HomeMy WebLinkAboutNOASCANNED
BY
M IAM I•DADE St. Lucie County
o ,
DEPARTMENT OFREGULATORYAND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/econoiny
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product o If 'Is
fails to meet the requirements of the applicable building code.
This product is appro a as descn herein, and has been designed to comply with the Florida Building
Code, including the Velocity Hu icane Zone:
DESCRIPTION: eries "SGD-770" luminum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DO NT, Drawi g No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, d d 10/10/1 , with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Mi e iamr- ade our t Control Revision stamp with
the Notice of Acceptance n ber expiration date by the Miami -Dade County not Control Section.
MISSILE IMPACT RA : Large and Small Missile Impact Resistant
LABELING: Each unit sh bear a permanent label with the manufacturer's name o logo, city, state,
model/series, and following state=i-Dade County Product Control A unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA1116-0629.06 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E
NOA No. 17-0420.12
Expiration Date: February 17, 2020
y'l t�r7 Approval Date: September 28, 2017
Pagel
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) 1TL-S717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123. 10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, 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 P ;
(Submitted under NOA No. 09-0826.10) — —�
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL. CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/0S/I9.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5` Edition (2014) and FBC-6"' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by PER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved
on 08/04/16 and expiring on 02117/20.
Jorge M. Plasencia, P.E.
P� duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2 DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
3) ANCHORAGE: THE 33-113 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITEDTO 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 OFTH
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, FR-5993, FTLE001, FTL-6014. FTL£015, FTL-6017. FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL£028, F11-6031, FTL.6033, FTL-6036 AND FTL-7554
'HV-
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11 HERESUBSTFATECON IS REgUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPSABOW.
CH THEANCH UP OF THE LOV/ESTLETTER FOR PLLTABLES IN THIS APPROVAL
1)ALLAN EAOTYPESAREAPPLICABLE
3) FOR STEEL STUDS. MIN. FU -46 KSI, MIN FY-33141.
4)F,, ED BLOCK VW.UES MAY ALSO BE USED IN HOLLOW BLOCKANNUCATIONS.
5) ANCHORS MIST BE OF SUFFICIENT LENGTH $O THAT A MINNIUM OF 3 THREADS EXTEND BE ND METAL SUBSTRATE.
Ceao0p6an 6M.d 8om Eatedarto muaar) ANCHOR NOTES
u wtln aso• Pva Inmtlmea 11 FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
a MIh.081Y Pv8 tMtlayer MIAMI DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
DESIGN PRESSURE MTINO IMPACT RATING
9EETABLES I.2&3Or RATEDMRL OESSMPLL
S1,1EETS6.788 MISSILE IMPACT RESISTANCE
CODES/STANDARDSUSED:
•2014 FLORIDA BUILDING COOS (PBCA SIM EDITION
-ASTM E13(X009
=ANSURFSPANDS2015FOR WOOD CONSTRUCTION
=ALUMINUM DESIGN MANUAL AOM-2015
=AISI S10Si2
-AISC 350-10
GENERAL NOTES.- ..........
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS .....
4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6-B
INSTALL DETAILS..............12-14
ELEVATIONS............... _....
15.16
PANEL /SILL TYPES.........
17
..r. DFAU7R ammo
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.
PRODUCT REVISE'
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-10 THICK.
plymR a0h ma Noriao
PROPERLY SECURED, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS
Bu0dln, Coda
17 0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
NPA-N..
DEPICTED AS 2X ARE 1.1a"THICK OR GREATER. IX AND 2X BUCKS
Expiration Data 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
BY
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
Miami ePraaxct Control
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILOING OFFICIAL
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORTY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT,
MAX. 114=THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
1 w 22 1 PGT0130
OM SB705
EXAMPLE CONFIGURATIONS
I
MAX. UNIT
WIDTH
MAX. UNIT WIDTH
NON. PANELWIDTH
NOM. PANEL WIDTH
PER TABLES 13
PER TABLES 1-3
I
I
19
I
G.
MAX. UNIT
HEIGHT
/
� $$
MAX.HEIGNAT 1
HT
/ 9
/
k'�
ER TABLES I-3
PERTABLES I3
lY
uS-
MAX. UNIT WIDTH
N. PANEL WIDTH
PER TABLES 13
NOM. PANEL WIDTH
PER TABLES 13
1' 1s 1 1 to MAX. UNIT
AX. UNIT 1s I I� HEIGHT `mxti/Y\JuJ]
EIGHT 1 1 i� 6 PER 1
'ER ABLES 141 I g TABLES 1.3
/ / / PMXEI I
3-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3 1 3 13
1 1
MAX UNIT
HEIGHT
PERTABLES 1-3
J�
�I�I 111 m
�F7
W m
5-PANEL CONFIGURATIONS
LEAI.OFAUIHO�NB
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'JW .'Je. -KW' OR "Ke INSTALLATION.
EXAMPLE: 4PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXX'IXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 00- & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
j
OF ANY 2 STRAIGHT CONFIGU RATIONS.
1s i
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X'= OPERABLE PANEL,
'O'=INOPERINOPERABLE PANEL,
I B
'p'=POCKET DETAIL LETTER
65N—W = WOOD OR METAL INSTALLATION
Cal 'c'=CONCRETE INSTALLATION
p
✓
L—SHEET NUMBER
AX UNIT WIDTH
OLD WIDTH= NON. PANEL H-
OLD HEIGHT= DOOR UNIT IT HEIGHT -10.126'
PANEL HEIGHT=DOOR UNIT HEIGHT -1.866°
/// % 11
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX U�
HEIGHT
PER / e
TABLES 13
sco-yro
POGIET
CORNER TYP.'
(OUTSIDE CORNERSHOWN,
INSIDE CORNER SIMILAR)
2 22
PRODUCT REVISED
6u"Mplying witb the o.dda
.' DPCe
RDA-Np. 17-0420A2
EapbaOpn Pete 02117/2020
* f1 Nu 58705
,tunic..
A.LY Mill ER P.E
EXAMPLE CONFIGURATIONS
MAX TESTED UNIT WIDTH=
355-7116'(9t96-HEIGHT
300-1/4' @ 120' HEIGHT
NOM. PANEL WIDTH
PER TABLES 1-3
t
a
t9
t I
t4 1 I
MAX UNIT Ic
a
19
1!
lupi 04}
c�9
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HEIGHT,
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6-PANEL CONFIGURATIONS
t` t
MAX. UNIT WIDTH
NOM. PANEL WIDTH
to 1 13
3
PERTABLESIJ
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PER TABLES 1-3
7-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'JW ,'JC, "KV OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR>O=P. OXXX 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.
'X' = OPERABLE PANEL.
'0' = INOPERABLE PANEL,
'p- = POCKET
DETAIL LETTER
�W =WOOD OR METAL INSTALLATION
'c'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT DOOR UNIT HEIG HT - 10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
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PRODUCT REVISED
BYl' onpin plydg wilh lha N.dde
No".. 17-0420A2
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UK
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7116' NOM.
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3116' HS GLASS
.090' PVB
.090° SG
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3l1 fi° HS GLASS-
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56
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7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/18k
9118" NOM.
1' NOM.
3l16- HS GLASS
1/4' HS
1/4• AS GLASS
.090" PV
09.090-
SG
3/16- HS GLASS
HS G1/4'TGLASS
1/4'HS GLASS
i4
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PRODUCT REVISED
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9/16" LAMINATED GLASS, TYPE G3A
9116- LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
..........
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GLAZING NOTES:
'ANN"=ANNEALED
-
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-HS'= HEAT STRENGTHENED
'T'=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
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GLAZING DETAILS
•SG'=.090" SENTRYGLAe By KURARAY AMERICA, INC.
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SERIES 770 ALUM. SGD-LM IMPACT
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GLAZING DETAILS
(G6 GISA, G7 G7A, G8 & G8A)
7' NCM. 7116- NOM.
V NOW.
3716' ANN GLASS
3116' HS GLASS
3/16" ANN GLASS
.090' SG
SG
.OBD"
.090' SG
3116' ANN GLASS
3/16' HS GLASS
3116'ANN GLASS
T4
3/8-AIRSPACE- SPACEW314'
3/B'AIR SPACE
7a
T GLASS
all '_GLASS
3/16' T GLASS
82
-
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83
'.
�GIASS
NOM-
GLASS
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a
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Ex]ERIOR
j
E%TENOR
80
79
1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1"LAMINATED I.G. GLASS, TYPE G8
t 1"NOM. 1 9M6'N0M. y r 1-NOM. --1
311W HS GLAS .090" SG 3/16" ANN GLASS
S/l AIRSPACE ]a IXANN
—OLA55 ]a 5H6'AIRSPACE 74
1/4'T GLASS 1/4"TGLASS PRODUCT REVISED
Plying with the Flo,ido
63 6uIItl1n8 ...'aging
314' NOM. NOA-No. 17-0420.12
,2a12] 3/4'NOM. r OR GLASS 3GLA55 NOM E,Ina0en Date 02/17/2020
GLASS �j 13a,2
BITE BITE BITE BY
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sa
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1" LAMINATED I.G. GLASS TYPE G6A 9116" LAMINATED GLASS TYPE GYA 1" LAMINATED I.G. GLASS TYPE G8A
GLAZING NOTES:
'ANN'=ANNEALED-
'HS-= HEAT STRENGTHENED
SEE SHEET 16 FOR SPACER DETAILS.
O '•. T
PVB'-.090RED
TROSIFOC PVB BY KURARAY AMERICA,INC.
iWOTECNNC[DOVDRIYE
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GLAZING DETAILS
GLA
�'. FS •`f�OR10?•,:'�C��`
S G
' SG' =.090'SENTRYGLASA' BY KURARAY AMERICA. INC.
ryapeo-fedo
aDa]se
SERIES 770 ALUM. SGD-LM IMPACT
At 0495M] " C hfo L (GE51H1ssH ..
ceRr: oPAfmt.
awu� or new xa
A. LVNN idM1LFR, P.E
s.uo NTS 5 • 22 PGT0f30 C
P.es saros -
iandfa
a�
�D=r
Design Pressure(DP)end Anchor Quantities Required,
(for all approved configurations an Sheets 2 & 3)
Far caner astragal anchorage an SP m 135' aomauNb, ees sheet 11
Maximum DPfor all sizes:
+601-60 pelf
(May be lirreed by Table 1A)
Table applies to Glass Types 3,
SA, 5, SA, 7, 7A, 8 & BA and
Door Unit Height
NI°
ear
6&71B" DLO
73-718° DLO
70d18" DLO
the SBIe/Asbagal Types shown
balm,.
Anchw Group
Aru.'har Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
I O
D
'
HeaNSill
C4N
N+1
NN
N+1
N+1
+
N+
+1
G+1
H
N+1
NN
CAN
GN
+
?A°O
Jamb
8
B
8
6
8
8
8
B
8
8
B
B
P-Mdr
B+T
eN
8+7
f»7
T+8
7+B
]*8
7+8
]+6
NB
]+e
i
7+8
T+B
T+e
7+8
Head(0111
N+1
N+1
N+1
CAN
N+1
N+1
N+1
CA+1
CA+1
N+1
N+1
+1
CA+1
CtO
04+1
CA+1
°
23'
8
8
B
B
8
8
B
B
8
B
B
B
8
8
B
8
5
OLO
P-hcw
8+7
817
6+7
8N
]+8
7+B
7+8
T+B
7+8
7+B
T+a
AB,
7+8
7+8
7+8
T+0
5+
HeadlSgl
C4+1
04+1
C4+1
N+1
CA+1
N+1
C4+1
N+1
N+1
N+1
CC+1
CA+1
N+1
NO
CA+1
GIN
36°
Jamb
8
B
e
9
8
8
e
B
B
B
e
e
e
e
B
8
a
O�LO
P-MNr
6+]
8+]
BN
8+7
he
7+8
7+8
7+8
]+8
7+B
NB
8
7+8
AB
NB
AB
HeadlSiil
N+1
C4+1
N+1
NN
G+1
N+1
N+1
N+1
N+1
CNt
N+1
GI+
Ct+i
N+
47
Q
Jamb
8
8
B
8
B
8
8
8
B
a
8
e
8
e
8
B
P-hook
6+7
617
8+7
B+T
NB
7+8
7+e
T+B
7+B
]+B
]+8
7+8
7+8
7+8
7+8
]+B
Ha.&Sill
N+2
N+2
CL2
N+2
C4+2
N+2
N+2
N+2
GI+2
61t2
N+2
N +2
N+2
C4+ 2
N+2
C4+2
4V
41
Jan)
a
e
e
B
8
8
B
8
8
8
5
8
f0
e
a
8
DLO
P41ook
B+7
8+7
e+T
a+]
7+a
I-7+B
T+B
]+8
]+8
7+8
7+8
7+3
1 7+13
7+e
7+8
FOR EXAMPLE ON USING TABLE, SEE 511EE I B.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114- SILL.
2) WHEN USING THE 2-ITT SILL, POSITIVE WATER DP IS 46.07 PSF MAX. WHEN USING THE &114" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3-114' AND 2-1I1' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1T2' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
2
Sill Height to Max. (+) DP
(Water Infiltration patrol
SIII Rber Heght
(+)0Csl9n
(Flat or Boa, see
Pressure, pelf
Sheet l7)
Flush-1-1T1
sea note3
Low-2-iR"
+ B.6T
DLO WIDTH=
NOM. PANEL WIDTH-7°
DLO HEIGHT=
DOOR UNIT HEIGHT-10.1254
PANEL HEIGHT =
DOOR UNIT HEIGHT -1,866"
OH LENGTH �'�—
F1 K
S OI OH RATI021
O
1
OH RATIO = OH LENGTH
OH HEIGHT
Straightm=gal
Lockwe@
90'Astragal
inckrtle@
135-Astragal
Inciatile(1
Interlock
P-hook
Incks0le@Jamb
Assembly
SDalght Astragal
Assembty
go-mtragal
pssembly
135-Astragal
Slandard5tlles
Standard5ble
standard Stile
Slandard5tue
Standsrd5tile
Heald -duty Rile
Heavy-duty Sill.
Heady -duty Stlle
—inside
HeaWdu4'Stile
Standard A.Vagal
Outside Comer
Ou6lde
Nmer
Larne
^''I''""1�
...I..y
Corner
Corrd
Outside
eJ.�
Insidelde Carr
Corner
Part B60 (xT)
Part n60
Part OW
Part H80(SBIe)
Part BBT lAstragal)
Part N60
parts 10((Cnrner
part N119(OUL)
panel, (In.)
P�p31(&tl32
Part N61
Re<elveN
(Corn&FxdM.0
c5A7. oFaurxeaeme
55R770
I. SGO -!M IMPAGT
a
6 + 22 PG70130
PRODUCT REVISED
BYIItlIn81COLBa1N the Florida
NOA-No. 17-0420.12
Expiration Data 02/17/2020
*: No. 5BT05
`� ativ
A
TABLE 2:
Design Pressure (DPI and Anchor Quantities Required,(fo r or approved configurations on Sheets 2&3)
Maximum DPfalallause+601-fi0
Farcomer astragal anchom8e an 9m or 130'ro�Kr uN[s, cee sheet 11
(M., N heated by Table 2A)
lbw UJt Hidght
Table apples tp Glass Types 4, 4A,
BD'
el"
TJ-]/B"
8
DLO
96
&5- l8'
0.0
102'
81-TIB'
OLO
tW
9Td/B"
OLO
114
103]2
DLO
11➢"
104]/0•
DLO
G, sA r, ]A, B 6 BA and the
SlileJAsneKl Types aM1mm babes.
69910"
AncMr
DLO
Gmup
]1Tla•
pnoMr
OLO
GmUp
NMMr
Gmup
MCM1ol
Gmvp
Anebo(Ovup
pK at
Group
AKM1OIGI'l
Axlmr
Gmbp
C
D
A
a
C
D
A
B
C
D
A
B
C
D
A
8
C
D
A
e
C
D
A
B
C
D
A
B
D
p
U+
B
UN
G+1
GH
UN
Ur1
C4+f
Uat
U+1
Urt
GN
UN
N
U+1
+1
Gal
G+l
Gq
1
G+
Gat
UH
C4a1
GN
C4a1
GH
cad"
UN
Ca I
UN
Ct
4
G+I
a ell
8
e
e
B
e
B
e
0
e
0
e
8
10
ID
10
f0
10
10
10
f0
ID
1D
10
10
10
10
10
10
26 DLO Jamb
B
e
8
8
]+0
HB
NB
T+0
YB
T+8
i+8
i9
T+B
B+B
B+B
Bag
0+8
&9
6+9
8+8
B+B
Brlp
8M0
BHO
9r 10
9N0
Br10
9+t0
9+10
PMpk
flN
b+i
flH
B+I
]9
AB
h0
U+1
Gal
Gal
U+1
Grt
Gr1
G+1
Uat
U+1
G+1
U+1
Grt
C4a1
Ur1
G+1
U+1
U+1
C1+1
G+1
LA 110
+1
Gal
Ua1
U+1
HeaBlBiB
U+1
Ue1
G+1
Urt
G+1
G*1
G+1
G+1
10
10
10
10
10
10
10
10
10
ID
10
ID
10
10
1D
10
30" o Jamb
8
e
8
B
e
e
e
e
B
8
B
0
0
8
e
8
0+B
sae
B+9
8+8
&e
8a9
8a9
B+10
9410
MID
9r10
9+10
W10
8+10
8N0
D
PluOk
eN
BaT
6r7
&i
GN
]+e
GH
i+8
U+i
HB
U+1
TrB
Grt
T+e
G+f
T+e
3+1
AB
G+1
T9
U+1
T+B
U+1
T+B
Gat
]+0
G+1
]+B
G♦t
0+9
U+1
C40
G21
CA+1
Ue1
G+t
G+1
U+1
Grt
G+1
U+1
UN
Urt
U+1
G+1
C4+1
H.WS01
G+1
G+1
G+1
'8
8
6
8
B
B
0
B
e
10
10
10
10
10
10
10
ID
1D
10
10
1p
ID
10
10
10
9 ]B' LD Jamb
e
8
0
0
8
e
e
7.8
7+8
Tab
i9
erg
8+8
BrB
0+9
0+B
Bab
Bab
Bag
9+10
B+10
B+10
BND
a+10
BHO
9+10
BHO
P4ro0k
flQ
fiH
G+1
fi+]
Ga1
6+1
U+1
7+8
GN
AB
G+1
T+8
U+1
Tr0
G+1
T+e
Ur1
7.6
U+1
7+8
GN
AB
G6+1
Gai
U+t
Url
G+1
U+}
UH
G+1
GH1
Ua1
GN
GH
U•1
Gr1
U+1
G*t
U+1
C5+1
CB+i
UH
G+1
Headlsul
GN
8
e
0
B
B
B
8
e
8
9
e
10
10
10
10
10
10
10
10
10
1p
10
10
12
10
10
10
42' DLO Jamb
8
0
B
8
B
Tao
T+B
>r6
T+e
T+B
7+9
]+e
TB
89
B+9
8+9
8+9
&B
0+9
8+8
8+e
W10
9710
9+10.
Br10
B+tO
8+10
8+10
0+10
Pdook
6.7
Wi
fiQ
6+J
7.8
TB
7+8
U9
]r0
G+2
CN2
G+2
C4+2
G•2
U+2
G+2
Gat
Gat
G+2
G+2
U:2
Gat
U+2
R+2
U+2
Ga2
C5+2
C5+2
Cfr2
C5+2
C5+2
Gr2
CS+2
C6+2
41„ HeaNS81
G+2
G+2
W2
Ur2
U+2
Gr2
io
10
10
as. Jamb
8
0
B
B
B
B
e
8
e
8
80
8 9
0+8
8 9
B+8
89
W 10
ea10
9N0
9M0
D•10
8+10
9r10
8+10
a DLO
P41ooF
BR
BN
fi+]
BFl
T+B
7+8
7+0
T+e
AB
J+e
7+
T B
] 0
T B
T9
T+B
erg
8 9
89
HeaNBpl
CN2
U+2
G+2
U•2
0,1r2
G+2
G+2
U+2
6+2
U+2
04+2
G+2
Ur2
G+2
Ur2
C6r2
54•
Jamb -
B
8
8
B
B
B
8
B
is
B
a
0
t0
a
B
6
D
PAook
5+7
8+]
fi+I
e+7
7+8
7re
r+8
T9
79
]aB
T+B
7a8
i+0
T+0
T+0
AB
Not available in these sizes
Head'SM
04+2
U+2
G+2
G+2
CI+2
U+2
U+2
ofi2
Ua2
Gr2
Ua2
G+2
U+2
CA-2Ga2
C4+2
fi0'
OLO
Jemb
8
B
e
8
B
B
B
0
10
6
e
-TO-
e
10
B
0
0
-
Plink
6+>
6N
B+]
6rJ
la0
Tr8
T+B
T+B
A8
]+e
7+6
T+B
7+8
7+0
J+B
DI O WIDTH =
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED 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 3-1/4" SILL,
POSITIVE WATER DP IS 60,0 PSF MAX. WHEN USING THE 4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED} SEE TABLE 2A
3) 4'.3-1/4-AND 2-1a-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.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REOUIREMEBTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
Sill Height to Max. (+) DP
(Water 0lhltmtion Rating)
Sill Rlser Height
(+)Dosyga
(Flat K Box, sea
Pressure, psf
Sheet 17)
Flesh-1-1/Y
see not.3
Law-2412'
.46.67
Medium-3-1/4'
+60.0
OR LENGTH
OR RATIO e 1
Hall -4° +60.0 OR LENGTH
SEENOTESI� OR RATIO=OHHEIGHT
wren s
THE FOLLOWING STILE&ASTRAGALl
Interlock
P-hook
YPhs51-Wllec vamv
Lobknlle @Jamb
rum I+apes,o«a.•_.-•...••-�-•�•.•�^•-••••_..__.._....__..__.___
Straight Astragal
Assembly
- Loclordle@
Straight Asragal
MYAffiagal
Assembly
LocksOie@
90'As[raga1
_
136'As[mgal
Assembly
Lockstlle@
135'Astragal
Heavy-dury5tiles
Heavy-0ury5tile
Heavyd.t Stle
Heavy-duty Stile
Standard Astragal
HeavIrdoty Stile
Heavy-0ury5tile
Outside earner
Heavy-0u[y S01e
Outside
Cancerq'i
Inside--e2�J
Comer
HeaWdury S[Ile
Irnide
Come
Outside
Heavy-0uly5tlle
a�1J
Inside Corner
Comer
PartB61Ik2}
Part A61
Part M51
Part a61 Isfilel
part86](Pstragall
Part N61
Part d6l lSHle)
Part ppoe9(C')mer
PartN119(OBL)
Partk120f..l
Pra#1(Stile)
(Conn. rpFxd Mount)
part"I
sGD]m I NTS 1 7 - 22
NOM. PANEL WIDTH -T
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
PRODUCT REVISED
Ply nB with the Flanda
Building Code
NOA-No. 17-0420.12
Expiration u ald02N�YL020
* N0.56705
'77S70N1A1 L1ENGss`
A. LttN MILLER P.E.
PE.95B705
Design Pressure(DP) and Anchor Quantities Required. (for all approved configurations on Sheets 2 Sill
For coma asba90 enchangs on 9P or 13S comer -as, sae -beet 11
Table apples 10 el G e-- type- are
iM SBIdAslm9a11yp096hoW11
W. P-shire IN DP may bB
Omitad by Table 3A.
Deer Wut
Hu t
1.
98'
]/B' DLO
i
TIB'OLO
T&T1B'/F O
BST/e O
Anchor Type
cnor Type
Anchor Type
Ancbor
A B C D
A+B C D
A B C D
C
A 0 0
D-s19n Pressure
-
- 14111
1r
Heedisie
CAN+O1+1 Ca+1 CAN
C4+1Cart CA+1 G+l
GN C4+1 GN GN
CAN CI+1 U.1 CA+1
2P
DLO
Jamb
10
a e
a
m
e e
B
m
a e B
to 6
a
e
P ok
7+8 1
T+B 1 T+8 I
N0
]+B
T+a T+8
]+e
]+B
]+B NB 7+8
1+8 7+8
7+8
7+8
Design Pressua
+W..0/459.5
+90.0/-1w..3
+9a0/-13&2
+90.0/420
1.
Heedlslll
C5+2 C3+2 C5+2
C5+2
Cfi+2 CB+2 C5+2
C5+2
C&+2 C0+2 C5+1 CS+1
cant 1m+1 C5+1 C5+1
9P
DLO
Jamb
14
12 0
8
14
12 1 8 1
8
14 1
12 1
9 1
8
14
12 8
8
P-Iwok
9+10
9.10 9+10
9+10
9+10
BN0 8+10
B+10
9+10
9+f0
9+10
9+10
B+10
B+10 8+10
9+10
Design Presswe
+9a0/-139.4
+90.0/43a9
-90.01-120
+ga0/-1f0.8
Hendisili
CE2
C8+2 CS+T C5+2
CB+2
C8+2 C5+T C5+2
Cfi+2
C6+2 C5+2 C5+2
00+2
C6+2
C5+2
C5+2
DLO
Jamb
t4
12 8 0
14
12 B 8
td
12 8 B
14
12
e
B
ME
B+tO
9N0 a 9+10
8+10
9+10 B+1D 8+10
8+10
BNO 8+10 8+10
BHO
8+ie
8+10
8+10
Ceslgn Pnessum
+00.0/425.5
+9a0/4176
+90.0/-107.3
+90.0/-9&7
35'
Head/SA
C8+2 L 2 CS+2 C5+2
C8+2 C8+2 C5+2 C5+2
C8+2 C6+2 OS+2 C5+2
08+2 C8+2 C5+2 C5+2
s.
4S
DLO
Jamb
14
12 8 8
14
12
8
B
14
12
8
8
14
12 e
B
g
P4v»k
8+10
B+10 9T" 9+10
9+f0
9+10
9N0
0+10
9+10
8+10
8+10
9+111
0+10
0+10 9+10
9-ID
Design Pressure
+9001-115.7
.0.01408
+90.0/3&2
+0.0/.90
41'
Heawsill
08+3 C6+3 C5+3 C5+3
C8+3 C6+3 C5+2 C5+2
C8+2 C6+2 C5+2 C ,,2
4P
DLO
Jamb
14
12
B
B
14
12
B
B
14
12
8 B
14
12
8
B
P4 k
9+10
9+10
'a
8+"
9+ta
9H0
9+10
9+10
9+10
W10
9+10 8+10
9+10
9+10
9+10
9+10
Design Pressure
+83/-83
+1T.3/-TT.2
+69.a/6&B
+62.6/-62.6
4r
Head/Bill
C4+3
a I-3 CA+2
C4+2
G+2
C4+2
CA+2
G+2
G+T
Ca+2
G+2
C4+2
C4+2
C4+2
Ct+2
CC+2
�-
DLO
Jamb
10
B e
8
1D
a
a
8
10
a
8
e
10
a
8
8
P4xuk
NB
N8 )+B
T+s
1+8
T+s
7.
1+8
T+B
]+B
)+B
HB
7+8
7+8
7+8
T+e
Da epra re
+79.2/-79.2
+1131-73.3
+66/dB
+Iei
53-
meadesill
C1+5 Cb3 U+3 C +
t9+3
C9+3
C4+3
W+3
C4+2
CI+2
G*2
G+2
U 2
C I-2
"+2
C +2
60'
DLO
I Jemb
10 0 8 8
10
8
8
8
10
8
a
8
10
e
8
a
P+D-k
]+e NB ]+e 7+0
T+B
7+8
7+8
7+8
TB
T+e
7+8
7-8
7+8
)+8
T+e
7+8
FOR EXAMPLE
ON USING TABLE.
SEE SHEET 7.
DLO WIDTH= NOM. PANEL WIDTH -T
DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
TARI F 3A
Sill Helghtto Max. (+) DP
(Water Infiltration Rating)
Sill Meer Height
(+)Design
(Flat w Box, sae
s
P ressure, pf
Sheet 1T)
Flush -l-1/2'
sea note3
low-2-1/0
+46.6T
Medlum-3-V4-
-San
High -Y
+90.0
SEE NOTES iJ
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
USING THE J'IM SILL, POSITIVE WATER DP IS 608 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 1-112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT
DIAGRAM); THIS CONDITION IS NOT RATED FCR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
—1r e1 -. M C/rD o/.GT rrl<.ICsIC111Je GNrl CMGFTC 1. R 10 Fl1R ACCFNIRI V n1 All R
Interlock
P-hook
t0ckstile L0lamb
Straight Astragal
Atsembty
Light le@
5[rzight Astragal
90'Arebty
Assembly
IOdatile@
9D'Astragal
33 sa..blgal
Asemby
Llxkstlle@
135'Astagal
Heavy-duty Stiles
Heavy -duly Stile
HeavyAuryStile
HeaWduty5tile
Heavy-0uty Stile
Heaw fuNStile
Heavydury Stile
Heavy-duty 5tile
Heavydury Stile
Heavy-duty Astragal
Outside
Outside
Corner
Insitla
Corner
py]
q ,�,f
lid
Corner
do
Inside Come, I I
Cemef
con
Part#61 (x2)
Part#61
Part 961
P811#61(Strei
Part#68 (Astragal)
Part 961
(
Pan part# 18
(in.)
Part g120(Unner Pan#1(n.)
rt 961 1
Parts#31 
Part#61
Receiver)
(Com.&Fxd Mount)
N VE%IfF. i194216
(a11)MPIp)
CFNI.6AUnl4'Nb♦l
8 •8 22 1PGM128
IROODCf SElrm®
V [MI)htW wa61Y Pkdli
bw:llap C<M
Au.lxaec<Ne 17-a47?e.o�
FaP'au.W 1h1< 4�'<1 ic70
* .: N. was
SEE
NO FRAME "8+9" P-HOOK ANCHORAGE COt
JAMB (8)P-HOOK ANCHORS,
SPLICE
REQUIRED@ (PERPENDICULAR TO GLASS
NOTE
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
THIS
POCKETS AND
SHEET
SEE POCKET (9) P-HOOK
JAMB MOUNTING
INSTALLATION, ADAPTERT
THIS SHEET ANCHORS MIDWAY
BSHEETI4 BETWEENP-HOOK
ANCHORS & AT 3'
SEE'C5"CLUSTER MAX.UNITWIDTH — SEE'C5'CLUSTER DETAILS,
)ETAILS. SHEET 10 FOR REQUIRES'C6' SHEET 10 FOR INTERLOCK
INTERLOCK 42"NOM CLUSTER.SEE
PANEL WI1D6TH � /
DETAILS, SHEET 11 /
/ / " x
RWSL
SEE'C5' CLUSTER
FORASTRAGAL
LX O.C.
FROMTOP& 14-I 'aIJDANCHORS lb-
MAX.
BOTTOM 0. I 21•
K.. O.C.MAX. TO OPENING C®=P-HOOK HEIGHT
EDGE OF POCKET SEE �$g
U I
O
ANCHORS
INSTALLATION ion i®i
o'
Z
®
DETAILS'Jc'8'Kc', im
I®
I
oI
mo=P-HOOK
END PANEL SHEET 14&PART
'J'&IC, i� )
A
MOUNTING
24"M1AX.
ANCHORAGE DETAILS 13-MAx.
1—:�_
ADAPTER
(2 ANCHORS) SHEET 19 FOR j$
ANCHORS
O.C.
P-HOOK
"+2-
xx
ANCHORS ENO PANEL
ANCHORAGE
x
x' "xx• x
x x x
xx
.xx 6'Mh%.
•"2 x -
ANCHORAGE
(SEE SKETCH BELOW)
-x xxxx
Y
MAX.
O.C.
+
CENTERLNE a- MAX' TYP. -12- -�� ""Y ANCHORAGE I
ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL 1 2.04'
EXAMPLE: 5-PANEL.2 TRACK 90° OUTSIDE CORNER - DXXIXXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
42' K 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7)
6'
ANCHORAGE EXAMPLE NOTES'
42-
NOM.
PANEL
WIDTH
L
EXTERIOR
1 ) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1S, SHEETS 6-B:
CENTERLINE OF
INTERLOCK
HEAD & SILL: 8" MAX FROM FRAME CORNERS. USE
SEE'CS'CLUSTER
SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
DETAILS,
DETAILS,SHEETR
SHEETS 6S AT EACH INTERLOCK AND STRAIGHT
ERLOCK
FORINSPECIFIED
AND CORNER ASTRAGAL LOCATION, PLUS
QUANTITY OF ADDITIONAL INTERMEDIATE
-+2-ANCHORAGE
ANCHORS PER PANEL, ADDITIONAL ANCHORS 24"
0 C MAXIMUM
EXTERIOR
21'
MAX
4 PAIRS OF
ANCHORS
(TOTALS
ANCHORS)
PER JAMB
(SEE JAMB
DETAIL
BELOW)
ENO PANEL
ANCHORAGE (SEE
SKETCH BELONG
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
O.C. IW0aMfiEvffiW
N.w�.ew
5.84" A.nyl•.nn•1'7-mo�.n5
... MwY."'....
.. 6 MAX
l Ra4P C
TERLINE JAMBS & P-HOOKS: 6" MAX FROM BOTTOM, 21" MAX ANCHOR PAIR O.C. (JAMBS), 14- MAX ANCHOR } -TRACK
2-TR
'ANEL2 D.C.(P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE I pp-TR JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
"+2- ANCHORAGE
REQUIRES SEE'C5" CLUSTER END PANEL
"C6' CLUSTER, SEE I —CENTERLINE DETAILS, SHEET 10 Ham-- CENTERLINE ANCHORAGE
DETAILS, SHEET 11 I OF
INTERLOCK FORASTRAGAL ASTRAGAL (2'4NCHORS) g^
4.05T —I 3.5" I— MAX. 111pi nlllq
• • 1 * :: No. 68705
LI CENTERLINE E' FEISE
OFANEL3+2ANCHORAGE OF PANEL 4+2ANCHORAGE ~OPANLI •-7
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
cm WAurNl
sGoero I NTS 1 9 + 22 1 PGT0128
/ ASTRAGAL OR L�SPLICE LOCATION
INTERLOCK— IF NEEDED
CENTERLINE I
3.5°
1.75'
4"
2.04'
I
EXTERIOR 3'S"
FF77 7'
V 2-7RACK FRAME HEAD/SILL
ARE REQUIRED, °C4°)
ASTRAGAL OR I (FOR SPLICE
INTERLOCK --I CONDITION, USE
CENTERLINE 'C(I' CLUSTER DETAIL)
7' 7'
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--I•`IF NEEDED
y 2.04'
EMTdERM 4° DIAG. 7" EXTERIOR
v 2-TRACK FRAME HEAD01I V
(W ASTRAGAL OR INTERLOCK
INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5')
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK+ -IF NEEDED INTERLOCK+ -I CONDITION, USE
CENTERLINE 1 CENTERLINE I °C6' CLUSTER DETAIL)
3.5" 3
4.5"
4.08" 4.08•
7.EXTE'MOR 4°DIAG. EX
v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL
CTD ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED. -CS-)
ASTRAGAL OR {.SPLICE LOCATION
INTERLOCK --I IF NEEDED
CENTERLINE 1
�— 3..5'5"
ASTRAGALOR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE I'CW CLUSTER DETAIL)
—� 3.5' 1---
21 S
2.04-
4° D AG.
EXTTET'TIRIOR EMTET''RIIOR
�J 4-TRACK FRAME HEADISILL �J
A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
2-TRACK FRAME HEAD/SILL
,AASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C6°)
6' DIAG.
2.04_
2.04'
iiii
21°
i
EMEMOR
MAX.
O.C.
21"
5.64" MAX
O.C.
6'MAX
I
�2-TRACK L
FRAME JAMB 6' MAX
ANCHOR PAIR _
ASTRAGAL OR SPLICE LOCATION
6° DIAG. FRAME JAMB
INTERLOCK-1 IF NEEDED
ANCHOR PAIR
CENTERLINE 3.5' 2.04•
�
7'
ANCHORS MAY BE INSTALLED
21'
EITHER IN THE EXT. OR INT.
MAX.
4';t2.04'
TRACK(INT. SHOWN)
O.C.
I
NOTES:
5,54• 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
Eaioa 3,5•
rl 3.M
ALLOWED.
6'MAX.
J 3-TRACK FRAME HEAD/SILL
2. FOR HEAD OR SILL SPLICE
(al ASTRAGAL OR INTERLOCK
LOCATIONS/ANCHORAGE AT
(USE WHERE 6 CLUSTER �TRACKFRAMEJAMB
P-HOOK SEE SHEET 9.
PAIR
ANCHORS ARE REQUIRED,'C6°) ANCHOR
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
rFr T pI IMP USE THIS DETAIL)
4° DIAG. 2.01
5.37°DIAG.
4.08'
7• EM�E (RIOR
4-TRACK FRAME HEAD/SILL
Cal ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5-)
I JR I ONDY17 1 C I NO "NOES THIS SHEET. I
IGVEIQaE7Gwm
(Wf)4mlw
C ..OFAN M296
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
' F NEEDED
3.5' 1�
3.5'
4-TRACK FRAME HEADISILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -C6-)
WITH & WITHOUT SPLICE CONDITION
S61X670 I NTS 1 10 • 22 1 PGTOl28
PROOucravam
Ampl�me N� 1ib42w.p'�
c.puw. ml�,yV
4iwnr ua--"beueR.ce�w�`
* No. 58705
P.E.
2.04" 2.04" NOTES:
INrealoa 2.04' INTERIOR 2.04' 1, ALL DIMENSIONS SHOWN
INTERIOR INTERIOR 7" ARE BASED ON MINIMUM
4' DIAG. 4' DIAG. 8.g4' ALLOWED.
6.12' 6.17 3.5' 3.5' 2. DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7' 41WERO INTERIORQUANTITY AND SPACING,
90° 3. ' 90° 3. 1 " EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR FOR EXTERIOR OR INTERIOR
aloR 4-DIAG. 4-DIAG.CORNER CONFIGURATIONS.
"+1'ANCHOR
3.5" q• 3.5" 43.5' 3 8.2.04' EXTERIOR 2.04' 7"2.0OR 4' 2.04" 7
EXlER10R 8.94'
90' CORNER 90° CORNER 135' CORNER 135' CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OF PANEL
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER .+2^ANCHOR
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,-C6") ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED, 'C6')
4.OB"
INTERIOR
NTEROR INTERIOR 204'
4.08' •+1°ANCHOR
4' DIAG.
INTERIOR 4' 3.5 INTERIOR 7'41" 3'5- CENTERLINE
90. 7• 135° T`OFPANEL
EXTERIOR
JA .3 35. - .+3'ANCHOR
4.08" 4.08' 7•
5.37` AG. 5.37' G.
CENTERLINE 2.W74-
3,g^ 4" 3.5. 4 QFPANEi EXTERIOR EXTERIOR 7° 4' INTERIOR ON "+2°ANCHODAG.
T EXTERIOR ALL CENTERLIN
90' CORNER 135' CORNER r7 VIEWS 2.TRACK FRAME HEAD/SILL
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V INTERMEDIATE ANCHOR LAYOUT
("CB" ANCHOR CLUSTER REQUIRED ('C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. RlpOUCTRlVi81+D
u �pNHrinme lloME
INTERIOR 6.1T *4�
2.D4°
2.04' as- !Won°I�-D `�3.6
4. EMRIOR�CENTERL/NE LINOF PANELINTERIOR g0 3.5'.+3'ANCHOR
q• 7'.04-
AG.4.08'6.12' 4'D G. B.ERIOR 2.04' 7"3y q" 4'DI3.5- IEXTERIOR 2 0A" CENTERLINE �.�`t�T.9..........
90' CORNER 13V CORNER I OFPANEi
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL '.P :_
= * :
("CB'ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL No. 58705 INTERMEDIATE ANCHOR LAYOUT = *=
AT ALL 4-TRACK CORNERS) AT ALL 44RACK CORNERS) (3-TRACK SIMILAR) %AO./�(�• �`
10mTECNRJLOGYDRIVE,
N rEwcen� s ANCHORAGE EXAMPLE CLUSTERS
1.+..,. cmr. pEADTnsv7w SERIES 670 ALUM. SGD-NON-IMPACT T'L
JR p4AVl7 C NO CHANGES THIS SHEET. GY �rlaeh m py�s yE. e.e n.paw �+ A. LYNN NILLEa P.E.
JR 0212pM4 uW`i wo`�m�reu.vm°iC SDDam AITS 1 11 1 22 PG70128 C v.Ea5B705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET I
EDGE DISTANCE:
MIN. OF 3THREADS BEYOND
EDGE DISTANCE
SEE TABLE A, SHEET i
EDGE DISTA4CE
THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE
2-1/16"`
2-1116"`
2-
NOTES:
EXTERIOR
1/4'
1M.
1/4' 1. ALL DIMENSIONS
MAX.
SHIM
EXTERIOR
r MAX.
SNIM EXTERIOR
MAX. SHOWN ARE BASED
ON MIN. ALLOWED.
EMBEDMENT:
'j
T
(�
`r r
1
T a
SHIM
-f 2. METAL OR WOOD
SEETABLEA
J
1 SUBSTRATES MAYBE
USED FOR ALL FRAME
SHEET 1
TYP.,SEEANCHOR
NOTE 3, SHEET 1
e2-TRA
WOO
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
SEE ANCHOR &g4/
NOTE 5, SHEET ��I J�`
7 (7/4' MAXJ� r¢
WDDANCHORTYP., 2X WOOD WOOD ANCHOR TYP., METAL TVP., SEE SMSANCHOR TYP., TYPES PER TAB LE A,
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A &ANCHOR SEE ANCHOR NOTES SHEET 1.
&TABLE A, SHEET NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET &TABLE A, SHEET
CK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ' DIAGONAL O.C. IS
D INSTALLATION B®w WOOD INSTALLATION METAL INSTALLATION MIN 4" (HEAD & SILL)
OR 6- (JAMB) SEE
2X WOOD WOOD ANCHOR TYP., 2XWOOD SMS ANCHOR TYR. METAL TYE., SEE DETAILS, SHEETS 10 & 11.
7 TYP., SEE ANCHOR SEE ANCHOR NOTES TYR, SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR
NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1
EXTERIOR I
a 2-1116".
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
2-TRACK FRAME SILL
om WOOD INSTALLATION
ANCHOR
ANCHOR MIN. OF 3THREADS BEYOND
NOTE 5,
NOTE S,
THE METAL SUBSTRATE
SHEET I
SHEETI
{7/4° MAX.)
(t!4" MAX.)"
-
EXTERIOR
EXTERIOR IT}
EMBEDMENT: SEE
a
a2-I/16°°
TABLE A. SHEET 1
_
2-1/i6"
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A. SHEET 1
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLEA SHEET 7
3-TRACK FRAME SILL
4-TRACK FRAME SILL
Ew WOOD INSTALLATION
F®w METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
METAL TYP., SEE `
TABLE A,
EDGE DISTANCE:
TABLE-
2X WOOD
EDGE DISTANCE:
2X WOODI
SEE TABLEA,
4, SHEETI
TYP., SEEANCHOR
SEE TABLE A,
TYP SEE ANCHORSHEETINOTE
3, SHEET 1
SHEET 1NOTE
3, SHEET 1SMS
ANCHOR TYP„21l16'•SEE
ANCHOR TYP.,
2-1116"'
ANCHOR NOTEBWOOD
&TABLE A, SHEETI
SEE ANCHOR NOTES
WOODANCHOR TIP.,&TABLEA
SHEETI -
SEE ANCHOR NOTES&
TABLE A, SHEET 7EXTERIOR
EXTERIOR
114` MAX. SHIM F�
E-XTERwR
MAX. SHI
V
4"1/4'
1/4" MAX. SHIM
WOOD NSSTALLATION.
@ WOOD
(INSTALLATION
(5 ME'
I JR 1 02 7 1 C I NOCHANGESTHISSHEET I
CERT. OFANNI./
SGOBTO I ATS 1 12 d 22
I
EDGE DISTANCE:
SEE TABLEA,
SHEET 7
MIWUCf Hf4�
b�fv �.Ia oefMY
A...gw.:,.�2�yTA 9
EyOnb. Rre�Tslo
2-1116"'
MIN. OF 3
THREADS
��•Q
BEYOND THE
METAL•
SUBSTRATE
: *:
JAMB
%0.�
LTION
IMPACT
A
PGTDITB
C
mz
W 30765
/rNSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET,
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE*SEE
TABLE A, CRETE
SEE TABLE A, SHEET I CONCRETE
SEE TABLE A SHEET
SHOWN ARE BASED
PERTABLEPE
TABLE
2-1/16" PERTABLE
2-1A6"
ON MIN. ALLOWED.
A, SHEEP 1e"
A. S EET I
A, SHEET 1
O.C. IS
EXTERIOf
•1
cI .
MAX.•DIAGONAL
- -±�� MA
MIN 4- (HEAD & SILL)
t
SHIM
OR 6- (JAMB) SEE
EMBEDMENT:1/4'
woa
1/4 EziEalOa
�(
DETAILS, SHEETS
SEE. TABLE AMAX.
MAX /..,
I
10 & 11'
SHEET 1SHIM
SHIM fir'
PROPERLYTE
ANCHOR TYP.,
PROPERLY SE CURED IX CONCRETE ANCHOR TYP.,
PROPERLY SECURED iX CONCRETE ANCHORTYP.,
WOOD BU.,HOR
NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES B
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1
NCHOR NOTE 3, SHEET 1 TABLE A SHEET 1
ANCHOR NOTE 3, SHEET, TABLE A SHEET 1
Ac CTONNCCRETEEIHEAD
INSTALLATION \
0 CON RETE INSTALLACK FRAMEDTION
6 CONCRETE IIME STALLATION
CONCRETE ANCHOR TYP., PROPERLY SECUREDCONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEEANCHORNOTES& WOOD BUCK TYP.. SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE
TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET, 7 ANCHOR NOTE 3, SHEET ,
SEEANCHOR
NOTE(114SHMAX)�
EXTERIOR T 1
t SEEANCHOR
NOTE S,
SHEET 1
(1/4' MAX) I-T
i EXTENORTI.
EDGE DISTANCE: CONGlitlt EDGE DISTANCE: Wrvcnt It
SEE TABLE A. SHEET? PERTABLE SEE TABLE A,SHEET, PERTABLE
EMBEDMENT: SEE TABLE A SHEET 1 A SHEET 1 A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
6 2-TRACK FRAME SILL 3-TRACK FRAME SILL
. CONCRETE INSTALLATION a CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE.',, SHEET 1
EMBEDMENT: SEE C NC./CMUANCHOR
TABLE A SHEET 1 ~{ .,SEEANCHOR
PROPERLY SECURED EDGE DISTANCE: NOTES B TABLE A.
iX WOOD BUCK TYR. SEE TABLE A, SHEETI
TEE ANCHOR NOTE 3, SHEET 1
SHEET 1
NC.fCMU ANCHOR `' 2-1116— PROPERLY SECURED
P., SEE ANCHOR 1X WOOD BUCK TYP.,—
OTES 8 TABLE A SEE ANCHOR NOTE 3,
SHEETI CONCRETE SHEETI
ERIOR ORCMU EXTEROR
1/4°MAX SHIM �I� PERT E TT�1I
A. SH 1 V I/4' MAX. SHIM
SEE TABLE A
SHEET 1
2-1/16"
CONCRETE
OR CMU
PERTABLE
A, SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A SHEET 1
PROPERLY SECURED B
1X WOOD BUCK TYP.,_
SEEANCHORNOTE3,
SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A
SHEET 1
EXTTEIRIOR
v
1/4' MAX. SHIM
CONCRETE
PER TABLE
A,SHEETI
�--ry—� IaOGucrREv
bWln�0.4.
EDGE DISTANCE: A� �"��1_I.ZoYZg•orj
SEE TABLE A.
SHEET 1.�\
1 u4P mGM
2-1/16'•
CONCRETE
OR CMU
PERTABLE
A SHEET 1
ffi
* Na. 56705
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INSTALLATION DETAILS
FRAMEJAMB
REQUIREDATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET P4i00K MOUNTING ADAPTER WATER
ANCHOR TYP., INFILTRATION
0 &WOOD SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET I
SEETABLEA, (ALSO SEE TYP.
SHEETI I ILLUSTRATION, SHEET 9)
L TABLE A, SHEET
EMBEDMENT:
SEE TABLE A.
28
E%T�ETRIOR
SHEET 1
PHOOK WOOD ANCHOR TYP.,
P-HOOK
SEE ANCHOR NOTES V
& TABLE A, SHEET 1
CONCRETE OR
(ALSO SEE TYP. MIN.
CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE EDGE DISTANCE
A, SHEET I
®P-HOOK FOR USE WITH FLAT SILL RISERS
M' PARTS#18,#20.#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METALTYP.,
SEEANCHOR
EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR
NOTE 4, SHEET 1;
MIN OF 3 THREADS
TABLE A SHEET 1 ADAPTER SMS CMU PER TABLE,
ANCHOR TYP., SEE
-
A. SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28 STABLE A, SHEET EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION, SEE TABLE A,
EMBEDMENT:
SHEET 9) SHEET 1
SEE TABLE A,
0 EDISTANCE: SEE
SHEET 1
ABLE A SHEET 1
P-HCOK SMS ANCHOR TYP., E RIOR
SEE ANCHOR NOTES J n
& TABLE A SHEET I [7
(ALSO SEE TYP. 2.693' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS 019. #21, #23 OR#25,
METAL INSTALLATION EXTERIOR
(SEE TABLES IA 2A&3A MOUNT
FOR WATER RATINGS) ONLY
rmr. oFnurR.setae
EDGE
DISTANCE
CONC./CMU
ANCHOR TYP., SEE
2e
ANCHOR NOTES &
TABLE A. SHEET 1
`
1-1/4' MIN. EDGE DISTANCE
p• .. !
E ERIOR
T�
.
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYR, SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A. SHEET
TABLE A, SHEETI
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18, #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA. 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE ADAPTER CONCJCMU
TABLE A. SHEETI -�� ANCHOR TYP., SEE
.�1 ANCHOR NOTES & TABLE
H, I l
� (ALSSOOSSEE TVP.
ILLUSTRATION, SHEET 9)
1-1/4' MIN. EDGE DISTANCE
NOTES:
T ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS fib FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
1M ODDCT REY6
�t�4nPllClq.NM �k TMi4
Aaylun No 1 -o ze-e f
�Tltler�CSRN
P-HOOK CONCJCMU /
E%TEgIOR
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Il
ANCHOR NOTES & TABLE
V
A. SHEETI
2.693' MIN.
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
'Kc PARTS #19. #21 #23 OR 1/26.
EXTERIOR
. pNY LYNp� '..
CONCRETE INSTALLATION
MOUNT
��'C�`: �((�
-,
(SEE TABLES IA 2A&3A
FOR WATER RATINGS)
ONLY
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CONFIG. EXAMPLES
MAX. UNIT
WIDTH
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HEADER A
DLO
TYP. PER TABLES 1.3
INTERIOR
SHEET 18; INSTAALLLLATTIONION
WIDTH
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EXTERIOR
SHEETS 12813
90°
PANEL
PANEL
PANEL
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TYPE
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TYPE
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WANCHORAGE
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!
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'M%SHEETI9
WIDTHTYDLO
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SEE
PERHEIGHT
TABLES
E
RiOR INTERIOR
NOTE2
TABLES I
iJ
/�,
X
JAMB DETAIL'G3, SHEET
18; INSTALLATION DETAILS
'Gw 8'Gc', SHEETS 72 813
SILL DETAIL'D', SHEET 18;
90,
INSTALLATION DETAILS
EXAMPLE:
90°
INSIDE
CORNER,
4 PANELS
- XX/XX
-
'DW 8'Dc', SHEETS 12 813
#10 X 1-112'
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
SILICONE
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OP/ANCHOR TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 819 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 8 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL 8 INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
caa. a'amtnv2w
DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIGHT- 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866'
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`�'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
'- ,INSTALLATION DETAILS'GW 8 Gc', SHEETS 72 & 73
W, ER I-W, SHEET
MAX
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DETA LS'LL7' 8 8�INSTADER LLATION DETAIETAIL
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11
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SEE FRAME &
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EXAMPLE: OXXX
CONSTRUCTION
DETAILS SHEET 15
(2-TRACK)
ASTRAGAL DETAILS'L7' &
L2, SHEET 19�_
'.y
PANEL
PANEL
A
TYPE
TYPE
t.
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'QS'
T
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t
TY, SHEET
MAX
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ES
18;
WIDTH TYP.
INSTALL
OLD
DETAILS
HEIGHT
TABLES 1-3
'DW 8'Dd,
SHEETS 12
x
x
Y
&13
X
PANEL
TYPE
K. MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 1 T
HEET 15
I
MAX. UNIT WIDTH
3 EXAMPLE:90°OUTSIDE CORNER -XXlXX(2-TRACK)
JAMB DETAIL'11'. SHEET 10;
'M', SHEET 19 INSTALLATION DETAILS'IW &
INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS I2&13�
t DETAIL ( ,
JAMB DETAI I-12%SHEET P-HOOK DETAIL 'J' &'K', SHEET / 'B', SHEET 78; '
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION �7 JAMB LS'W Vic',
SHEETS 1 INSTALLATION
13
'HW 8'Hc', SHEETS 12 & 13' 'Jd.'KW &Xd, SHEET 14 OETHEET 1 & 13 DETAILS'hv' 8'IM SHEETS 12 & H
SHEETS 12 & 73
MAX
MAX
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'DW &'Oe, SHEETS 12 & 7
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s�s
J
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o n
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a
x
L
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EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;'
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'EW 8'Ec', SHEETS 12 & 13
THISSHEET.
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OTE 2,
OLD
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1-
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HEIGHT
b
x
x
Q
4j
EXAMPLE:XXXO
(4-TRACK BY-PASS)
'M', SHEET 19
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CORNERANCHORAGE
SHEETII
INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PERTABLES
1-3
UNIT WIDTH
HEADER DETAIL'C'. SHEET
16, INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
SILL DETAIL'F, SHEET 18;
INSTALLATION DETAILS
-F.- &'Fd. SHEETS 12 & 13
16 a 22
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SIZES 8 DESIGN PRESSURE.
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/V
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INTEwOR
L� RIGHT
Lu
W/wwDLE
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
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PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
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T U
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�
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3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES
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-
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EXTERIOR(#T 19)OR INTERIOR (#120)CORNER
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APPLICABLE
STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
-
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21 23 MEDIUM, 3-1/4' 25 HIGH, _ * NO, `,.MB
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'NOT VALID
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ASSEMBLY DETAILS
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14 103 OF JAMB V
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60 OR 61 6o OR 61 2-TRACK JAMB
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2-TRACK JAMB (SHOWN
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NOTES:
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2) ITEMS # 33-39. 56i 59, 66, 81. 84-99,
121 & 122 ARE NOT USED AND ARE
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3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 311 WMASONRY
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81J30.9
2-RAAIXI4NB
15
17302
61T302
2-TRACK 14M0 WITH SCREEN MIL
16
1T30B
fi1]JOB
}TMIXI4MB
17
11311
617311
41RAIXY94B
18
1]322
61)322
581 FUSER- FLAT, FLVSR I.IY4'
1B
17910
81 TJi9
581 R6ER-BOX FLUSH, 1-1R
20
1T321
817321
SBL RISER -FLAT, LOW, 2-11Z`
21
17318
817318
SILL WSER-eOX LOW, 3-112'
22
1T355
817355
SLL ROGER. FLAT, MEDIUM, 11/f
23
8354
61]954
SILL mSER-BOX MEDIUM, }1/4•
24
1T323
817323
SILL WSER-FIAT, MGR 4'
25
1J320
et>J20
SLLmSER-BOX HGH 4'
28
17313
fii]33J
POCKETP-HOOK
2T
]eT0
67070
NEOPRENE BULB WSTP FOR P4100K
28
1i330
81]334
POCKETRNOOK MOUNT
29
1]395
617335
P4100K COVER
JD
1T31B
81]39B
POCKET P-NOOK FORBOXRISER
31
17978
817376
195 GARNER
32
17378
617WB
136 FIYEO MOUM '
ITEMS 9D6JAPE
BLREEN PARI6:
40
4918
812254
SCREEN SIDE qAL-LOIX511LE
11
iLOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
13
8152
6B152
SCREEN INIE0.LOLNADAPTER
K
4420
E1426
SCREENOWBLE WIERLOIX
IS
4317
612256
SCREEN TOP RAIL
b
0318
812251
SCREEN BD110M RNL
IT
66B
]SRAZ
STANMPD ROLLER
IB
668
TSRAX
STANDARD ROLLER - ST.SR.
IB
43N
6/3H
SRLEENASTIUGAL
SD
17349
617349
010SCREEN A5IRAWLADAPIER
51
1692
61892
SQLEEN SPLINE -.165'
52
169/
81883
SCREEN SPLNE-.IW'
53
B1B16C211
SL(>EEN CLOTH
5/
R25
11Y X4'X111B'SET. BLOCK, NEOPRENE 85 Hb
55
1726
1' %/' X fllfi' SET. BLOCK, NEOPRENE BS NS
Item
#
PDT
ow .#
pGT#
Description
Be
17J25
61TJ25
PANEL BALE
M
iT32B
Bt]J2B
PANEL SIRE (HEAVY OUIY)
82
iT3TT
Bt]J9
NTERLOCKAD4PTOR
09
122A
B1P24a
VNYLBULB WSIP.-1HIN (INSIDE W1EP10IX)
fi4
It29
J1T29
SILL END WEAn1ER51RIP PAD
85
11]2B
89320
NTERLOCK SCREW COYER
97
11928
B1T32B
ASTRAGAL
E8
11J39
61TJ39
iffAW DUtt ASTRAGAL
BB
1]]34
81)924
TOPBBOTTOM RAIL
IO
1J360
41TJ50
WEATIERSTRW EXTENSION (WJECPON MOLDED)
]1
/695
T1fi95
1-tR'%i'%3�P HIGH FIN SEAL MST PLUGS
1?
0163
T0153X
TANDEM ST. BTL ROLLERASSY.
T3
0153
TB153N
TANDEM NYLON BOLTER ASSY.
T/
SILICONE
WW4g9, DOW4)960R GE-TTDO
]5
BIOS
T81B51(
GEMWI MOR11LE 9YLY DUAL LOCK WRONG TR0.I PLATE
i8
T1092AYFPFX
R1032 Xt'FL SS SCREW WI IYPE'F'TIP
T1
TI03239
10�2 S1EEL9NC U4JUT
TB
1i35B
81]J50
311881/4•BEAO
R
1TJSi
61136)
t• IG BEAD
�
1J359
Bti358
T/1fi'BEAD/FDEO PANEL CUP
82
122!
mP2diK
wNYL BLAe WEATI�RSTRP
BJ
61]46
11I6
LOWE INC, tl2' %1/1fi' SGL SIDE ADR TAPE, POLYETH.
1W
8052
48052
ROLIERA04 HOLE PLUG
101
T20BT
JAMS BUMPER
102
1888
T1aB8
IX19TPLUG
103
B1B6
T8188X
I- KEEPER
1D1
85l
TSDKEEP
SCREEN LOIXKEEPER
103
IIJ40
81i944
FIXED PANEL CLIP - fi'LONG
108
1T352
8f]352
FUSED PANEL RETANER-BH 6• -
107
11J9
T1]39
MFIDI.EKR- INIERIDR RN3ED WDH TIUMB Nm{U3ED WRHigS
100
1]40
]i]b
MFIDLE KR-MISEO EXIERK)R HANDLE, USED WITH B)5
109
1731
]81825N
HANDIEKR-RECESSED IM. YrInI TAUMB NRM, USED WfM 8i8
1tfl
11u
J81T8
MNOLE KR-RECESSED E%IERK)R PD.L USED WIMN6
111
J10I34PPSDAX
R10 X314'PR PN. TEK -S.S.
1t3
1295
B]S18
W51P..DO %.1T0-FlN SEAL
H3
1112
84pB8
.10T XR30'FINSEAL
114
)10X115PP%
810X1-12'
HS
)fOWPT
810X1'
Hfi
JTD%1%
814.20 X1' S.b.
tiT
]ZU%112X
A142J%1-1123.8.
118
1TJ98
81T330
80 DEGREE CORNER REfENER
it9
1T]JT
BiJ33]
800EGREE OUTSDE CORNE0.A91MOAL
120
1TJ30
B11T338
BO DEGREE INSIDE CORNER ASTRAGAL
I2J
1T]52
8t]3fi2
F04=0 PANEL RETAINER, i/B'
5.069" 8.562°
0.08W
Frrr-n-1
7.211- 1.505"
0.081' O2-TRACK HEAD -L 10 4-TRACKSILL
(6063-T6 AL) (6063-T6 AL)
6.798'
1.2 1'
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6AL)
6.528'
0.080"
1.505'
O3-TRACK SILL
(6063-T6 AL)
7.105" 6.221'
0.080'
1.211" 1.50Y
to.081,O XTRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-76 AL)
9.142"
4.49'
0.080'
uL-
1.211" t.505°
0.081" JT.TT
ACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1.514'
260'
0.060"
O6 FRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062"
0.532'
F1.516"
FRAME SILL SCREEN
12 ADDAN
(6053-T6AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @ 24° MAX. O.C.
0.060'
0.780"
1.sso'
FRAME SILL SCREEN
10 END ADD-0N
(W63-T6AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @ 24• MAX O.C.
CEAf.CPANIH. WAL
2-TRACKJAMBWI
15 SCREENTRACK
(6063-T6 AL)
5•
is 3-TRACKJAMS
(6063-T6 AL)
3E0.062"
1.019'
0.081'
SCREEN I
STILE
(6063 T6 AL)
5.069"
1.045"
1.993
0.062"
T
1I 2-TRACK JAMB
i SCRREEEEN
TOP RAIL
(6063-TB AL)
(6063-T6 AL)
9 4-TRACKJAMB
(6063-T6AL)
�3---1I 0.875'
1.993'
L o.ofiz•
SCREEN
°6 BOTTOM RAIL
(6063-T6AL)
ft CCobld•,W Ms llrt
AmP?.n�,n, 1i-44To-o5
e,w�bo.rc�D-e
4
M•u'lyr ypry(yr�
Na. SBT05
•" "^" - "--""' ""' LM9�l/lom4 A, LYNN NICCER, P.E.
ARS 21 sT2 PGTO1
28 C PEIs
roavu .'u°�asmam„�m
0.718' 0.83'
r 3 I 2.304' 3.802" �-(�
3.802" 0.752' -
0.752' 0.885'
0.574' 0.796' 1.183
0.062' 0 080° 0.062'
0.264' 0.075' 0.233° :fj0062'
FRAME SILL P-HOOKMOUNTING P4100K SCREW
5 f1 2b P-HOOK 28 29 30 P-HOOK POR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0.080' (6063-TO AL)
(6063-T6 AL) (6063-TB AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4.,
&F2.44'
4"
0" 1.48V 1.739' -j
1.303'
0.062' 1.600 0.133' j".600 0.082 -�jI
.080" 1.870° 3.125" I-� 3.125' -+1 1.888' 0.052,
016' 5
INTERLOCK INTERLOCK
31 135' CORNER 32 135' FIXED MOUNT O STANDARD STILE bt HEAVY DUTY STILE 82 b5
(6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6063-TEAL) ADAPTER SOCOVERL)
(6083-T6 AL) (6083-T6 AL)
3.979"
0.075'
+1 1.645"
10!"5,-
MIL
(fi063-T6 AL)
1.003'
0.757-
0.050'
05 F FIXED
PANEL CLIP
(6063-T6 AL)
550°
0.709'
D.080' v1 �
IF 0 PANEL
108 RETAINER. 9/16'
(6063-T6 AL)
4.125'
1.64 5' 0.062" 1.304
0.281' �� � 3.25'
83 HEAVY DUTY ASTRAGAL be TOP/BOTTOM RAIL
(6083-T6 AL) (6063-T6 AL)
1.03-
0.080"
I0.709' 2.893-
-�I 0.863 Fes--
gFIXED PANEL
123 RETAINER, 7W 2.826"
(606346 AL)
- 1.498"
0.080- 1
118 90- INSIDE/OUTSIDE
CORNER RECEIVER
(6063-T6 AL)
��1JJ 1.050'
1.050' (�
.289
045°
8GL02MAZI1 E 7B/!66-DGLAZIDG
(6063-T6 AL) PANEL CLIP
7B 3116"GLANG4"
BEAD
(6063-T6 AL)
(6063-Tfi AL)
120 90' INSIDE CORNER ASTRAGAL
flB 90° OUTSIDE CORNER ASTRAGAL (6053-T6 AL)
(6063-TEAL)
( T.aFAOnc/A2dE
* No. M705
-9:
% I
pa �o�•.. S7A OF ,
XTRUSIONS f�oamp..'GC
EFRIES670ALUM. SGD-NON-IMPACT AL��N��
"� °"^" A LYON 51E K RE
p(d81p Nr.S 22 s22 PG70128 D P.E#WI)5