGAL (6063-T6 A63-
L)
FIXED PANEL 1IS 90' CORNER RECERIER (60 T6 AL) •
t�RETAINER. 9/18' No. 58T05
(6063-T6 AL)
(6063-T6 AL) - _
, p TE ...:
EXTRUSIONS ��s5/ANALE�C?g:
JH OY1NM D NO CHANGESTMSSNEE7. ; SERIES770_ALUM.SGD-LMIMPACT _
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