HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI•DADE
l a
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
" NOTICE OF ACCEPTANCE (NO RECEIVED
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
SEP 2 4 ?919
ST. Lucie County, Permitting
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (7W 315-2590 F (786) 315-2599
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 (AIM.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90* & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum: SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dada County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
Page I
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. SOD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123. 10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-60179 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_
(Submitted imder 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 07/08119.
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'h Edition (2014) and FBC-6'h Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P7duct 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 & 90n/135- CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S.
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO.
3) ANCHORAGE: THE 33413 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FED 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 NONE, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9)TEST REPORTS: FTL-598D. FTL-6993, FTL-6001, FTL.6014, FTL-6015, FTL-8017, FTL.6022, FTL46023,
FIL-6024, FTL-6025, FTL3028, FTL-6031, FTL-6033, FTL-6038 AND FTL-7554
OMn
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DEBIGN PRESSUREMTMD IMPACTMTING
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CODE SISTANOARDSUSED:
0 017 FLORIDA BUILDING WOE (FBC), 6IH EDIRON
.2Di4 FLORIDA BUWNG WOE (MCI 6TH EORION
.ASTME130009
.ANSVAF8PA NDS2015 FOR YATOD CONSTRUCTION
.ALUMINUM DESIGN MPMIAL, ADM-2016
.AI61SIW12
.AW3C 10
GENERAL NOTES.............I
EXAMPLE CONFIGS..........
23
GLAZING DETAILS ............
4.5
ANCHORAGE.......... ...........
6-14
DESIGN PRESSURES.......
6-8
&A
FIONS..................... 15.16
/ SILL TYPES......... 17
SECTIONS ............ 18.19
LIST ....................... 20
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1) MERE EUBSTRATE CONORIONS REQUIRE ANCHORAGE FROM MORETIUN ONE OFTHE ANCHORGROUPSASOVE,
CHOOSE WE ANCHOR GROUP OF THE LOW EST LETTER FOR ALL TABLES M THIS APPROVAL
2)ALLANCHORHEADTYPESARE KSI,MNm
0) FOR STEEL STUDS. MIN. FU AL K B MW FY•33 KSI.
4)FNLEDRS M VALUER SA FM O REUSED IWMT ABLOCKAPPUICATKING
6)ANCXOR9 MUSTBE OF BUFFICIENTLENGSH SO THAT A MIN0.NN OF 3 THREADS EXIENDBEI'ONDMETAL 6I.GSTMIE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMFDADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN THICK. a comPlyfnaq wtln Lea Fl.rlaa
PROPERLY SECURED, I WOOD BUCKS ARE OPTIONALNAL IF UNIT IS 9u0dinB
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NDA-No. '17A420.�2
DEPICTED AS 2XARE IAir THICK OR GREATER IX AND 2X BUCKS 1?APIT.Bon Dpm02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BY
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS ml. uo&con I
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 306 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
1 - 22 1 PGTO130
No. 58705
A
EXAMPLE CONFIGURATIONS
MAX. UNITW IDTH
NOM. PANEL WIDTH
��"
PER TABLES I.3
NOM. PANEL WIDTH
PER TABLES iJ
MAX. UNIT WIDTH
ff MAX. UNIT
HEIGHT
PERTAB ES HEIGHTt • IRi PER TABLES 1-3
MAX UNLF WIDTH
NOIVL PANEL WIDTH
PERTABLES 1a
NONL PANEL WIDTH
PER TABLES 1-3
r t' 1 is i jp G MAX. UNIT
MAX. UNIT 14 I y HEIGHT
HEIGHT PER
PERTABLES I-3 / / Iyj TABLES I-0
I 1J_
-s`r--'
3-PANEL CONFIGURATIONS
t3 3
MAX UNIT WIDTH
NOM.PANELWIDTH t3 t3
PER TABLES 1-3
to t t
MAX UNIT t c 1 to Y
HEIGHT
PER TABLES i-3
5-PANEL CONFIGURATIONS t
wl
fFTyn
CFM OFAU77l �e
CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'J,', 'Je. 'Ke OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p7CD0Cp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) SO- 8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 141.
'X' = OPERABLE PANEL,
'O' - INOPERABLE PANEL.
'per -POCKET r—DETAILLETTER
�X�._.W = WOOD OR METAL INSTALLATION
® b'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH= NOM. PANELWIDTH- 7'
DLO HEIGHT =DOOR UNIT HEIGHT -10.125'
PANEL HEIGHT =DOOR UNIT HEIGHT -1.866'
4-PANEL CONFIGURATIONS
t
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES"
MAX U�
HEIGHT
PER /
TABLES 1-3 ._
2 • 22 PGT0130
17-0420.12
u
*; No. Sam
e
0' I f`'7-
OT'•,_ iR TE F
ALMIMILIE(LP.
P.E359709
a
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH=
355-7/16-Q96-HEIGHT
300-1/4- Q 120- HEIGHT
NOM. PANEL WIDTH � 3
PERTABLES
t
MAX. UNIT
1 s .s
HEIGHT, 1 /
96'OR 120' / / / / /
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL-Jx','JC, -Kve OR-Ke INSTALLATION.
EXAMPLE; 44'ANEL )D= IN POCKET (p) CONFIGURATION CAN BE
pX%XXp, p)O0O( OR X)OXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 136- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X'= OPERABLE PANEL,
'O'= INOPERABLE PANEL.
'p-=POCKET
f—DETAIL LETTER
V._ W =WOOD ORMETAL WSTALLATION
'i =CONCRETE INSTALLATION
L—SHEETNUMBER
OLD WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.126-
PANEL HEIGHT= DOOR UNIT, HEIGHT-1.866-
MAX. UNIT
HEIGHT
PER TABLES 13 / / / / / / Ilk
7-PANEL CONFIGURATIONS vaon"y REVISED
1 3 plYyln99 IIM1 thv FbHda
BNlitltog COCo
NOq-No. 77-0420.12
MAX. UNIT WIDTH E.pl. g.. D. o02/R 17I2020
II NOM. PANEL WIDTH
PERTABLES 13
II PEMAX UNIT
HEIGHT
RTAB�LESP[61/71 I' II'
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varxEr
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* No. 68706
ALY NN.1Eft PE.
3 s22 n... PG7V136 C PEa
GLAZING DETAILS
(G3 ISM, G4, G4A, G5 & G5A)
7/16' NOM.
7/16' NOM.
1' NOM.
3/16' HS GLASS
3116' HS GLASS
'S
—
.090" PVB
.090'
9/18' HS GLASS
14 3/16' HS GLASS
74
3
74
3116i
AAE
RIOR
3/4' NOM. EXTERIOR
3/4' NOM.GLASS GLASS
3/4'NOM.a
BETE
BNE
BREE%
a
6p
Bg
7/16" LAMINATED GLASS, TYPE G3
g/ie' NOM.-f-'—�I
7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5
9/16' NOM. 1' NOM.
3/16' HS GLASS
1/4' HS GLASS .090' PV
.090' BG 3f16' HS GLAG
1/4'HSGLASS 74 Si16'AIR SPACE 7
7f4' T GLASS PRODUCT REVISED
as complN�..Ivg wIm Ne plorMv
6RIMIng Eoue
3/4'NOM. 3/4'NOM. 140 . 17-0420.12
GLASS EXiF.RIOR GLASS 12a12/ 3GLASS. -N ExptrR6onume O2M7/2O20
BITE SITE GLASS
F][iERIOR BRE ey �
un T;enVe
g1
9/16" LAMINATED GLASS TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
'ANN'=ANNEALED
'HS'= HEAT STRENGTHENED
'T"=TEMPERED
'PVB'-.09P TROSIFOLi PVB BY KNRARAY AMERICA, INC.
'SG'=.090' SENTRYGLAS®BY KURARAY AMERICA, INC.
* No. 88706 'r
JR garosa7 c Now,wcESTwssraer. cERr.o<aurxsmxe SERIES 77O ALUM. SGD-Lh11MPACT o< ''%i1, Ld`ll,E,�����`'
oac � 6A6i)p NTS 4 vac ALYIAIW1 P£
R id df4
NtR01,9Y]OM1tV -22 PGT0f90 C P.E ww
GLAZING DETAILS (G6 G6A, G7, G7A, GS & GBA
1' NOM. 7116' NOM. 1' NOM.
9118° HS GLASS 3/16"ANN GLASS
3116'ANN GLASS .090' SG
.090' SG
3116' HS GLASS .090° SO 3116ANN GLASS-
3/8°AIRSPACE )p 3116'ANN GLASS 318'RS]4
3116'GLASS ^ 14 AIPACE
T3N6'TGLASS
EX aEPo1O2Ra12] � �•14"NOM. ERO GLASS
SITE
SITE sztaERIL
1R2aBS
tD)9
3/G4B'LIANTSEOS
M1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TIDE G7 1' LAMINATED I.G. GLASS, TYPE G8
i' NOM. 9H 6' NON& Y NOM.
3116' ANN GLASS,-'fjljlr��\\\\\\ �
,09G'SC -F. \ \\ 114'AN�I GLASS .090°SSEE \ \\
3%6' HS GLAS .090° SG 3116' ANN GLASS
5IWAIRSPACE n 1W ANN GLASSY T4 6M6'AIRSPACE 1"
/ " - .•'I IPRODUCT REVISED
/I( 93 as Building LOJowI1N the Plorltla
r34,�N OM. 17.0420,12
3I4'NOM. E%IFAILB SS 3GAS9' Papl,nBenBa<o02117M020GLASSt2412 �,TBITE E BRE By /�
EzrErtlLR
a
g
..
..
a,
EXIEaIOR
a 9
55
fib
�
1" LAMINATED I.G. GLASS TYPE G6A
9/16" LAMINATED GLASS TYPE G7A
1" LAMINATED I.G. GLASS, TYPE 38A
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAIL
'T=TEMPERED
'PVB'=.090' TROSIFOLB PVB BY KURARAY AMERICA, INC.
toro nriPw•uoortavvn
N�sE•O•
GLAZING DETAILS
° SG- =.090'SENTRYGLASP BY KURARAY AMERICA, INC.
(4H)4tWiRtl
rmGLAZ1NG
rFRr.rKwrrMi
SERIES 770ALUM. SGD-LM IMPACT
JR
04115'1]
L
NO CHANGES
RIISSH(F].
ryw
—5
m.yu
•JR
idi6^I4
awa,+
_
•„ro,'°`_
®
sco-)ro
NTS
5 • 22
PGT0130
* 1 No. 58)05 ••'r 9
'):,',ONALIMO
ALY NMILLER,M
PEB58
Design Pmssure(OP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2&3)
For tamer catn9d amhwage an em a 13P caner uNLa, aee sheet ll
Maximum DP for all sizes:
+601-60 psf
(May be lhnud by Table IA)
T.M. sPyilea W Glawa Typaa 3,
3A, 5, SA, 7, 7A, 8 & 8A and
0a beelow. eBlelAabl Types sham
Doer Unit Hdam
67
e4'
W
88•
WIF DLO
An,WGroup
7S7/B• DLO
Anthar(3 u
7&7/B' DLO
AncaGroup
85-7/8' DLO
Anchor Gmup
A
B
I C
D
A
B
C
0
A
B
C
D
A
B
C
D
HeaNS61
G+
G•1
Gal
♦1
G+1
Ot+t
01+
♦
1
1
C +
at
•
+1
G+
24'
MD
Jamb
8
a
8
B
8
8
8
6
8
6
B
0
8
a
a
a
p4mok
aN
64
6+7
6+7
7+8
7+8
7♦8
7+8
7+8
7+6
7.8
718
7+8
7+3
7.8
7+8
H.a Slll
C01
G+1
G+1
G+1
N+1
G+1
01+1
04+1
G♦1
Nat
G+1
N+1
(X+1
Gt+1
G+1
04+1
'4
B
0
a
a
0
8
6
8
8
0
B
8
e
a
e
a
S
DLO
P—,W 4wok
9+7
9+7
e♦7
6+7
AB
7+8
7•a
7♦0
lee
T•B
7
7♦8
7B
7+8
F+
HeadSl
GN1
0H1
C+1
G`1+1
01+1
G+1
Gat
001
04.1
(>I+1
G4Ni
Gat
3C
Jamb
8
8
8
a
a
a
8
B
B
B
B
e
8
a
8
a
n
DLO
P-0
6+7
Br7
8+7
0+]
7♦a
HB
7♦B
7♦8
]+B
]+e
7♦8
7.8
7+6
7+8
7+B
7♦a
HeD/SIII
7♦1
Gtri
G+1
G+1
5+1
G+1
G+1
G+l
G+1
GN
Gal
N+1
G♦1
GN
Ga1
Ct+i
42•
3P
- Jamb
a
B
8
8
8
8
8
8
8
8
B
a
e
8
8
a
OLD
P4wok
ea7
8+]
ea7
BaT
]+B
7+8
]•e
7+8
7+B
7ae
)•8
T+a
7+8
7♦B
as
7+8
T+8
HeaN501
N+2
C1+2
G+2
N•2
G♦2
G+2
N*2
Nr2
G+2
G+2
GU2
N•2
G•2
G+2
G1+2
4P�
Jamb
8
0
B
B
a
B
8
0
a
8
8
e
10
B
8
a
P�coR
1 6a7
18+]
B+]1
8+7
7+8
7+8
1 7+8
7+8
1 7+8
1 7+e
1 1-8
1 1•8
1 7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL,
2) WHEN USING THE 2-1/T SILL, POSITIVE WATER DP IS 40.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS
60.0 PSF MAX WHEN USING THE a SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE
TABLE to
3) 4', 3-114-AND 2.1T2' 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
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.
S) DOOR SEE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED. '
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE 1A
Sill Height to Max. (+) DP
"War InSRmilon neural
SIB R§er Height
F)D�9n
(Plata Box, sea
PresaWa, psi
Sheet 17)
Flush-l-1?
sae rtote3
Migh-4'
♦60.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.866'
ON LENGTH
ON RATIO 21
OH RATIO = ON LENGTH
OH HEIGHT
Interlock
P-hook
locLstlle@lamb
SuaightAstragal
Assembly
Laokstile@
Straight Astragal
wArragal
Anemb
de@
g0-Artragel
135'AmigIal
Assembly
wdable@
13S'Astragal
Standard Styes
Standard 501e
Standard Stile
Standard Sete
Standard Sale
Heowduty Stile
Heavyduty5tile
Heavy-dutyStOe
Heavy-duty5tlle
Standard Astragal
Outside Comerr r
OutsideIris
Lamer
Corner
e
Comer
outside
^�
Inside Comer- I I
Umer
Part tl60 (#)
Part 050
Part 050
Part p60 i5d1e)
Part0iAstmpl)
part 460
Pan 061 Sule
Pad8318(iDomer
x67
AIver)
Part 0119 (Out)
Part0120(In)
Stile
PaMN3j1(&032
(Corn&Fad Mount)
Part 661
c6eT.1r'Allntl]mW
6 • 22 1 PG70130
PRODUCfCT REVISED
Bu izlptM Me tho Florida
NoAt 17-0420.12
No. 56705 '. �+
PF
TABLE 2:
Design Pressure(DP)end Anchor Quantities Required, (for as approved configurations on Sheets 283)
Maximum OPfor all sizes; +801 {A
Para.., 9tR981 arICMRA9011 BD'Or 135'EOIMr MI15, 698 s1199111
play 69 em [9aq l'86192A)
Door WJt
MIMI
Table tB Gass 4,4A,
aT
B4'
98'
102'
100"
14'
1T0'
opposs Tyra.
6, M. 7, 7A 0 BBAand Bus
E1118" o
is-71B'
LD
MTI
DID
OS-TR
=
-2'0.D
4T-Tl
C
1D1T/8'DLO
Gail
e0k-JA948ga1 Types Shown"da"
ImrGmup
G
rG
mt�
Ancw
W
rGmup
Are
orou
romgr
Ardor
Gm VP
A
a
C
D
A
B
C
D
A
B
C
D
A
B
C
0
A
B
C
D
A
B
C
D
A
6
C
0
A
B
C
0
5
•
U+
H
1
+1
C4+
+
CH1
G+
+
CC+1
U•1'78
U+1
U+1
U I
Gr
•1
G 1
U+
C40
U+1
C1+1
GH
U+
GN
GN
G+
G+1
GN
+
U+1
oLU
Jamb
B
0
a
0
B
a
e
0
0
B
0
B
B
B
10
10
10
f0
10
10
/0
f0
10
10
10
10
10
1D
10
10
N•
P1oot
W]
8+]
6+T
WT
T+0
]+8
7.5
T+B
v+B
7+8
T+B
7+a
T+B
7+5
8+B
0+9
8+9
W9
W9
8+8
6+9
W0
8+10
9+10
W10
8+10
9+10
9+10
W10
9.10
HaeElBe
UN
GH
Ua1
G+I
C1+1
GH
GM
G+1
GN
C4+1
GN
UN
GN
GH
G+1
GN
U+1
G•1
UN
U+1
GH
Ue1
0+1
UH
OH1
GN
Grt
G+1
U+l
GH
90'
Jamb
B
e
B
B
0
8
e
B
B
e
B
B
g
8
10
f0
10
10
t0
10
10
1D
ID
ID
10
10
10
10
10
10
00
W7
ON
WT
W7
T+a
HB
1+8
I+0
7+8
]+B
7+a
T+g
T+0
]+8
W9
WB
fi+B
8+8
9a9
8+9
WB
8+9
W W
B•10M
0
8+10
B+10
9N0
BHO
pMW
HeaN8111
UM
U+1
Gr1
Gt•1
U+1
G+1
RI
GH
ca+1
U+1
G+1
C1+1
C1+1
cast
U+1
U+1
G+1
U+1
C1+1
U+l
U+1
m+1
G+1
U+1+1
UN
C4+1
U+1
fM1
OB'
Jamb
0
g
8
8
B
'g
0
a
B
B
8
a
0
8
t0
f0
10
0
10
0
10
10
f0
100
10
10
10
10
9
OA
oN
a•T
8+1
Wi
T7
7•e
T+B
7+8
7+0
+
T+8
T+0
]+B
T+g
]+g
g+80+8
W9W8
9+B
WB
Bab
WO
9H0
9+1010
BNO
BHO
9+10
9+t0
eUr1
G+I
U+1
Ci+1
CA+I
GN
CH1
G+1
CNi
G+1
C1H
Gat
CPI
U+1
Cot
GH
C4+1
UN
G+1
Ct+1
GM
CN1
CM1
C1+1+1
c5+1
cs+1
GH
C4+1
8
g
a
8
8
a
8
8
0
8
e
B
B
10
f0
To
10
10
10
10
10
10
100
13
10
10
l0
4T
BLp
am8
]bia+]W7
]40
Tao
ia0
17-5-T;B
T+9
7+9
h8
7+0
7+8
7+B
T+8
B+0
8+9
W8
7
B+B
a+8
W0
0•B
9N0
9+10t0
8+10
"to
8+10
9+16
G+2
G+2
C4+2
G+2
U+2
C4+2
G+2
U+2
Ga2
U+2
GN2
G+2
Ga2
CN2
Gat
G+2
CW2
C5+2
G+2
G+2
C5+2
CS•2+2
C5+2
Caa2
r 2
C5+2
Haed/6rl
G+2
G+3
a
a
e
B
B
e
10g10
10
10
10
10
f0
12
10
12
10
1W7
4T
04IIA
Jamb
a
B
8
a
B
8+8
0+9
W9
8+8
WB
WB
BNO
B+fO+W
0.10
9+10
8+10
B+10
W7W]
8•]
T•B
]+a
]re
ms
T o
7+8
]+0
T+E
7+8
1"
AB
8+8
B+B
H9e45p1
G+2
CN2
G+2
U+2
C1+3
G+2
CN2
G+2
G+2
G+Z
MCI
Jamb8
e
8
9
B
9
8
10
0
B
8
f0
8
a
9A.-I
Not available in these sizes
W]
WT
WT
W7
]a0
7+8
T+8
]+0
A0
7+8
A
Tag
T+8
]+0
]+g
HeoN501
U+z
Ga2
fA+2
Gr3
U+2
G+2
G+2
G+2
arJemb
B
8
8
8
8
8
0
10
Rbook
fi+T
W]
WT
W7
]a8
i+8
T+g
HB
]+e
T+g
]+B
1 T+e
1 7+8
1 ]+e
1 7+0
NOTES:
i) PCSTRVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 3-1/4' SILL
2) WHEN USING THE 2-1/2' SILL, POSITVE WATER DP IS 48,67 PSF MAX. WHEN USING THE 3-114' 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 2A.
3) 4', 3AM' AND 2-1/Y SILL HEIGHTS ARE TESTED FOR WATER INFlLTRATION 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 FSC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
TOT QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
Sill Height to Max. (+) DP
(WaN2mntralbn Reang)
SHIRLsor Height
(+)Design
(Flat a Box, sea
preaeure, psi
Shee117)
Flush-1-112'
aee rote3
Lmy-2-1tr
+49.87
Modlum-3-Ilb"
+"6D
High-4'
+50.0
OH LENGTH
OH RATIO a 1
6) JAMB ANCHORS ARE SPECIFIED AS THE AL
INSTALLED. SEE NOTES I3 =
OH RATIO HEIGHT
naaxeucinuc Alvin SHEETS tR A 1r FOR ASRFMRLY nFTAl14.
btraisaiAstragal
LoilIt
90-AstrbIV
33
Intedark
P-hook
Larksdle@Jamb
Assembly
Asra
Staight Ashagal
Assembly
go'Astrga
90'Anregal
ssembdgal
Assembly
135'Ashagal
35-ksibro
Heavy-duty Stiles
HeavyEuNS01e
Heavyduty Sole
Heavy-duty stile
Heavyduty Sole
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty SDle
Heavy-duty Sole
Standard Ashagal
Oulsitle Loma
Outside
nle
Corn
Dome
IPm�le
elJJ
'Il
dJ�J
InsMe Co
Cain
Part 461 (x2)
Part tlbl
PaR 9fi1
Parta6l (65Ie)
Pana67 (ArtrzBal)
.Partn61
Panflilapan 961
(y:o')
Partg119 (Out)
Parf g120 (in)
P'm k31(&832
Part061
Remiver)
(Gom.aFXd Mount)
CFIR.OFADnLPNIPo
aGDa21) I NTS 1 7 • 22 1 POT0130
NOM. PANEL WIDTH-7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEI_HEIGHT-
DOOR UNIT HEIGHT -1.885'
PRODUCT REVISED
Sundial; lCotlowlN Na Floritla
NOA-ma. 17-0420.12
Expiraaar D�jq02/1712020
*: No, 58705
,A
9:V
S�ONALEp`G��
ALYNttRURP.E
,
IHtlLt J:
Design Pressul9(DP)and Anchor QuanlBies Rego)red,(loT all approved conflBuragone on Sheets 283)
Fetoanerofmpal emhuare on 9P ar 135' sailsuNb, see.heal it
Maximum Dle shown below
(MW be Bmlted by Table 3AJ
Nmlhtll H.Iqht
Tale eppBn to Glass Typo 4, 4A,
BP
84•
mAl!OtD
BO` 96'
107
low.
6, 6A, 7, 7A. 888A and the
6&Le-p
79d11.OL 8S/8` ULO
9-IWDO
9]de
O
Stac/Ntm9a1 types shown bebw.
Arclmr Gmup
Amhap
AmhwG-AmlprGmu
Amhpr
Grew
Arcaer
Group
B C D
A B C 0
A B C D A 9 C O
A B
C D
A 1 B
1 C 1 D
CUs Preoure
4FBa0 f
2
s
+-
at
iT
HeadISW
CM1
C441
C4+1
Nf1
NN
N+1
C441
NN
N+1
N+1
NN
C4+1
C4+1
Nil
N41
N+1
N+1
C4+1
CHt
N+1
C4+/
NN
C441
C4+1
R4'
DLO
Jemb
B
8
8
0
8
e
B
e
e
8
B
B
8
8
g.
B
10
10
iD
10
10
10
10
10
P4npk
6+T
6+7
6"
6+7
We
T+8
7.8
748
7+8
7+8
7+0
7+8
7"
1+8
T+8
TfB
BH
8+9
8+9
B+9
8+9
8+9
e+9
8+9
Des nPressme
+KRO !
+/4125
m1
4A780
sf
2]'
Head itio
N+i C441 C4N CAN 01+1 N+1 C4+1 C4+1 N+1 N+1 N+1 C4+1 NO C4+1 04+1 C l
C4+1 C l
C4+1 Nat
N+1 NN
GN N+1
DW
Jamb
B
B
B
B
8
B
8
e
10
B
8
B
to
8
'8
a
10
10
10 10
to
10
10
10
g
PHupk
1 6+7
1 W7
1 6+7
1 6+7
1 7+8
1 7+8
1 7+8
I 7+8
I T+8
7+u
7+8
]+B
NB
7+8
7+8
T+9
8+9
8+9
8+9 0+9
6+9
1 lHe
1 8+9
1 0+9
Oas Pressure
+A90.0 Par
a/A28Per
+AT60
1
29°
HodSW
61 N+1 N+1 NN GN NN CMt N+1 N41 N+1 Nfl C4+1 C5+1 C5+1 NN NN
CSf1 C5+1
NN Ga1
C8H CS+1
N+t N+1
DW
Jamb
10
B
B
0
10
e
B
8
f0
8
8
a
12
10
8
8
12
10
10
10
10
10
10
10
5
Wmak
6+7
41
6+T
17
]aB
]+8
1+8
T+8
]+B
7aB
Tao
]aB
0+9
849
ea9
8+9.
8i9
8+9
848
8+9
8+9
1 849
I 1+9
I 849
E
Oaa Pressure
4FW.0 psi
+/d2.6
psf
a/-760
sf
35'
12
HeaN91B
C4+2 C442 C4+2 N+2 N+2 N+2 CO2 Nat CE+R C5+2 M42 C5+2 C5+2 C8+2 Cd+R CSa2
C6+2 C5+2
C5+2 C542
C6+2 C5+2
C6+2 C54
42
DLO
Jamb
10
a
a
8 10
B 0
8
12
10
B
e
12
10
B
9
12
10
t0
10
12
10
10
10
Pinoh
T+8
T+8
Tab
T+8 7+e
7+e T+0
748
8+9
8+9
IRS
8+9
849
&9
B+9
B+9
0+9
8+9
849
8+9
849
8+9
8+9
8+9
Oeamn Pmssure
NiD.Dper
Sea NateA v
+/92.5
f
+FTaO
psf
41'
OW
HsaNSW
C6+2
C5+2
C/+2
N+2 C5+2
C5a2
CS+2
C6+2
C5+2
C5+2
C6+2
C6+2
C612
CG+2
12
R
8
C5+2
0
Ca+2
14
CW2
12
CS+R
10
C5+2
10
C6+2
14
C8+2
10
C5+2
10
C5+2
10
Jamb
W
8
8
a 12
10
B
8
12
10
8
e
14
P4Roh
Tae
]4B
748
7+0 8+9
8a9
8+9
B19
Big
8+9
B+9
a+9
9+10
9+10
+1
9N0
I 9N0
I 9+10
9N0
1 9+10
9+10
9+10
9a10
9+10
NVIC /l'a/yV.V rJr rVR VLMJa,rrca Y, EXAMP,uuun EET �n �a�n-.�.•
EXAMPLE ON SHEET 9
NOTES
i)POSITIVE PRESSURES IN TABLE 3ARE BASSO ONTIE USE OFT HE 4'SILL.
DLO WIDTH =
WATER WATER
WHENTHE 3-1/4-2) WHEN USING THE
WHENUSINGMAX
NOM. PANEL WIDTH -7'
ITV WATPSFMAX.
NEGATIVE PRESSURES
OP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES
WHES SING THE
UNCHANGED). SEE TABLE 3A.
3)4',3-U4'AND 2-1/T SILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS THE I-1/2-SILL IS NOTAND
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT-1.BSV
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.
Sbalght Astragal
ght"
9D'elablyl
13
Loc le
Interlock
P-hook
wck,Ule®Jamb
Assembly
aTtIMAe@
Straigh[Artmgal
Assembly
9WAsle@
90'A#2gal
ssebagal
Assembly
Mmig
]35'Astragal
Heavy-duty Sb'les I
Hew,dutyStile
I Heavy -dun Stile
Heavy-duty Stile
Heavy-duty Sllie
Have duty5tile
Heavy-dutyStile
Hearyduty5tge
HeaWduty5tile
Heavy-duty Ascmgal
Outside Comer
Outside
Comet °T-7v
Imlde
Come
o�
e�
Comer
Outside
Imide Comer
Corner
PaR 1161 (x1)
Part d61
Part tl6l
Pad 061 (SUte)
Part a68 (AttmWl)
PaR961'
Partp118((Corner
Part i119(Out)
Part tl120 (In.)
pasts. 0311&tN32
Parttl61
ReeaNef)
(Corn.&Fxd Mam
GERT.OFAUIH lNR!
8 a 22 1 PGTO130
TART F 3A-
SIB Height to Max. (+) Die
(Water Mftlteaatim Reff g)
SIB Wser He(ght
(+)Dasl9n
(Flel or Box, see
Prescum, ps/
9hee117)
Flush-1-12'
sea rele3
Low-2-1/2
+48.W
Medium-3114•
+80.0
High-4'
+Bp.O
Stt Nulty 1�
OH LENGTH
OH RATIO 21
OH RATIO - OH LENGTH
OH HEIGHT
PRODUCT REVISED
as romplyingg wiN Me Florida
Ouil41n9 Gallo
Now -No. 17-0420.12
tVgt41 uryN qI�r�G
*, No.6B)05 C
A:CfI
,QNALIV%4: 1�1
A LYt41 BILLER P.E
NOFRAME ' IW P4100K ANCHORAGE CONSISTS OF:
SEE
JAMB (9)P-HOOK ANCHORS.
SEE"GS•CLUSTER MAX UNIT WIDTH
CLUSI
SEE "C510FOR
SPLICE
= REQUIRED@ (PERPENDICULAR TO GLASS
EXTERIOR
DETAILS, SHEET IO FOR REQUIRES'C6' SHEET IO FOR
NOTE,
THIS
PLANE) SEE TABLE 2, SHEET 7
_ POCKETS AND
INTERLOCK CLUSTER•SEE
\ 48'NOM. DETAILS, SHEET II
SHEET
SEE POCKET 10 P-HOOK
( ) r_______ _
PANEL WIDTH
z x
x
1 .'•� JAMB MOUNTING 1
z
x
- INSTALLATION, ADAPTER �M
z " " x xxx
_
• THIS SHEET ANCHORS MIDWAY i
o 3'MAX
`t•.` SSHEETI4 BETWEENP-HOOK 1ii
:• ANCHORS&AT 3•
°i x =FRAME
FROM TOP& 1Q 14.61AX. O.C.
' BOTTOM I
° ANCHORS
o
i5�
lol
4.067'lll
- 'MAX TO OPENING ly°l
Oo=P-HOOK
EDGEOFPOCKET SEE 16, i
INSTALLATION -ioa ®
l O ANCHORS
p
DETAILS Vd&14d, i i
01-1-4—MAz'o'C"
I I T mo=P-HOOK
of
END PANEL SHEET I4&PART
MOUNTING
IoI
ANCHORAGE DETAILS•J'&W. 1 � � I I
a•idu ADAPTER
24'MAK
(2 ANCHORS) SHEET 19 FOR j +-iE�
I 'ANCHORS
O.C.
P-HOOK
•+Y ANCHORS Oyp PANEL
ANCHORAGE ANCHORAGE
z• ""xz i< z - x xxx '
x
(SEE SKET HB
`v2 �v2'x v2'
CENTERLINE
ANI
ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL 1
2.04•
CORNER -PXXMO-EXT MOUNT POCKET ANCHORAGE PLAN'
1
—1
24'MAX
EXAMPLE'6-PANEL, 2 TRACK 90. OUTSIDE
CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
O.C.
48- K 96' NOM. PANELS, ANCHOR GROUP C IN
ANCHORAGE EXAMPLE NOTES:
1 1) APPROVED ANCHORS: SEE TABLE A SHEET 1
T
I 2) ANCHOR LOCATION SPACING FOR ANCHOR
T
QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6.8•
CENTERLINE OF
O M.•
INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS.
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE'C5'CLUSTER
WIDTH
TABLES, SHEETS 6.8 AT EACH INTERLOCKAND
pETA1LS. SHEET IO
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
•+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL
x•
ADDITIONAL ANCHORS 24' O.C. MAXIMUM.
L
21,
MAX
O.C.
L_
8' MAX
CENTERLINE ' - JAMBS & P-HOOKS: 6' MAX FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR "U
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS". SEE �2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
-.2-ANCHORAGE ANCHOR PAIR
REQUIRES SEE'C5' CLUSTER END PANEL
Ca' CLUSTER SEE CENTERLINE CENTERLINE
DETAILS, SHEET 10 ANCHORAG
DETAILS,SHEET 71 rOFINTERLOCK FORASTRAGAL-\ t`OFASTRAGAL (2 ANCHORS) 6•
, MAX I'-
SEE TV CLUSTER
DETAILS. SHEET 10
FORASTRAGAL
x xN I_J
� 6MAX
" 4 PAIRS OF
ANCHORS
as, (TOTAL8
UNIT 21•MAX ANCHORS)
EIGHT O.C. PERJAMB
y (SEE JAMB
DETAIL
BELOW)
N
-%�ENG PAIAL
BEL ANCHO E (SE
SKETCH BELOW)
6- SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
Erof+ HEAD OR SILL IFA SPLICE
Cfj OCCURS AT THE P-HOOK
PRODUCTREVISED
o wmplving with M. FI.Ad.
Eullaln9 a
.• NOA-No. 77-0420.72
EXTERIOR
CENTERLINE CENTERLINE 1� CENTERLINE
'+2'ANCHORAGE •+2•ANCHORAGE
�OF
Z*? No. Sam •�
PANEL 3 I OFPANEL 4
I OF PANEL 5
SEE SHEET I I FOR OTHER INTERMEDIATE ANCHORS
p0 •'•. a`
Tom TEfJMA°°Y°ILVE
x vEnocE.
omo..
ANCHORAGE SPACING & EXAMPLE PLANS
Si TE&OF '
�i OR1OP.. •' ����`
Rlquafam
rffAurN�zeo
arl=no
SERIES 770ALUM. SGD-LMIMPACT
s
'�•,S�OAIAL
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crom,>:crmpzuwferouPwlmANafoavAfuLs rr8r.
NSIgmTem,
'^ M
1JI P.E
JR fN10114
o.s
NTS 9 • 22 PGT0130 C
PPR5B10a
IV
ASTRAGAL OR 6- DIAG.
ASTRAGAL OR h1FNE SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE --�-IF LICE LOCATION 2,04•
INTERLOCK�y IF NEEDED INTERLOCK-1 -C6-LUSTER E I�ER�K-I IF NEEDED 2�•
CENTERLINE
CENTERLNE I CENTERLINE 'C6'CLUSTER DETAIL) 176' 6'DIAO.
3.fi 7 7
3.5' 21'
204' 2.04' 2.04' 21'
�{- 5.64' MAX
1pi 7- exiETk�IOR4-DIAG. 7• oc*ennwoa 7 73.5' O.C.
FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL 6' MAX 5.64'
(aS ASTRAGAL OR INTERLOCK (al ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2 TRACK
(USE WHERE 4 CLUSTER (USE WHERE S CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB p.-
ANCHORS ARE REQUIRED,'C41 ANCHORS ARE REQUIRED,°CSJ ANCHORS ARE REQUIRED,'C6-) ANCHOR PAIR ,r
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FORSPLICE
INTERLOCK-f-iF NEEDED INTERLOCK CONDITION, USE
CENTERLINE I CENTERLINE 'CB° CLUSTER DETAIL)
3.5043.5'
2A4'
4.06°
.00°
V 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL
(a)ASTRAGALORINTERLOCK (Q ASTRAGAL OR INTERLOCK
(USEHORS ARE REQUIRSTERED,
ANCHORS ARE REQUIRED,'CT)
ANCHORS ARE REQUIRED,'C4�
ASTRAGAL OR {.SPLICE LOCATION
INTERLOCK+1 IF NEEDED
CENTERLINE
44RACK FRAME HEAD/SILL
(d ASTRAGALL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'04°)
s I1WtZo& (FOR SPLICE
CENTERLINE( CONDITION, USE
CENTERLINE ! •C6' CLUSTER DETAIL)
-^II 3.5' 1+
4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,"CS-)
C ..OFnuR VM`
■1
ASTRAGALOR SPLICELOCATON
INTERLOCK�`IF NEEDED
WCENTER�UINE35�4
V 3-TRACT( FRAME HEAD/SILL
@I ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, °06')
ASTRAGAL OR (FOR SPLICE
INTERLOCK-] CONDITION, DO NOT
urccl ltiP USETHISDETAIL)
44,
I 4-TRACK
6° DIAG. FRAME JAMB
2.04'
EXiAANCHOR PAIR
17-
ANCHORS MAYBE INSTALLED
21• EITHER IN THE EXT. OR INT.
MAX TRACK(INT. SHOWN)
O.0
NOTES:
6.64° 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6' MAX 2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
�CK FRAME JAMB P-HOOK SEE SHEET O.
ANCHOR PAIR r9�l.fi..DoflrD2J1T/2020
DUCT REVISED
FORSPLICED ggerrim the Florida
CONDTRONS ONLY. No. 17-0420.12
SPLICELOCATON
4-TRACK FRAME HEADISILL
E ASTRAGAL OR INTERLOCK
(USE WHERE 6WITCLUSTER
WITHOUT ANSPLICECONDITION—
OC NOR ONIRED
sOo-7ro I ATS 1 10 a 22 1 PGTO130
No. 56705 r
PLYMIMVIF P£
PE8wm
I --1 3.5-
2.04' J E RQR
SO -CORNER
2-TRACK FRAME HEAO/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'G
4.00'''pY�''j'ItIIjIIj'
�A III
4.08•
1 6.12'
4• DIAG.
pE)TEMOR
3.5• 4-
a..
will- r
204' EUERIJR
2.04' -) €K EwOR
2.04' E%1ER1oR 6.94'
90° CORNER
2-TRACK FRAME HEAD/SILL
136' CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.-M
136' CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED.' Ce')
04'
2.4°DIAL.
3,s I
I• CENTERLINE
OF PANEL
(USE WHEREb ORe CLUSTER
ANCHORS ARE REOUIRED,'C6•)
ExrEwOR
INrewoR
14,09-
••1-ANCHOR
'•3•ANCHOR
3.6' INTERIOR
7.41'
-T r I I
4.Or
q- 1 �.! 3.6•
3.6'T E OR 7' 4•
90• CORNER 13W CORNER
3-TRACK FRAME HEADSILL 3-TRACK FRAME HEADS
(•C6' ANCHOR CLUSTER REQUIRED (-CW ANCHOR CLUSTER REC
AT ALL 3-TRACK CORNERS) ATALL3-TRACKCORNEI
INTERIOR .8.1Y INTmm
2.04'
4. EnERIO 5.88'
INIEWOR
DR 90 4' 3.6' 136•
... T
MTEwOR I+- 7° -'-1 %'
90-CORNER
4-TRACK FRAME HEAD/SILL
('C8' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
IIMENSIONS SHOWN ARE BASED ON M
BLS DEPICT ANCHOR QUANTITY AND S
:AL FOR EXTERIOR OR INTERIOR CAR
�►fit%/^
y 1
ALLOWED.
AND WOULD BE
LEIl1: KANNIRRB
mm•;F
RIOfl
2.04' 4' DIAG.
3.5'
7'
1—CENTERLINE
CENTERLINE I OFPANEL
OFPANEL 2-TRACK FRAME HEAD/SILL
ON INTERMEDIATE ANCHOR LAYOUT
INTEwoR ALLy2•ANCH0R
R NEWS
4•DIAG. PRODUCT REVISED
HWIdIn0lyinn9 with Mo Florida
2-0-V Nou-No.Cc dd 17-0420.12
1 3.5-
CENTERLINE Eaplm9on Date 02/17/2020
OF PANEL By _
••3•ANCHOR Niamwed .edu�t cenw
04'
4.08'
1111111
II�CENTERLINE J��Y LYNry ���
2.04' I OFPANEL 4. . JC..... �
•` ..
4-TRACK FRAME HEADISILL *t NO.58705 Pam:_
INTERMEDIATE ANCHOR LAYOIff = *=
(3-TRACK SIMILAR) _-0 : �� jam'
ERIES 770 ALUM. SGD-LM IMPACT "IIi
�W a
sco-no NITS 11 +22 PGT0130 C
INSTALLATION DETAILS
EDGEDISTANCE:
SEE TABLEA SHEET 1
M_ 2-1/16"
MAX
tai5itr-
SHIM
SEE TABLE A,I I '
SHEETI WOOD ANCHOR TYP.,
2X EANC SEEANCHOR NOTES
TYP.,SEE3, ANCHOR &TABLE A. SHEET
NOTE 3, SHEET t
®K FRAME HEAD
WOOD WOOD INSTALLATION
WOODANCHORTYR, 2X WOOD
SEEANCHORNOTES TYP., SEEANCHOR
&TABLE A, SHEET NOTE 3, SHEET
SEE ANCHOR
NOTE S, SHEET_
1 (1/4' MAX) j
EX,EPoOR I
2-1176
EDGE DISTANCE:
�r
A SEE TABLE SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A SHEET i
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 r
WOOD ANCHOR.TYP,
SEE ANCHOR NOTES
& TABLE A. SHEET t
ODENOR
114-MAX SHIM
EDGE DISTANCE: 2X WOOD
SEETABLEA TYP.. SEE ANCHOR
SHEET 1 NOTE 3, SHEET 1
2-TRACK FRAME JAMB
ay. WOOD INSTALLATION
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A SHEET 1
EXT'L QR
V 114-MAXSHM
EMBEDMENT: SEE TABLEA SHEET I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"
,/4'
FMAX.
SHIM
2X WOOD WOODANCHORTYP.,
TYP., SEE ANCHOR SEEANCHORNOTES
NOTE 3. SHEET &TABLEA,SHEETI
03-TRACK FRAME HEAD
Bw WOOD INSTALLATION
WOODANCHORTYP., . 2XWOOD
R SEEANCHORNOTES TYP., SEE ANCHOR
SEE & TABLE A, SHEET NOTE 3, SHEETI
ANCHOR A
NOTE 5,
SHEET
2-1/76•'
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLEA, SHEET 7
6 3-71RACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1 �I
2-1116"
EDGE DISTANCE:
SIESTA A.
SHEETI
tear. oFwravmz�e
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
2-1A6"
MIN. OF3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
Iw 1. ALL DIMENSIONS
MAX, SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
METALTYP., /SMSANCHORTYP., TYPES PER LE A.
SEEANCHOR L SEEANCHORNOTES SHEET 1.
NOTE 4. SHEET &TABLEASHEETI
IS
4-TRACK FRAME HEAD MIN 4- (HEAD
NALO.C.L
METAL INSTALLATION OR 6-(AMB) S SILL)
OR 6' (JAMB) SEE
SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS I0&11.
SEEANCHOR*�087M�Hl�"j
R
SEE &TABLE A I
NCHORMIN. OF 3 THREADS BEYOND
VOTE S,THE METAL SUBSTRATE
iHEET I
I -MAX) TE RIORIMBEDMENT: SEE
ABLEASHEET1
2-1116"GE DISTANCE
SEE TABLE A. SHEET l
4TRACK FRAME SILL
Pe METAL INSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A SHEET 1
m romptyln w[Q me Flenea
6elmm9 code
Nou-xe. 17.0420.12
EDGE DISTANCE:
Eapiratien oat. 02117/2020
SEE TABLE A,
METAL TYP.,
SHEET
By
SEEANCHOR
Mla ro oc
NOTE 4, SHEET 1
2-1116"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
&TABLE A•SHEET I
U `MIN OF3
THREADS
BEYOND THE �`� NY LYNN
R METAL........ CEHSF-'.l,A•�(�
SUBSTRATE
1/4'MAX SHIM h-- �d': Nn. 5B705
4-TRACK FRAME JAMB =.0
Iw METAL INSTALLATION „ZU
e m I NTS 1 12 -22
2
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A SHEET I
EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
EDGE DISTANCE: SEE
CONCRETE CONCRETE
SEE TABLE A. SHEET I CONCRETE
SEE TABLE A SHEET I
SHOWN ARE BASED
PERTABLE TABLE A SHEET 1
SH1B•• PERTABLE
2-1/i8'• PERTABLE
2-tl18°•
ON MIN. ALLOWED.
ASHEETI A SHEET 1
- „ A. SHEET 1
• DIAGONAL O.C. IS
..
FzreRIDR •..,5 z• -. I
., • _
..,:;?� % <`;; •f.a 5 i- t1::`
Mom'
SHIM
MM4•(HMB)SSILL)
T 1
1 T-,
�
EE
ORB°LS, SHEETS
DETAILS, SHEETS
EMBEDMENT: Iw EXmmoi 1!<• �RIOIR
L
10 811.
J
SEE TABLE A, (j
MAX (�
SHEETI SHIM `3 SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYR, SEE SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES'&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I
ANCHOR NOTE 3, SHEET I TABLE A. SHEET I
FIN�
4-TRACK FRAME AD
—CONCRETE —INSTALLATION
CONCRETNSTALLATION
®IN
CONCRETE TALON
CONCRETE ANCHOR TYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP..
SEEANCHORNOTES& WOODBUCKTYP.. SEE SEE ANCHOR NOTES&
TABLE A SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1
SEEANCHOR SEEANCHOR
NOTE 5, SHEET NOTE5,
1 (174' MAX.) SHEET,
.. (1/4'NWC)
EXI�ERjIOR T ..:.,: •,• EXIENOP :?.: :`:.{:%:
PROPERLY SECURED IX CONCRETE ANCHOR TYP..
WOOD BUCKTYP., SEE SEE ANCHOR NOTES &
%NCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
s , I SEEANCHOR an. ^-/
EDGE DISTANCE: CONCRETE EDGEDISTANCE �t
SEE TABLE A SHEET I PERTABLE SEE TABLE A, SHEET t PE
EMBEDMENT. SEETABLE ASHEETI ASHEETI EMBEDMENT: SEETABLEA SHEET I JJJ A.
02-TRACK FRAME SILL ®3-TRACK FRAME SILL
CONCRETEINSTALLATION Eo 6 NCRETEINSTALLATION
EMBEDMENT: SEE
TABLE A SHEET I
IX WOOD BUCK TYP..—
SEEANCHORNOTE3,
SHEETI
CONCJCMUANCHOR
TYP., SEE ANCHOR fr
NOTES & TABLE A, �E
SHEETI
IXI�E7RICR
V 1!4• MAX. SHIM
EMBEDMENT. SEE
TABLE A. SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
EDGE DISTANCE:
NOTES &TABLEA
SEE TABLE A
SHEET,
I
—1CSHHET'ET
2-1!'g••'
PROPERLYSECURED
1X WOOD BUCK TYP..-
-�
SEEANCHORNOTE3',
CONCRETE
SHEETI
• ORCMU
IXTwm
PERTABLE
T7
A SHEETI
v174•MAK SHIM
2-TRACK FRAMEJAMB
CONCRETE/CMU INSTALLATION
cm..OFNR1lO1B19B
PROPERLY SECURED IX
WOOD BUCK TYP., SEE
4NCHOR NOTE 3, SHEET I
IETE EDGE DISTANCE
OLE SEE TABLE A SHEET,
ETIEMBEDMENT: SEE TABLE A SHEET,
4-TRACK FRAME SILL
Fc CONCRETE INSTALLA ION
EMBEDMENT: SEE
TABLEA.SHEETI ~u47--T
—t •k EDGE DISTANC
)GE DISTANCE SEE TABLE A
PROPERLYSECURED SHEETI
SEE TABLEA.0
SHEETI IX WOOD BUCK TYP.,
SEEANCHORNOTE3, j
CONCJCMUANCHOR
TYP., SEE ANCHOR
NOTES &TABLE A
SHEET 1
CONCRETE
OR CMU
pX1EwoR
PERTABLE
n
A SHEETI
V
1!4' MAX SHIM
13 > 22
CONCRETE
PERTABLE
A. SHEET 1
PRODUCT REVISED
...... In w11M1 <Ro FlotlCa
ORRNnB �o� 17-0420.12
NOA-No.
2-1l18°
CONCRETE
111pluuq
\_ORCMU
`^
PERTABLE
A, SHEET,
�A +•,JCENSF
No. 58705
iJAMS
I INSTALLATION
�P0.(�:N 5
i/�s'•.�ORIOP..
1PACT
IE
A LM'N N63ER.
vPaeamr
P0T0130
C-
B
INSTALLATION DETAILS
EMBEDMENT: SEE
WOOD FRAMING � TABLE A, SHEET 1
EMBEDMENT:
SEETABLE&
SHEET 1
FRAMEJAMB
REQUIRED ATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
& TABLE A. SHEET 1
(ALSO SEE TYP. 7
I ILLUSTRATION, SHEET 9) 7
L SHEET EMBEDMENT:
SEETABLEA.
26 SHEEriExTEMOR
PHOOK WOOD ANCHORTYP., P-NOOK
SEEANCHORNOTES CONCRETEOR,
8 TABLE A SHEET 1 LSO SEE TYP. A, SHEET I
CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-NOOK FOR USE WITH FLAT SILL RISERS
PARTS 918#20 #22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A &3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METALTYP.,
SEEANCHOR
P-HOOKMOUNTING
CONCRETEOR
NOTE 4, SHEET i;
EMBEDMENT: SEE
TAeLE A SHEET 1
ADAPTER SMS
�
CMU PERHFFT
MIN. OFBEYOND 3 THREADS
ANCHOR SEE
I
&SHEET I
BEYOND THE METAL
NOT
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SUBSTRATE
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EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION,
SEE TABLE A:
EMEEDHE
MENT:
9
SHEET 1
SEE TABLE&�
DISTANCE: SEE
SHEET 1
TABLE A SHEET 1
P-HOOKSMSANCHORTYP., / a MOR
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&TABLE A, SHEET 1 V
ALSO SEE TYP.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19 #21 #23 OR#25,
METAL INSTALLATION EXTERIOR
(SEETABLESIA2A&3A MOUNT
FORWATERRATINGS) ONLY
C ..OPADDlI1919B
9,Eo
ANCHOR TYP., SEE
ANCHOR NOTES &
TABLE A. SHEET
1.114' MIN. EDGE DISTANCE
28 tIT7
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P-HOOKMOUNTING
\ ADAPTERCONCJCMU
`ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
ASHEETi
TABLE A, SHEET i
(ALSO SEE TYP.
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P-HOOK FOR USE WITH ANY SILL RISER
PARTS #18 420 #22 OR #24
CONCRETE/CMU INSTALLATION
INTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A & 3A
MAYALSO BE INSTALLED IN
FORWATER RATINGS)
- EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLEA,SHEETI
ANCHOR TYP., SEE
1-1/4' MIN. EDGE DISTANCE
P-HOOK CONCJCMU / - IX 0E
ANCHORTYP., SEED 15
ANCHOR NOTES & TABLE
A SHEET 1 2.693- MIN.
(PESO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK MR USE WITH BOX SILL RISERS
Kp PARTS#19.4
21.#23 OR #25,
CONCRETEINSTALLATION EXTERIOR
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FOR WATER RATINGS) ONLY
ANCHORAGE DETAILS
SERIES 770ALUM SGO - LM IMPACT
n..
® scaTm NTS 14 + 22 PGT0730
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE& SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1. ,
SHEETS S-B FOR
REQUIRED P-NOOK
AND P-HOOK
MOUNTINGADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9,
PRODUCT REVISED
as comp) in9 wia th. Ro d.
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CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'AW &'AC,�
NOTES: SHEETS 12 & 13
7j SEE SHEET 17 FOR INDIVIDUAL
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APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6A FOR MAX
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
O EACH LOCKSAT
TILE, LOCKING INTO
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ORASTRAGAL
3) PLEASE SEE APPLICABLE
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SILL DETAIL'0', SHEET 18;
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'DW & De. SHEETS 12 & 13
X
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MAX UNIT
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TiW2X1FPF%
910.i2X1•FL 686glEW WIIYPE'F'TP
77
T1=39
10323TE We UNLIT
79
17351
6IM1
1' M BEAD
56
113W
01T3W
TATBEAOIFDEDPA74ELCLP
ST
173W
017M
WE, HEAD
M
1224
9TP247K
VNYL BULB WEATIERSTRIP
W
6174E
1745
MAE NC, I?X1/16• SGL SIDE ADH. TAPE, POLYETH.
100
B052
48052
ROLLER M. HOLE PLUG
1N
I.,
"BBUMPEM '
1M
JUS
I 71MB
WSTPLUO
1N
6180
78180X
1•KEEFER
1N
E53
TSOKEEP
SCREEN LOU KEEPER
105
7M 14
Bin"FMED
PANELOP-0•mNO
11
InS2
BIT352
FBED PANELPEFANEft-6�16°
101
1ma
7113E
HM40LE KD-NIERUR PAEED WIIHIHUMB TURN
1N
1740
71740
H4NOLE KR-RABEO EXfERDRHANGtE
1M
1731
]0162SN
HANDLE KIT- RE(ESSW N1ERER WITH THUMB TURN
110
17M
78178
IWNDLE KR-I1ELE6$m E#SLIER PULL
111
11NO4PPSIW
N0XWPKYKTE(-S.S.
112
123E
6rS10
VFW, 4'IDX.1r0-FN SEAL
1f3
iJ12
N000
.107•X230•FNSEAL
14
T10X115PPX
610X1-10
US
71NPPT
8/0xi.
Ile
nwax
N4-20xr s.s.
117
720XIfv
81420xl-1PC6.8. '
Me
ITA30
01733B
NDEGREEWRNERREC 11
119
1]33I
01]33i
WOEOREE DUiSDE COPNEfl ASTRAGAL
1211
1T33B
B11T330
WOEGREE NS�COW4ER ASTRAGAL
in
11352
8fI352
FO®PAHELPEFAWER I/B•
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 66-59. 66, 78, 84-99.
12l & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3116• MASONRY
ANCHORS ® 24• MAX O.C.
PRODUCT REVISED
an oompiying with the Florida
Bnmm.g G6e
NBA-Nn. 17-0420.12
IL
* No. 5870E
• .o
K Ft )S PARTS LIST '•..0...... c
INOIeo-1sW �4�77SAONAL- ENl
Cmr.fYANH�29e SERIES 770 ALUM. SGD-LM IMPACT 70,mll111`
0.v,pppeme m a+�4e+[ mnua a` ALYIAIM¢LER,PE
TOTS 20 +22 1 PGT0190 C P.Ep5N0.5
5.089' 8.562'
0.080'
1.211' 1.50r
0.081• (1)2-TRACK HEAD 10 4-TRACK SILL
(6063-TEAL) (6063-T6 AL)
6.198'
1.211'
0.081- O2-TRACK HEAD W/SCREEN TRACK
(6003-TEAL)
Las.s2e•
0.08W
1.s6r
09 3-TRACKSILL
(6063-TEAL)
7.106• 6.221'
0.080'
1.21 V 1.505'
r-m___i L
0.081• O3-TRACK HEAD O2-TRACK SILL W7 SCREEN TRACK
(6063-TB AL) (ww-TEAL)
9.14T
544;p
1.211'5
0.081' ` O4-TRACK HEAD 02-TRACK SILL
(6N3-T6 AL) (6063461L)
0.060'
1.514•
O.OBY
0.53r 0.760'
1260'
0.0.80' 1.516' 1.990"
(DFRAME HEADIJAMB SCREEN
12 FRAENSILL SCREEN
to ERAMEOS01-LOLNOREEN
(6063-T6 AL)
(6063-T6 AL)
(6063-TEAL)
REOUIRESMIN.#10 SMS
REOU83ESMIN.#10SMS
OR3fl6•MASONRY
OR3/16-MASONRY
SEE SHEET 17 FOR SILL RISERS.
ANCHORS Q 24- MAX O.C.
ANCHORS cQ 2A' MAX O.C.
C OFANN.2
W.
2-TRACK JAMB WI
15 SCREENTRACK
(063-TB AL)
5'
16 3 TRACK JAMB
(606346 AL)
+I 1.3fi'
1.872.
0.062"
1.019'
0.081'
SCREEN
4o STILE
(6063-T6 AL)
5.069•
�` LOW
t.993'J.�)f 0.062
02-TRACK JAMB
t4(6063-TB
SSICCRREE1EN
TOP RAIL
AL)
(6063-T6 AL)
17 4-TRACK JAMB
(6063-TB AL)
XTRUSIONS
ERIES 770ALUM. SGD-LM IMPACT
SOW
sco-77o N75 27 + n PGT0730
0.875'
1.993'
L 0.08Y
GSCREEN
46 BOTTOM RAIL
(6863-TB AL)
PRODUCT REVISED
m wntptyiep with the Flo44a
B.Il41e9 o c,
NOA-Ne. 17-0420.12
FAplm6ea Dam 0211712020
No.58705
ALYWMo3E6.P£
P.6Y5om
0.718• 0.83" 3.802" -- 3.802' 2304• 0.752' I I
0.76T L 0.885'
0.674' 0.795
0.062' 0. 0.062
0264° OA76' 0.233- 0.0fiY
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 11 26 P�1O0K 26 2e 30 P�1O0K FOR BOX RISER
SCREW COVER OTRACK O- OADAPTOR OCOVER 0.080'
(6063-T6 AL) (6063-T6 AL) (6063-TB AL) (6063-TO AL) (6063-T6 AL) (6083-Tfi AL)
.115"� - 2.3D' 1A88'
0
.080
830'
.080" 1.870'
.016' 0.
1.974•
°
2.44
3f 135°CORNER 32 135-WED MOUNT
(6O63-TOAL) (6063-TEAL)
Imo-- 3.979'
0.075
1.645'
0.12;
O (6003-TO RAL) ,
ASTRAGAL
B3-TO
1.003'
0.767'
0.050'
05 FIXED
PANEL CLIP
(6083-T6 AL)
.660' -1 I-�-
D.7D9
0.080°
FD(ED PANEL
.
foe RETAINER. 9116'
(6063-T6 AL)
4'
O.O6Y
1.600
3.125
O STANDARD STILE
(8063T6 AL)
0.281' - 4-
O HEAVY DUTY ASTRAGAL
(6063-TEAL)
r0.080,
1.719- 2,f
-.-10.863 U
8FXED PANEL
123 RETAINER. 7IS
(6063-78 AL)
0.133"t126
a
t3
61 HEAVYDUTYSTILE
(6063-T6 AL)
1.739' +)
O.O6Y 1.303-
1.888' I 32
0.326'
O.O6Y
INTERLOCK INTERLOCK
A'MR 85 SCREW COVER
(6063-TB AL) (6003 Te AL)
Imo-- 4.126'
0.062' 1.304'
.611° .485
�oas
GLAZING 7If 6'GIAZING 9/1SGLAZING
O TOP/BOTTOM RAIL ie m 91 PRODUCT REVISED
HEAD (I.G.) HEAD. FU(ED HEAD
(6063T6 AL) oa comet N altA M. Fiorltle
(6083-TB AL) PANEL 3-76A) (6063-Te AL) Boiltlm0lod90
(8063-TB AL) NDA-No. 17-0420.72
IA98' 0.13T 1.498"
L
5.621'
11B 90° CORNER RECEIVER
(6063-TO AL)
119 90. OUTSIDE CORNER ASTRAGAL
(6063-TO AL)
rfrrr. aFnurtascnm
5.621'
0.137
4°
120 90• INSIDE CORNER ASTRAGAL
(6063-T6 AL)
sco-m I NTS 1 22 + 22 I PGT0130
�, No, 68706