HomeMy WebLinkAboutNOASCANNED
BY
MIAMI•DADE St. Lucie County
MIAMI-DADS COUNTY
e - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 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 190` & 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 04/05117, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall 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
y'1Ytr Expiration Date: February 17, 2020
t Approval Date: September 28, 2017
Page 1
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 I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, 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
(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-5t"
Edition (2014) and FBC-6t" 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 01/19117,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5t" Edition (2014) and FBC-6t" 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° corners - L.M.I. approved
on 08/04/16 and expiring on 02117/20.
Jorge K 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 & S.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13DO.
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°A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, FOR ANCHORAGE DETAILS SEE SHEETS 6-14,
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETE FLEX AND AGGREGATOR NOA'S, ANSI/AFSPA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE,HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL.6001, FTL.6014, FTL-6015, FTL 6017, FTLS022, FTL-6023,
FFL-6024, FTL-6025, FTL-6028, FTLS031, FRH3033, Pn-0038 AND F R,7554
Tell C !1N CHFFTC d R A
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•ANW.ANNEAUSD
•H9'eHEATWRENG11KENED
T'^TEMPERED
'PVD' • MWTROSIFO0a PVB SYKUWJ AYAMERICA INC.
SG' =.CiN' 6EN}F}YGLASO BY KURARAY AME W C0.1NG
OF3IGN PRE83111if RATNG
IMPACT RATING
SEE TP9LE91,2 &3GN
SHE A.788
MTPDFORLARGE&SIAAIL
IMISSILE IMPACTRE&STANCE
ODDER/sTANDARDSUSEO;
.2017 FLORIDA BUILDING CODE (FBC), BIN BOOM
•2014 FLOR(DA BUILUMG CODE (FBC), 5TH E01RON
-AM 031
.ANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-AKS
.AISI 8100-12 '
.AISCS50.1B
INSTALL DETAILS..............12-14
ELEVATIONS .....................
16.18
PANEL! SILLTYPES.........
17
CROSS SECTIONS. ..........
18,19
PARTS LIST ....... .... _..........
20
COT.OFAUIN.
TABLE A
And,er
Group
An<Ma Type
Frame
Member
6ubAm4
No. Mo.
D/Mdnce
MITI. O.C.
Dmi nco
Min.
Embibli
Metal Thkima.
A
0121 B9 SM9,
(FyW kst, Fe SS kaD
91241068SMS,
(Fy9OIaLF, 110ke0
All
bauAmm Wne(SG-aM)
(VIW
71V
1.VM
6063-15Akvnboan
wr
will*
O.W
A389W.1
Y8•
9I16'
low
Or. 33 BLel BIW
we
Mir
0.048'(16 G.)
t/4' Sao AM.Getm®
Fre57 Nel, F,96 Bar
All
C Iata mM = Wh
1.1?
J'
Iyr
Jamb/P-heok
FOled Black ASMLSO
r
3•
r
Jamb/P-hcok
Iblbx'Blo<k MWCW
r
3'
1-V4•
All
Seimem PIN(SO =0.69
1"
1'
I-xw
B
#126MeI6M5 (Gl.6)
QI12SWISMS(layond
m.13 mabift N
All
s em Pine Gv0.55
BIB'
]/e'
Oballa Mnmmn
M
Mir
DAW'
AW sieel
JIB"
Mir
0i
Of. 33BIael StW
WW
Mir
0.045' is
G
1/4•Ea. UtbacoM-0
Fy, I94kal,F,pl"k.l
All
Cormrele (min. 2,86 kel)
1'
d•
fale'
Jamb/P-hook
Hali Black (ASTM C20)
1'Q.
A
1-
1N•EMO UVOCone
Fyte5 kal, F,p lTl kel
m0 ell
2-/Y
r
Jamb/P-hook
FBIetl BIaaN TM CBO
FBI.
24/Y
4'
"r
Jamb
Hollow Bbon ASTM
24TS'
E'
V44'
1-IId
D
1/P 41099 Dco QalePleaO
Fe•12i.0 tM, F,p 189.] M4I
F141,81,
H•atl/9H
ul)
Cancma' la 3.95 MI
r
1.14'
Jamb)Pimck
Lon<mle min. 3]5 to
1•
B'
W
1IA'
Jamb l P4mak
Iblmia Bbek STM C60
2I'r
r
4114•
All
6dM1M1a Ine 9G•0.88
1'
1'
hV0•
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE PROM MORE THA11ONE OF THE ANCHOR GROUPS ABOVE,
CH009E WE ANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES IN THIS APPROVAL.
3)FOR MELS UDs,TYPESAREAP MINFE
4) FORSTEELCK VALUES
MIN.FU=48KSI, MMFY•3] HOLLOW
5)FILLED ANCHOBLOCS VALUES MAYALSO BE USED IN HOLLOW BLOCK MINIMUM
3 THREADS
8)ANCHOR9 MUST BE OF SUFFICIENT LENGTH 90TNATA MINIMUM OF 3 THREADS EXTEND BEYOND METAL BUBSTRATE,
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS,
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-12' THICK. a ecmpl InB wleb lbe PlprlaR
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS 9ulmm0 �od.
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS HDA-t4°• 17-0420.12
DEPICTED AS 2XARE 1-12"THICK OR GREATER. IX AND 2X BUCKS Eapirpllpn Datp 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER ey
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mivm o roue on
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, NONSHRINK, NON-METALLIC GROUT,
MAX 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHTTO
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.
f + 22 1 P070130
No. 58]OS
EXAMPLE CONFIGURATIONS
MAX. TESTED UNITWIDTH
355-7116-@96'HEIGHT
300-1/4' @ 120- HEIGHT
NOM. PANEL WIDTH,
PER TABLES 1-3
MAX. UNIT /�L� i I ZLSy + Tw\ ` IS ` 111 ••,�..,
HEIGHT, �Cli9$/ Y �J �f'J Y /
96°OR 120'
7 wcKE
_r.r___
6-PANEL CONFIGURATIONS
i�--� MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 13
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
LOCATIONS USING DETAIL 'Jw','Je.'Kvf OR'Kd INSTALLATION.
EXAMPLE: 4PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)00(Xp, pXXXX OR XXXXP, OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 9O' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
`X' = OPERABLE PANEL,
'O" = INOPERABLE PANEL,
"p-= POCKET
DETAIL LETTER
W - WOOD OR METAL INSTALLATION
�_'d=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10. 126'
W PANEL HEIGHT= DOOR UNIT, HEIGHT -1.666"
MAX. UNIT
HEIGHT
PERTABLESip
�
vwxEr
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 13
MAX UNIT
fft
HEIGHT
PER TABLES 13
fYIi�EY-1 �F�ik�l`i�ki T�E1
Iown
w1
n
�n
1
m
.1.T
m
n
m
m
&PANEL CONFIGURATIONS
CER(.OFAViA63@16
I`
N
saa-no I NTS 1 3 a 22 1 PGTO130
PRODUCT REVISED
pa romp) In wII&I the 11.11da
Nola a0 �o�p 17-0420.12
6xplmOcn oats 02M7/2020
*: NO.687DS
"nnn.•
A. LVIMN$IER P.E.
P.EA S6706
GLA7ING DETAILS (G3
133A G4, 134A, G5 & 135A)
7/1 V NDM.
7/16' NOM.
1' NOM.
3/16" HS GLASS
I6 3/16° GLASS
3/16" HE GLASS
—
090" PV
.090- PVB
.090' SG
3/16° HS GLAS
3/16'HS GLASS
74 3/16'HSGLASS
76 WAIRSPACE 74
3/16° T GLASS
g2
02
_
83
FMERIOP
3/4'NOM. EMERIOR
3/4'NOM. 3/4°NOM.
12112
BITEGLAS
BLS
SITE
BMW NON.
1/4' HS GLASS
.OBO" PVB-
9/16-NOM.
1/4' HS GLASS
.09V SG-
E ERIOR
a
1" LAMINATED I.G. GLASS, TYPE G5
' NOM.
3/18' HS GLASS
.09C' P
3/16' HS GLA66
5116"AIRSPACE 6
PRODUCT REVISED
82
B2
89e�nemel�l"e�nwlm
the Fletltla
3/4° NOM.
3/4' NOM.NOA-N".
17-0420.12
OR GLASS
ptJFRipp
' GLASS
12412]PBITE
pa t,atlon Dace 02/772020
BITE
`Tf'
WWG48�N
ByFXIERIORMl81
81JO
64
9116" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES'
'ANN'=ANNEALED
'HS'= HEAT STRENGTHENED
'T'=TEMPERED
'PVB'=.090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
'SG' =.090- SENTRYGLAS®BY KURARAY AMERICA. INC.
SEE SHEET 16 FOR SPACER DETAILS.
c6Rr. orartxsx7ae SERIES 770 ALUM. SGD-LM IMPACT _
.n ".S 4 • 22 PGT0130 C A
GLAZING DETAILS (G6
G6A, G7
G7A, G8 & G8A)
1"NOM.
3116° HS GLASS
7/16' NOM.
3/16' ANN GLASS
1' NOM.
3110" ANN GLASS
SG -
.090° 3G
,090'
3/16' HS GLASS .090° Se 3l16' ANN GLASS
3/S'AIR SPACE 74 3/16'ANN GLASS T4 3/6'AIR SPACE TO
3116" T GLASS 3116' T GLASS
BY
03
83
3/4' NOM.
124127 3/4'NOM. -r-�-R GLASS 1241V 3GLASS
GLASS (� BITE
BYTE BITE E RloR
15MMOR a
50 78
7c
55
65
1" LAMINATED LG. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE 37 1" LAMINATED I.G. GLASS, TYPE GS
1' NOM. 9116" NOM. 1' NOM.
3/16' HS GLASS 3/16' ANN GLASS
.09D' SG 1/4' ANN GLASS .090' S
3116' HS GLASS WGLAJS
3/16'�GLASS
6/18"AIRSPACE 74 115/16"AIRSPACE 74
1/4' T GLASS 114"'_T GLASS PRODUCT REVISED
u...Plyingg yrllhthePMriBU83 83 BUIMIaB CMN0A-No. '17.0420.12
12a12T 3/4' NOM. ExTi2a12 314' NOM.GLASS GLASSe"plmn"n 0a10 02147/2020
B1TE BITE
By
FJRENOR
e1
E WO
MIUm- a Pro uct e
n
7e
65
fi4
66
1" LAMINATED I.G. GLASS, TYPE 36A
9116' LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE 138A
11p1uunyp
..
Licervs
Z*: No. 58706
•;*=
GLAZING NOTES:
= °
_9
'ANM=ANNEALED
'HS'- HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS
-p •' 8'�I�:' ��
%O •. 8
'T°=TEMPERED
'PVB'=.090' TROSIFOP PVB BY KURARAY AMERIGA, INC.
10107y, OCluy By
GLAZING DETAILS
'SG'=.090' SENTRYGLASFBY KURARAY AMERICA. INC.
7r7NMn
rmr. ovwrxrmue
SERIES 770ALUM. SGO-LM IMPACT
�S aaysr> c ,vo nw,voEs missxEEr.
rosmlonemn
.,.,,,.„ .,..� o-.+.m w.
ALYNN MILLFA.PE
.
� 1mlW14 _
wracxnW01O�e<semmniM0.
8001J0 NTS 5 +22 PGT0130 C
P.E.a 667f3
new r.
Design Pressure (DP) and Anchor Quanti0es Required,
Maximum DP forall sizes:
(for a0 approved configurations on Sheets 2 & 3)
+601.80 par
Foreomerestragal anchorage on w or 135' oornerundw, see shell ll
(Maybellmhodly Teble1A)
Door Unit Height
Table opain, le Glass Typos 3,
BD*
1.
80.
BB"
SA, 5, 5A, 7, 7A, 8 & BA and
69-7J8' DLO
73d/8' IXA
70k7/e' OLD
85d/8- OtD
the 681rlAsiragal Types shmvn
Anchor Group
Anchor Group
Mchor Gmup
Anchor Group
Joel.
A
B 1
C
❑
A
B
C
D
A B
C
I D
A
0
C
D
e Bi
+1
UrtN+I
ot.1Ur
+1
U+l
1 04+1
04.1
1
U+
24'
0
B
0
0
B
B
B
p.hook
0+7
6+7
g+7
8+7
7+B
7+6
]+8
7+B
]+B 7+9
AB
Aa
7+e
7+B
T+B
7.8
Haed16111
U+1
ON1
U+1
U+1
04+1
U+1
U+t
04+1
U+1 C4+1
U+1
0+1
U+1
U+1
C4+1
Gat
J
B
8
6
B
8
8
B
B
8 B
8
B
8
1 0
0
0
5
OLO
p-hotlr
6+7
8+7
8+7
8•]
7•0
7+6
7+0
7+6
7+0 ]+B
7+8
7r0
7+8
AB
7+8
7+8
S5
F1eaN3fl
C4+1
C4+1
C4+1
U+1
U+1
U+1
U+1
Urt
U+1 U+1
U+1
C 11
CAH
UN
U+1
UN
3B'
aO
Jemb
6
B
e
B
8
a
8
8
B 6
0
8
6
B
8
8
n.
P-M1vak
8+7
6+]
8+7
6+7
7+B
7.8
7.8
AB
AB 7+B
]•0
Ae
7+B
]+0
I+B
AB
HesN3111
UN
C4+1
C4+1
U+1
G+1
U+1
U+1
UN
CM1 UN
UH
U•1
U+1
U+i
U+1
U+1
4V
86'
Jamb
B
B
B
B
B
B
B
6
B B
B
6
0
8
B
0
DLO
p.heck
e+7
Br]
B+T
e+
T+8
]+B
T+e
Ae
A8 7+e
T•8
]•B
T+e
]+0
]+e
AB
Heatl/S01
G1r2
U+2
U+2
U+2
U+2
U+2
C; 2
Ur2
C1+2 0N2
C4.2
Don
U+2
GN2
U+2
U•2
48'
O1'
Jamb
6
B-
B
B
0
B
B
a
8 B
6
8
10
6
8
B
P-hack
6+T
0+]
8•J
0+T
AB
]+B
7+B
7•B
7+B ]+8
AB
]+B
AB
T•B
T+e
T+B
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114" SILL.
2) WHEN USING THE 2-V2' SILL, POSITIVE WATER DP IS 40.07 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE
TABLE 1A
3) 4', 3-11VAND 2412- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.11T 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.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE IA
SIII Height to Max. (+) DP
(Water InSNatim Rating)
SIII Riser Helghl
(+)❑eslBn
(Flat or Bog, eee
Pressure, psf
Sheet 17)
FIUSM1-1-12'
see note3
taw-2-11Y
+48.67
Medium-3-1r4'
+80.0
HI9h -4'
+80.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125
PANEL HEIGHT a
DOOR UNIT HEIGHT-1.866"
OH LENGTH
SI OH RATIOai
O O
L
OH RATIO = OH LENGTH
OH HEIGHT
Imedock
P-hook
Locknile III) Jamb
Straight ASVagal
Assembly
Lodatlle@
Straight Astragal
90'Astragel
Assemb
I=ks0e@
90'Astmgal
135'Astroeal
Assembly
LpnYstlle@
195-Astragal
Standard Silas
9�k-�
Standard Sale
Standard SunStandard
6Inside
Sale
Standard Astragal
Standard Stlk
^''I�
.J.�
Heavy-duty Stile
Outside Comer
Cv M' I I
Heavy-duty5tlle
Outside
Corned
Imtde
Corner
Heasq-dury5tlle
Inside
comer
Outside
Urner
HeaWEuty Stile
Part 960 (4)
Part p6D
Part a60
Part #60(Sule)
Parlp67(Astogal)
Partp60
Pan018 (Comer
Resolver)
A119 (Out)
Partp12011m)
Pt
parts#31 It 932
{Coln.&Fxtl Mount)
Part 961
CFAr. eFA=J12%2VB
6 + 22
PRODUCT REVISED
compl vvgg with the Florida
Building tlo
NOA-No. 17-0420.12
Expirogon oato 02/17/2020
* .' N0.58705
AAA6 P.E
P"59re9
TABLE 2:
Design Pressure (DPIend Anchor Quantities Required,(for agapproved configurations on Shame2&3)
maximum DP foralls1zas:+00/.60
Fareomele.bsgal vncftu 8 -n 00' or 1a5• comer urns, see sleet II
iMa, be BMNd by Tebie N)
Dear
Ms.
Blue Type. 4. 4A,
64'
80'
ee'
Off
100'
'
T.U.
eppree
to
] it
'DLO
.3-
0Lo
...] 8'
O
8/dl
O
tOYT/0'
v
OLO
71s,
0& IB'
OLO
ewlembes,al
8, 8A,
T, 7A
Types
8 & Mare the
shown below.
60-7W
AncMr
D O
Group
70419
nchor
0
Glop
Whar
Omup
An[e!
roup
[
! Gene
Amor
Greu
c.IGmu
An[s1Gmup
A
B
C
IT
A
B
L
D
A
B
C
D
A
B
C
D
P
B
C
D
A
B
C
D
A
B
I C
I D
A
I B
C
n
BB
coli
L1+
G•1
(A+1
G.
G.1
+
CB+1C,1.1
.1
C4.1
U.1
L4+1
C4+1
G.1
No
G1
it
Jamb
B
8
8
B
0
a
a
8
0
8
8
0
e
8
0
IB
ID
10
10
f0
10
10
10
10
10
10
10
10
10
10
10
10
2P
W
6.7
6.7
8+7
Ire
1.5
AB
7.0
7.0
]ae
T+BI1
7+0
7+0
1+0
7+B
B+B
0.0
are
B+B
0+8
8+8
w
B+B
8.10
9+10
0+10
0.10
0+10
9+10
0.10
0+10
P41BBN
Heedism
040
G+i
CA.1
G.1
04+1
C411
C4+1
C4.1
C4+1
U.1
UN
G+1
CA+1
C4.1
C4+1
CA.1
L4+1
UN
G+1
Grt
GH
Gr1
Url
G1f
GN
G+1
C4+1
LNf
UH
GN
CIO10
04.1
80'
Jemb
B
B
8
B
8
0
e
a
8
0
8
8
8
8
B
8
t0
10
10
10
10
10
10
10
10
f0
f0
10
10
10
10
10
DIED
PilppM
Bq
81)
er]
&]
NB
HB
1+8
HB
NB
1+B
T+0
i+B
T+B
7+B
1.6
7.8
B+0
0+9
&a
8+8
0+8
8+0
B+B
B+B
8+10
m10
0+10
8+10
9.10
wo
9.10
0+10
NeaNSlll
Grt
GH
UH
Gri
U+1
GN
G+I
GH
G+1
GN
GN
Gr1
CM1
G+1
L1+1
U+1
C4+1
UH
G.1
G.1
NO
CA+1
U.1
U+1
Urt
U+1
Grt
C4.1
Ua1
G+1
U+1
ce+1
Jemb
B
8
0
8
8
8
'B
8
8
8
B
9
0
8
8
e
0
1D
10
10
10
10
10
10
10
10
10
f0
10
10
t0
10
00'
Da
6N
0+i
Ba7
67
7r8
).B
T+6
7+8
7+8
7+8
7.8
1.8
7+8
7.8
1+8
7.5
.9
6.B
B+9
B+B
0.0
br0
e.p
&r0
BHO
BNO
Br10
BHO
BNo
BHO.
9+10
BH0
'g
P-hook
11aee/sBI
G•1
UH
U+1
GM
Grf
C4+1
U+I
GH
NO
U.1
LH1
U.1
G+1
Gr1
UN
G+1
GH
D1.1
GH
U+1
U.1
G+1
Urf
Gr1
GH
GN
U+1
GN
CSri
CSH
Gr1
GH
Jemb
8
8
0
0
B
B
6
0
B
ee
8
0
e
8
B
8
f0
10
10
10
f0
10
10
f0
10
10
10
10
f2
10
10
W
a
42-
"'
B.T
8+T
8.7
6+7
AB
TrB
).0
T.B
NB
7.8
7+8
>+0
7.8
T+B
7.8
7
B+B
B+0
0+9
B.6
0+B
B+9
B+B
&B
W10
8+10
BN0
BNG
9+10
BHO
8+10
0110
Phosk
H
C1+2
U+2
Gr2
C 2
G.2
G+2
CC+2
G+2
C 2
C1+2
G.2
C4+2
Gr2
Ur2
CN2
U.2
Gr2
U+2
Gr2
Gr2
L8+2
6+2
U+2
CH2
CB•2
C0.2
L 2
C6+2
C5+2
C6+2
05.2
C5.2
M'
Junb
jr
B
B
B
8
B
B
B
8
a
0
B
9
ID
B
B
a
f0
1D
10
10
10
10
10
f0
R
10
10
10
12
10
M
10
PJlaok
B.T
e.]
&]
B+T
AB
NB
T+0
)+B
1+a
)ha
]•0
AB
1+B
i+B
T+8
NB
918
B.0
&0
0+9
B+B
&0
B+B
0+0
BHO
8+10
BN0
BNO
Br10
W10
W10
9110
IbaNS01
C4+2
U+2
G+2
CA.]
C4.2
G.2
L112
CM2
G+2
01.2
C1+2
U+2
G.2
CA.2
U+2
G.2
69'
41
JemO
8
0
a
0
a
a
a
B
ID
a
e
6
10
9
B-
B
Not available in these sizes
P-0o0k
B+i
6+7
0.1
Br7
I+B
7r6
7+
+8
+e
r0
+0
AB
T+B
T.B
Ira
7+8
Heedusul
01.2
U+2
G.2
U.2
(pt+2
C,1+2
U+2
CI.2
04+2
Gr2
01+2
C4+2
LI+2
61+2
C4.2
C4+2
60'
0.0
Jemb
8
e
B
a
a
6
8
10
8
8
a
10
8
8
B
ran Winru-
P4mok
B0N
B•1
bT
0+l
T+B
]+8
7.8
7.6
HB
AB
]•8
i.0
T+8
)+e
7.8
AB
rvn wunrLR s,n wum ,.•oL�..+..•-•+„�.. �.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114' SILL
2) WHEN USING THE 2412' SILL, POSITIVE WATER DP IS 40.67 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', 3-114' AND 2-112' 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 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM). THIS CONDMON IS
NOT RATED FOR WATER INFILTRATION,
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR S12E TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED,
SIII HBlghtto Max. (+) DP
(Water Inetmtlon Rating)
SIII Riser Height
(+)Des�n
(Flat or Box, zee
Pmssum,psf
Sheet l7)
Flush-1-11Y'
see We
Low-2-1/2'
+46.W
Medium.3414'
+60.0
Igh•4"
+00.0
SEE NOTES 1,3
NOM. PANEL WIDTH-7'
DLO HEIGHT=
DOOR UNIT HEIGHT- 10.125'
OH LENGTH
PANEL HEIGHT-
x
DOOR UNIT HEIGHT - 1.866'
s
of OH RATI021
PRODUCT REVIBED
Z
CI
pe pompl M with Ne Flodtla
�D�a
L
6untlM8
NOA-No. 17.0420.12
[
explmn6n oa 02/17/2020
OH LENGTH
OH RATIO = OH HEIGHT
Zy
rmn,
Akin RURCTP IA 2+R Pnra AeoXMRIVn7TAAR
111CrVLLVYYIIVV JI
Int¢riad
ILC Rno, n-Ia
P-0aok
I- u, u,.... vim,.,..--.-,....-�
Lockshe@Jamb
Stralght Astragal
Assembly
L0colne0
Stmlght Astragal
so -Astragal
Assomlov
Ledml1.0
90'Astragal
135'Astragal
Assembly
LecwI.ED
135'Astragal
Heavy-duty Stiles
wrem
Heavy-duty5tue
Heavyduty5tlle
Heavy-duty Stile
Standard Astragal
Heavyduty5trle
Heavy-duty Stile
Outside Corner
Heary-duhy Stile
Outside
Corner�l
sold.
Heavydutybune
InMele
Corner
Outside
1 Neavy-dutyStile
Inslae Co
Comer
Corner
Partgbi (x2)
PartlI61
Part gfil
Part6fi1(Stile)
Partn67 (Astragal)
Part 061
Part ils(Comer
seat')B
Partg120 (InJ
wt#118(ln.)
se
parts 031(&932
(Cam.&Pxd Mount)
Partp61
8G 770 I NITS 1 7 • z2
* . No.58705
A.
AdLt 3:
DBSIDn Pressure (DP)and F Anchor QUan01185 Required, SVm1(for a6approved Configurations 11 a0ons on Sheets 283)
For comerashe;lal anchve9a an 90' or 736• tenet uNb, ere ehea111
Maximum DPehpwn below
1 pay be 0mtted by Table 3A)
Worst IH.hl
Table Is Gloat Typo 4, 4A,
60'
B4'
BO" 96"
in,
inh
ppa.
G. 6A, 7, 7A, 8 8 BA and the
9- /8 D
] LO
-71 DL 83 0
- /B° LO
9A] O
Sele/Asiregal typos ehwm DoleW.
Anchor Gtou
Anchor Grc
AmhorGrou Anahor Gmu
Ancho
Group
Anchor Oro
A B C D
A B C D
A B C D A B C D
A B
C D
A B C D
i7'
Des nPrasauro
Xe0415®
H-B0.0 I
C4+1 C4+1 C4+1 coil TA+1 GN C4t1 GN C4N C941 C4N Cott C4{i CI{1 C4t1 C411
C i GIN
9t
CNt C4+1
+. fl
W+1 C , Cost C4+1
�,
DLO
Jemb
8
0
0
B
0
a
B
0
B
B
B
8
B
B
B
B
10
10
10
10
to
10
iD
10
P4mpk
W7
6+7
8+T
5+7
T+B
I
740
7+B
74B
7+B
7{B
]a8
74B
NB
]!8
7+8
849
849
8+9
ass
8+9
B+9
8e9
8+9
W nPloaaure
+A90.0
I
4/412.Bpfi
t/-70.0
of
23•
Hea013B1
C4+1
C4+1
C4+1
C4a1
GIN
CAN
C4+1
C41
C4+1
04+1
01+1
C4+1
04+1
04+1
04+1
CAN
C4+1
Cot
C4+1
CAN
G+1
GN
C4N
C4+1
DLO
Jamb
P-hock
0
0+7
B
6+7
8
B+7
B
6+7
B
7t8
8
NB
8
T+B
B
NB
10
Tu
B
]+0
B
100
B
7+a
f0
T+0
8
riB
'a
7+0
a
7+0
10
at9
10
8+9
10
1 8+9
10
1 0+9
10
1 8+9
10
8491
10
S
10
8+9
Des nPrearure
+A9p.0
pal
N412.8
r
+l-7&0
ff
b'
H9a015111
C4+1
C4+1
G+1
G+1
CAN
G+1
C4+1
G I NO
Ott
CAN
C41
cast
C6a1
CAN
CON
05+1
C5N
C j
CAN
C6+1
Will
CHt
C4N
DLO
Jamb
10
B
B
B
10
8
8
B 10
8
0
0
12
1D
0
B
12
10
10
10
10
10
10
ID
P41ook
6+7
6+7
6+]
6a]
NB
]+0
NB
T+8 7t8
]!B
7+8
T{B
ea9
8+8
B+9
819.
B+e
8!9
8+9
Bt8
8+9
E+9
a+9
IBa9
Design Pressure
+AK ps/
+1-8Z5
Psi
+7-740
Par
W.
Hwdl9ln
00to
C442
C4+2
CA+2
C4+2
C9+2
C4a2 C/+2
C642
L5+2
CB+T
C6+2
C5+2 05+2 C5+2
C5+2
C6+2
C6+2
C5+2
C8+2
CG+2 CBl2
C6t2
CB+3
4Y
DLO
Jamb
to
e
1 e
9
I 10
i
e
B
12 10 B
B
12
10
10
10
is 10
1e
10
P-hank
7+5
i 7+B
1+6
i 74B
7+8
748
]+B 7+0
8+9
8+9
0is
8+9
5+9 0+9 B{9
Bt9
0+9
B!9
8+9
B+B
8+8 848
8+9
B+9
41'
DLO
&LIgn Pressure
Heed/Sol
Jamb
C5+2
10
Cf1+2
a
C,I+2
B
C4+2
a
05+2
12
+1-ouuper
C6+2
10
C9+2 C5t2
B 8
C6+2 C6t2
12 10
C6{2 C6a2
B 8
C6+2
14
C8l2
12
2
8
CN2
B
C6+2
14
C6+2
12
C8+2
10
CS+2
10
C6+2
td
10
10
Opsl
C5+2
10
CSt2
10
P400k
NB
]+B
7t8
T+B
8+9
B+9
8+9 849
8+9 19
849 8+9
BNO
9+10
10
9+10
9+1p
9+10
9N0
9+10
9410
9+10
W10
91,10
NOTE A: +/-30.0 PEP FOR GLASS TYPES 4,�A. B, BA, 7A, a n ux, *la/.1 tutt CLASS TYPE r
EXAMPLE ON SHEET 9
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 PS MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER
DP IS 60.0 PEP MAX. WHEN USING THE 4' SILL, POSITIVE WATER OF IS 00.0 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 1-1/T 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 FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR S172 TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ccTC 91 A 99 FOR PART 111MFNSION
DLO WIDTH -
NOM. PANEL WIDTH - 7'
DLO HEIGHT =
DOOR UNIT HEIGHT-10.126'
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866'
ANn SHEETS 18 & 19 FOR ASSEMBLY DETAILS
IMthULLVWIINV
Interlock
P-hook
lockstlle®lamE
S[mlght Astragal
Assemblµ
LOda01e@
SVaight Psbagal
_....-.. _...
90'Asvagal
AssembN
L4cys01e�
90'Astragal
135-Astmoal
Assembly
IOckorle®
135'Astragal
Heavydury Stiles
Heavy-dutystile
Heavy-dutystue
HeaslLddy Stle
Heavy-dutyAstragal
Haawdpry501e
.
He3vy-dury5tile
outside Corner
C°
Hh.ydury Stile
Outside4corM4
C°mar
Heavy-duty Stile
Heavy-duty Slle
,
rytComrInside
Pan 461 (ID)
Part B63
Partq61
Part 961(SOle)
part #69(Astmgal)
panuli
PaKPong 19((Corner
Recelver)
Part tl119 (out)
Part0120(In.)
an 061 il
Paris 031(&sH32
ICom.&FMd Mount)
Partp61
War GFAIRN 69i1
600.770 I NTS I 8 a 72
TABLE 3A
Sill HelgI'd to Max. (+) DP
Ibuu)
(Water 1116111efn. R
SIB Hear Height
(+)Deal9n
(FIM O B°g, see
Pressure, pet
Sheol 17)
Fluob-l-1/T
sea mte3
Lmv-2-171'
+48.87
Medllan-3-1/4'
+80.0
High -4'
+gp.B
SEE NOTES 1�3
OHLENGTH
8
OH RATIO z 1
0
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
...... with the Fl°ddu
a4Ddln9 •-O.
NOA-No. 17-0420.12
j * i ENO- 5877005 'p
A LYMI a11LLEK P.E.
P1950705
NOFRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF;
JAMB (9)P-HOOK ANCHORS,
:SQUIRED@ (PERPENDICULAR TO GLASS
EXTERIOR PLANE) SEE TABLE 2, SHEET
POCKETS AND
SEE POCKET (10) P-HOOK (--------
JAMB MOUNTING s^MAX.
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY
& SHEET 14 BETWEEN P-HOOK
ANCHORS &AT 3"
FROM TOP & 14' MAX. D.G.
BOTTOM Q
MAX. TO OPENING
:OGE OF POCKET SEE I�
INSTALLATION
DETAILS'JC'&'Kd,
VD PANEL SHEET 14 & PART
NHORAGE DETAILS'J'WK. I a j®j
ANCHORS) SHEET 19 FOR 18 "J
P-HOOK M_AX.
ANCHORS°,,,
SEE"C5'CLUSTER MAX.UNDWIDTH — SEE"C5" CLUSTER DETAILS,
TAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
INTERLOCK CLUSTER,SEE
\ 48"NCM. DE TAILS, SHEET II
! \I PANEL WIDTH i
(SEE SKETCH BELOW) 2"
&- Lim., TYP. '-2- AN(
VE ANCHORAGE ANCHORAGE ANCHOFAGE
1 2.04"
EXAMPLE•6-PANEL 2 TRACK DW OUTSIDE CORNER-DXXIXXO- EXT. MOUNT POCKET ANCHORAGE PLAN: --T
48"x96"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 6)
CENTERLINE OF '-"'-""---' - y 21"
'INTERLOCK HEAD &SILL: B°MAX. FROM FRAME CORNERS. #* MAX
SEE"C6"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C.
-DETAILS, SHEET IO TABLES, SHEETS 6-8 AT EACH INTERLOCK AND axreawmoFe naeuei r
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHDRS ATTHe MDPOINT OF END pANFLs aRe aNLr 1
PLUS SPECIFIED QUANTITY OF ADDITIONAL 6"I"IMI)IFTHEQC.DISTANETOWENEXTANCHOR I
+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLsrERISOVERz OTHEROXIIANOHORSARRNOT L
ADDITIONAL ANCHORS 20O.C, MAXIMUM. REQUIREDATTHEMIDSPANMPERTMROUREABOVE:
e"MAX.
CEN7ER
$ & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR
OF PANEL
2 D.C. (P-HOOK) UTILIZING ANCHOR D QUANTITIES M APPROPRAITE TABLES, SH)EETS". SEE
HOR
OFPANEL 2
P-HOOK ANCHOR DETAILS ON SHEET 14,
"ANCHORAGE
REQUIRES �"+2 ,.,,, SEE "C5"CLUSTER ....r. 11.. END PANEL
SEE "CS"CLUSTER
DETAILS, SHEET 10
FORASTRAGAL
4 PAIRS OF
ANCHORS
% 21 MAX. (TOTAL B
ANCHORS)
0.1 PER JAMB
x (SEE JAMB
DETAIL
BELOW)
`✓ ANO PANEL
B°MAX. SKETCH BELOW)E
-.-. 6KETCH BELOW)
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
PRODUCT REVISED
as complXlpd wItb 1M1e Florida
DondlnB co
NOA-No. 17-0420.72
BcpI. iop Daty02117/2020.
*: No. 69706
JRn Ob9SN7 C LORREC/EDEXAMPLETO UPMTEDANCHORVALUE3. CERP OFAVO n1P1BBI 11 l SERIES 770,4L UM. SGO-LM IMPACT "AAA 4AL
1lRMLL P.E,
I*WIW14 " scD.np NTS B 122 PGT0130 C PEnsaras
6" DAG,
ASTRAGAL OR SPLICE LOCATION 2.04"
ASTRAGAL OR I�SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK--t`IF NEEDED 2.04"
INTERLOCK -••-I IF NEEDED INTERLOCK-7 CONDITION, USE CENTERLINE
CENTERLINE I CENTERLINE 'Cfi°CLUSTER DETAIL) 176"
3.5" T' 7" 3.6" y 21°
1.75" . D MAX.
4° O.C.
2.04" 2.04" 2P
1 2.04. F f F 5.64° MAX
4"DIAG• 7° 3.fi" O.C.
WERI R 3.5" 7• EXTERIOR 7" EXTEWp0. T"
TT''II n Vn_ 0' MAX.
V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAWSILL 2-TRACK FRAME HEADISILL
@U EWHALORIIJTERLR Z-A—SMAGAL WHERE 6INTERLOCK ® ASEWIltLOR INTERLOCK �2-gpACK L
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6° MAY.
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, "CS-) ANCHORS ARE REQUIRED, 'CO-) ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4-IF NEEDED
CENTERLINE I
3.5'
4.0V
E ETTLLOR "
V 3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "1347
ASTRAGALOR
INTERLOCK-• IF NEEDED
CENTERLINE I
IT--�-- 1.15"
--�1 F-- 3.6"
E%TERbR
V
(FOR SPLICE
CONDITION, USE
"CB• CLUSTER DETAIL)
4.08'•
EXL�E-RIIOR {-�- i''-'- 4" DIAG.
V 3-TRACK FRAME HEADISILL
@ ASTRAGAL OR INTERLOCK .
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR II (FOR SPLICE
INTERLOCK�-I CONDITION, USE
CENTERLINE ! "C6. CLUSTER DETAIL)
^iI 3.5" 1---
� 4"
' N R E)MLIOP 4-- 7-
--�I
44RACK FRAME HEADISILL ID 4-TRACK FRAME HEADISILL
@ ASTRAGAL OR INTERLOCK fl ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CV) ANCHORS ARE REQUIRED,'C5')
OERX OFAUM MAM
1
2.04"
Y
Ex-
3.5"
r
2.04"
3.
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
CLUSTER
(USE WHERE 0 CLUSTER
ANCHORS ARE REQUIRED, "CB°)
ASTRAGAL OR (FOR SPLICE
INTECLLCCc CONDITION, DO NOT
USE THIS DETAIL)
4'
4-TRACK
6"DAG. FRAMEJAMB
ANCHOR PAIR
2 04"
ANCHORS MAY BE INSTALLED
21' EITHER IN THE EXT. OR INT,
MAX, TRACK(INT. SHOWN)
O.C.
NOTES:
664" 1.ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
0' MAX 2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 8.
'TRACK FRAME JAMB
ANCHOR PAIR PRODUCT REVISED
mpl hit with the Florida
FOR SPLICED euliame �odo 17.0420.12
CONDITIONS ONLY: NOA-No.
SPLICE LOCATION EXplmtlon Da 2/17/2020
F NEEDED
71EY__•__._.._..—.-
4 3S" 1— -..
4-TRACK FRAME HEADISILL
a n57p AGAL Oft INTERLOCK
(USE WHERE 8 CLUSTER ANCHORS ARE REWIRED,
WITH & WITHOUT SPLICE CONDITION
10 + 22 1 PGT0f30
\\11111111f77
``.�Y��.. • OEN N��C '''i
No. 66705 •'P
D
40
1, ONAL 6N.``�•
lslll
A. LYM MILLER P.E.
P.E.# 58705
� ��
I
il, b ��j14 �i., ��
INTERIOREXTERIOR TERM DIAS. ff�%'
I I --�i 3.5'1
2.04- J EXTERIOR
4"
INTERIOR f\
4.08'
1 6.12'
4.. 3.5' + 3.E 4" °a2'ANCHOR
2A4° 7' 2.04' E%TEwOR 4° 2.04' RI R 8.94°
EX ERIDR
2.04' 4°DIAO,
90- CORNER 135' CORNER 136° CORNER °
2-7RACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HE 3,5° 1
(USE WHERE S OR B CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE
9 ANCHORS ARE REQIIIRED,'CB•) ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'Cfi') f OF PANEL
EXTERIOR INTERIOR
4.08" •+1°ANCHOR '+3'ANCHOR
INTERIOR Z41"
7- 135' 2.04' 4-DIAG.
EXTERIOR
.3 1
4.08' 7'
5.37' D AG. 7° CENTERLINE
CENTERLINE �—OFPANEL
35-LDS I 4' 35' .{� 011 2-TRACK FRAME HEAD/SILL
RIO T° �\ E OR 7° 4° IN a0a ON --- INTERMEDIATE ANCHOR LAYOUT
90° CORNER 136' CORNER
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL
CX ANCHOR CLUSTER REQUIRED ('CS' ANCHOR CLUSTER REQUIF
ATALL3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
IMERIOR .8.12'
2.04'EXTERIOfj5.8g_[WERIOR
INTERIOR
T
EXTERIOR r
906 CORNER
4 TRACK FRAME HEADISILL
('CB° ANCHOR CLUSTER REQUIRED
ATALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON M
2. DETAILS DEPICT ANCHOR QUANTITY AND S
IDENTICAL FOR EXTERIOR OR INTERIOR COR
WOULD BE
ceer.a�.tuTN>BPeae
,.mmmnem. .
EXTERIOR
ALL
n VIEWS
2.04°
L
4.08'
A- niAa
EXTERIOR
#*�q
3.5'
CENTERLINE
204'
�OPPANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
TRIES 770ALUM. SGD - LM IMPACT
,�.N.
scnsm NITS 11 + 22 POT0180
PRODUCT REVISED
Bu11dInB Q1 wIth th. Florida
NOA-No, nd 17-0420.12
EXPIlaBPP Bate 02/17/2020
*: No. Ee7O5 r
N
INSTALLATION DETAILS f
EDGE DISTANCE: 1
SEE TABLE A, SHEET 1
2.V16°'
E% RIOR 1/4°
MAX
-....�...,.. T SHIM e%TERIOR
2XWOOD WOODANCHORTYP.,
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE3,SHEETI STABLE A, SHEET
®2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEEANCHORNOTES
& TABLE A. SHEET 1
SEEANCHOR
NOTES, SHEET
1 (1/4' MAX.)
2X WOOD
TYP., SEEANCHOR
NOTE 3, SHEET 1
ez_ (eT �RRTL I
` 2.1116=DISTA�NjC�r:
EDGE
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
~
TABLE A, SHEET
2%WOOD
EDGE DISTANCE:
TYP.. SEE ANCHOR
SEE TABLEA
SHEETI
NOTE 3, SHEETI
102-0116"
&TABLEA,SHEETI `
EXTTETPIO
VR
1/4-MAX. SHIM
2-TRACK FRAME JAMB
ow WOOD INSTALLATION
EMBEDMENT: SEE TABLE A SHEET 1
EDGE DISTANCE:
~~I— SEETA:5 E A, SHEET 1
114"
MAX.
SHIM
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
2-1H6"'
— 1!4'
r MAX.
® _.& 1 SHIM
2XWOOD /WOODANCHORTYP.,
METALTYP.. SMS ANCHOR TYP..
TYR, SEE ANCHOR LSEEANCHORNOTES
SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEET 1 & TABLE A. SHEET 1
NOTE 4, SHEET 1 S TABLE A, SHEET 1
®3-TRACK FRAME HEAD
® 4-TRACK FRAME HEAD
Bw WOOD INSTALLATION
METAL INSTALLATION
WOODANCHORTYP., ' 2KWOOD
SMSANCHORTYP., METAL
SEE ANCHOR NOTES TYP., SEEANCHOR
SEE &TABLE A, SHEET 11 NOTE 3, SHEET
SEEANCHORNOTES SEEAN
SEE &TABLEA.SHEET1 NOTE 4,:
ANCHOR hf44 pA,g/ NN p ANCHOR
im &q
(lPr MAX)
E<Teao
�` z-v1e°•
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
(114" MAX)
2-1/16••
4-TRACK FRAME SILL
METAL INSTALLATION
OF 3 THREADS BEYOND
METAL SUBSTRATE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL ORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
OR V (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET i
--T
a mplylne y.•IN the Flurlm
EMBEDMENT: SEE
r
Null Getlo
ROA-No. 17.0420.12
TABLE A, SHEET 1
EDGE DISTANCE:
Eavirp0on Date 02117/2020
SEE TABLE A,
METAL TYR,
SHEET
By
E DISTANCE:
SEEANCHOR
Mla -oa ro uatControl
ETABLEA,
NOTE4.SHEETI
2X WHORCOQSHEETI
TYP., SEE ANCHOR
21116'•
NOTE 3, SHEET 1
t2-1116-
SMS ANCHOR TYP.,
'
SEE ANCHOR NOTES
'
&TABLE A, SHEETI
W000 ANCHOR TYP.,
MIN. OF 3
I I
SEE ANCHOR NOTES
THREADS
NCEN
B TABLE A, SHEET
ezTenl
BEYONDTHE
E%IERIOR
F7
METAL
`` UCENSF •
7/4°MAX SHIM
V
SUBSTRATE
•tn
No.53705 •P
1/9°MAX.SHIM
F+—
*,
cFxr. cm,lurRsmyao
St m
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET i
EMBEDMENT: SEE TABLE A SHEEP I
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. AL DIMENSIONS
CONCRETE
EDGE DISTANCE: SEECONCETE
SEETABLEA,SHEET1 CONCRETE
SEE TABLE A, SHEET I
SHOWN ARE BASED
PERTABLE
TABLE A SHEET 1
21/16"° PERTABLE
2.1116— PERTABLE
2-1l18°'
ON MM. ALLOWED.
A, SHEET
A, SHEET
A. SHEET
, - I/b°
• DIAGONAL O.C. IS
E �'�
r "r MAIM
MIN4'(AMR)SSILL)
ER[ ,
.�
TI
.: I
1
� 1 r
I
.I SHIM
ORB°(JAMB)SEE
DETAILS, SHEETS
EMBEDMENT: J
1/4`
1/4' TEERRII MAX. ENT( IIOR
10811,
9EE TABLE
SHIM
SHEETI
PROPERLYSECUREDIX
SHIM `3
CONCRETE ANCHOR TYP.,
PROPERLY SEGUED IX CONCRETE ANCHORTYP., PROPERLY SEGUED IX CONCRETE ANCHOR TYP.,
SEE NOTES&
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE SEEANCHCRNOTES&
ANCHOR
WOOD BUCK TYP., SEE ANCHOR
NOTE 3, SHEET I TABLE A, SHEET
ANCHOR NOTE 3, SHEET I
TABLEA,SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEET
GAIN
NEIME D
COCETNTALLATION
® NCRFRAME
COETTA
NSLAT
ION
CONCRETE
C
CONCRETE ANCHOR TYR,
SEE ANCHOR NOTES &
TABLE A SHEET 1
SEEANCHOR
NOTES, SHEET
I (1/4' MAX)] y
LY SECURED 1X
SUCK TYP., SEE
NOTE 3, SHEET'
TENOR I :;;.:..: q';'.. .....
YL, 2-1/78"
EDGE DISTANCE: C
SHEET 1
(1/4°MAX)
EXTERIOR ?;
2-1/ifi'•
SEE TABLE A, SHEET 1 PERTABLE
EMBEDMENT: SEE TABLE A, SHEET I A. SHEET
2-TRACK FRAME SILL
Dc CONCRETEINSTALLATON
IOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
NOTES 8 WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYFI SEE
SHEETI ANCHOR NOTE 3, SHEET I TABLE A SHEET ANCHOR NOTE 3, SWEET
SEEANCHOR
NOTES,
SHEET II—
EXTEROR
1�3CONCRETE
—.-I 2-1110" ( PERTABLE
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A SHEET 1
3-TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I
EMBEDMENT:SEE CONCJCMU ANCHOR
TABLE A, SHEETI --I TYP., SEE ANCHOR
ERLV SECURED % EDGEDISTANCE: NOTES&TABLEA
ERLYSE UREO e' SEE TABLE A, SHEET
)DDBUCSHEETI
SHEET 1 I
ONCJCMU ANCHOR'�2-1/10"
TYP., SEE ANCHOR
NOTES &TABLE A, CONCRETE
EXTERIOR SHEETI ORCMU
V 1/4° MAX. SHIM 6'-- PERTABLE
A. SHEET I
Go C
2-TRACK FRAME JAMB
ONCRETE/'MU IN
PROPERLY SEGUED
1X WOOD BUCK TVP..
SEEANCHORNOTE 3;
SHEETI
INTERIOR
V 1/4° MAX SHIM +� He H.—
3-TRACK FRAMI
CONCRETE/CM
IOMTEOLYato vs*`
NVEMC&n9
Ip+Oaeafem
CEM.OFAVIH.IIY�'pG
2-1/1S"'
CONCRETE EDGE DISTANCE: I
PER TABLE SEE TABLE A, SHEET 1
A, SHEET • EMBEDMENT: SEE TABLE A, SHEET
CONCRETE
4-TRACK FRAME SILL
o CONCRETE INSTALLATION
EMBEDMENT: SEE
_I
PRODUCT REVISED
TABLEASHEETI
as plYY12e, with me Fl.4la
NOA-N.. 17-0420.12
EDGE DISTANCE
M"ITaa.n oat. 02/17/2020
SEE TABLE A.
PROPERLY SECURED
SHEETI
By
BUCKTE3.
mlam um centm
SEE ANCHOR NOTE 3,
SEEANC
SHEET
CONCJCMU ANCHOR
T);' SEE ANCHOR
NOTES & TABLE A.
URUMU RIO
PERTABLE PP77
A, SHEET 1 V
1/4' MAX SHIM
sso-no I NTS 113 a M
CONCRETE
11pU Ull,
`ORCMU
PERTABLE
�`�Q ......,
'� '•UOEN,gF
A, SHEET
��
* . Na. 58705
JAMB
=v
INSTALLATIONWTI
71O ,Q
i�(C�ss F(OflIOP-.
�'((g0NALIE
PACT
ALYNN,
R.EX was
PGT0130 I
we
C
B
INSTALLATION DETAILS
FRAMEJAMS
REQUIRED ATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLEASHEETI P-HOOK MOUNTING ADAPTER WATER
INFILTRATION
WOOD ANCHOR TYP..
o - SEE ANCHOR NOTES
EMBEDMENT; & TABLE A, SHEET 1
SEE TABLE A, (ALSO SEE TYP.
SHEET I ILLUSTRATION, SHEET 9)
DISTANCE: SEE
BLE A, SHEET EMBEDMENT:
20 — SEETABLEA,
Exrewoa SHEETI
PHOOK W0 DANCHORTYP., p-HOOK /
SEE ANCHOR NOTES CONCRETEOR,/
8 TABLE A, SHEET . CMU PER TABLE
(ALSO SEE TYP. 2.69W MIN. A, SHEET
ILL USTRA170N, SHEET 9) EDGE DISTANCE
. ® P-HOOK FOR USE WITH FLAT SILL RISERS
•�'� PARTS # INSTALLATION
24.
WOOD INSTALLATION EX(ERIORMOUNT SHOWN
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FORWATER RATINGS) INTERIOR CONDITION
METAL TYP..
SEEANUHUK
NOTE 4, SHEET I;
EMBEDMENT. SEE
r-nwnrvlwiv nm CONCRETEOR
ADApTERSMS CMUPERTABLE,
MIN. OF3THREADa
TABLE A. SHEETI
ANCHOR TYP., SEE
A•SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
& TABLE A, SHEET 1
EMBEDMENT:
ALSOSEE 7YP.
SEETABLEA;
EMBEDMENT:
ILLUSTRATION,
SHEET 9)
SHEET 1
SEETABLEA,
DISTANCE: SEE
SHEET
_
EA, SHEETI
P-HOOK SMS ANCHOR E! o
SEE ANCHOR NOTES J n
&TABLEA, SHEET I V
(ALSO SEE TYP. 2.093" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19 #21 023 OR#26.
METAL INSTALLATION EXTERIOR
(SEE TABLES IA 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
C =OFAM#T9S94
EDGE
DISTANCE
ANCHOR NP., SEE
ANCHOR T
;R—TABLEA,
2D
ANCHOR NOTES &
SHEET I
'; ";"' `': • `' '
1.1/4` MIN. EDGE DISTANCE
"` ""+•�'""
P-HOOK MOUNTING
ADAPTER CONCJCMU
",ty.,:.`•�ry �(.c�,:'
ANCHOR TYP., SEE
`'�'�'"'"�• "'' ......""
ANCHOR NOTES&TABLE
EMBEDMENT: SEE
A,SHEETI
TABLE A, SHE
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY
SILL RISER
PARTS#18 #2D.#22 OR 024,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOKMOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TASLEA,SHEETI
ANCHOR TYR, SEE
.. .. ... ........•. .•,..
ANCHOR NOTES&TABLE
NOTES:
1. 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 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOROUANTMES.
ALSO SEE EXAMPLE
ON SHEET 9.
TYR PRODUCT REVISED
ION, SHEET 9) complvyin6g with tha Florida
Bnilding Codo
Nop-xo. 17-0420.12
1.1/4- MIN, EDGE DISTANCE
P-HOOK CONCJCMU �'
EXTERIOR
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET 1
2.893' MIN.
(ALSO SEE TYP.
EDGE DISTANCE
'
ILLUSTRATION, SHEETS)
\p\IIIINII
P-HOOK FOR USE WITH BOX SILL RISERS
v\ i�;
`aa'l�..•.......... 41/
Ko PARTS#19 #21 #230R #25,
j UCENyF •.
CONCRETE INSTALLATION EXTERIOR
Qr
(SEE TABLES IA,2A&3A MOUNT
*. No. 6870E 'P
FOR WATER RATINGS)
%AO�' STATE F� '••:
—r��p ,��
ANCHORAGE DETAILS
%,FSS'FCO?!R^- •G\�4.�
\
l �
SERIES 770ALUM. SGD-LM IMPACT
I III ,,
I\\ �LLI
�ww
ALYNNMLLERPE.
dco-no I MS 1 14 + 22 1 PGT0130
CONFIG. EXAMPLES
MAX
UNIT
WIDTH
MAX. UNIT WIDTH
HEADER DETAIL'A',
MAX
NOM. PANEL WIDTH
SHEET 18; INSTALLATION
TYP. PER TABLES iJ
DETAILS'AW' &'Ad.
INTERIOR
SHEETS 12 & 13
'�
NOTES:
EXTERIo
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
-
00'
APPLICABLE. SEE DP/ANCHOR
PANEL
rANE
PANEL
CORNER DETAIL'N2',
MAY,
PANEL
TYPE
TABLES, SHEETS 6.8 FCR
TYPE
'OS'
TYPE
SHEET I9&CORNER
PANEL NEIGHTAND WIDTH. SEE
'q'
TP
ANCHORAGESHEETII '
'
SHEETS 18 & 19 FOR SECTION
NOM.
M1iAX. UNIT
DETAILS AND SHEETS I2-14 FOR
DETAILS.
MAX
f
PApIEL
/
MAX HEIGHT
DLO PER
INTERLOCK DETAILINSTALLATION
V.8
M'. SHEET 19
PANEL
WIDTHTYP
HEIGHT
2) (1) LOCK (ITEMS 75 & 107-110) AT
HEIGHT
SEE
PER
TABLES
EMERVR INTEMOR
EACH LOCKSTILE, LOCKING INTO
NOTE2
TABLES I3
1.3
KEEPER(ITEM 103) AT FRAME JAMB
OR ASTRAGAL
(j
,yr�
JAMB DETAIL'GT SHEET
18; INSTALLATION DETAILS
3) PLEASE SEE APPLICABLE
L
}(
�,(
ASTRAGAL Is INTERLOCK
X
X
'Gy! &'Gd, SHEETS 12 & 13
COMBINATIONS PER DPlANCHOR
TABLES.
DLO WIDTH - NOM. PANEL WIDTH -7"
B0,
OLD HEIGHT =DOOR UNIT HEIGHT - 10.126'
SILL DETAIL'0', SHEET 18;
PANELHEIGHT=DOORUNIT HEIGHT -1.886'
INSTALLATION DETAILS
EXAMPLE:
90°INSIDE
CORNER
4 PANELS-X(1XX
'DW & Dd, SHEETS 12 & 13
—sILI oNE
.—HOTWFLT BUrk
PANEL CORNER FRAME CORNER
DETAIL DETAIL
Part#
Description
Materiel
124
Komme01n948G TIPS Spacer System
125
Ouenex Super SpeceT TLYT with HM Meit Butyl
gee this
Sheet for
126
Ouanolt Duraseal Spacer
Materiels
127
Cardnal )a. Edge Spacer
F(tl'tXENVt It3111CYVtt, J: �IYCl1 /, oam noary
STRUCTURAL
STRUCTURAL SILICONE
PMYISOBUNLENE lle NOM. FOAM
DESI WITH CCANT WRN
DESICCANT
gumnsigg
_dmF
IF �
IS PRODUCT REVISED
Ps [ompiy� g 115 th. FI.dd.
INT. GLASS INr. GLASS DYI1[inD e
NOA-No. 17-0420.12
+u KODISPACE 4SG TPS +zs SUPER SPACERONXTTM "PN'Don on 2N 7/2020
ay /[
ALUMINUM Mromw duct conva
REINFORCEMENT POLYISO• - DBSICCANTRLLAIF
BVIYLENE 6118'NOM.
N1e'NOM. SEAL
BVfYL& SIUCONE SEAL
pEbICCANT ROLL{ORMED
FOAM bTAWLESS STEEL
EXT. GIASS
CERT. DFAUIM PID4BJ
®rwome>br
wrue>tamEe, xc.
,w.wwnwnme'
EXT. GLASS Np I I11111,
: ,,` '0' VCLYN4
IM. GLASS No. 58705
ue DURASEAL®SPACER (9 XL EDGET"SPACER
FRIES 770 ALUM. SGD - LM IMPACT
mg w
61p]]o NTS 15 +12 PGT0130
CONFIG. EXAMPLES
FIXED JAMB DETAIL'G2', LASTRAGAL
SHEET 18; INSTALLATION DETAILSTV&
DETAILS'GW &'Gd. L2, SHEET 19
SHEETS 12 & 13
ERLOCK DETAIL
SHEET 19 ---
'Ac', SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
MA
NOM.
PANEL
UN
HEIE
WIDTH TYP.
PE
MAX
PER
SEE
TABI
DLO
TABLES 1-3
NOTE2,
J:
HEIGHT
SHEET 15
a
a
D
AS DETAIL'G3', SHEET 18;
DETAILS'GW &'Gc', SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18;
MA)L
DLO
/—INSTALLATION DETAILS 'AW&'Ac',
WIDTF
SHEETS 12 & 13
TYR
ao° ,
T
HT SILL DETAIL
I 'D', SHEET
ES 18;
INSTALL
DETAILS
'DW &'Dd.
SHEETS 12.
'.n,PE PANEL
A, TYPE
.w
NOM.
/ PANEL
MAX.WIDTHTY
OLD PER
EIGHT TABLES 1
� a
PANEL
TYPE
QS
H
PANEL
TYPE
N MAX
UNIT
/ HEIGHT
PER
NOTE E TABLES
1a
'813 1&' X X %
SEE FRAME & MAX. UNWIDTH `\\ U•'
PANEL CORNER SILL BETAIL TY. SHEET MAX. UNIT WIDTH �
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 16 2( TRACK) 'DW&Dc', SHEETS I2&13 EXAMPLE: 90°OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIN, SHEET 18;
ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19.� ,1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12813
. ' 'HEADER DETAIL
J ETAIL'H2', SHEET P-HOOK DETAILV&'K',SHEET W. SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JN', INSTALLATION —7 JAMB DETAII-12', SHEET 18, INSTALLATION
'HW &'He. SHEETS 12 & 13 'Je.'KW &'K0, SHEET 14 DETAILS Bye &'BC, � DETAILS '1 W &'V, SHEETS 12 & 13
SHEETS 12 & 13
MAY
HE
F
TA
PANEL
PANEL
PANEL
PANEL
I
TYPE
TYPE
TYPE
TYPE
R'
v
M.
F.
.UNIT
GHT
NOM.
PANELR
�.
ER
%
/
WIDTH TYP
I
ILES
MAX
/
/ BE;
PER
/
E
TABLES I-3
y
HEIGHT
SHEET 15
a
a
b
I
L
�
D
x
i —
------
—
EXAMPLE: OXXXp SILL DETAIL'E',SHEET 18;
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13
rFRr. orAaumrx rsmw
r — MAX UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
TT
,F,
,F,
,P,
MA
NOM.
UN
PANEL
HEIC
/
WIDTHTYP.
/
PE
SEE
MAX
PER
TABI
—NOTE 2.
DLO
TABLES IJ
1<
SNEETIB
HEIGHT
+�
X
X
O
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Gc', SHEETS 12 & 13
'e INTERLOCK DETAIL
� V, SHEET 19
90° OUTSIDE CORNER
DETAIL III' SHEET 19 &
CORNERANCHORAGE
%SHEET 11
INTERIOR
EE RqN u.... .....�.
UNITWIDTH 1-3
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K:
T
HT
ES
I
EXAMPLE:XXXO SILL DETAIL'P,SHEET I8;
(4-TRACK BY-PASS) INSTALLATION DETAILS
'FW &'Fc'. SHEETS 12 & 13
SERIES
u 22 I PG710130
EwplI
T}; Nm 68I05
A.
PANEL'S RIGHT STILE TYPE
ASTRAGAL
AWTFAGAL
IRA CORNER
E%T CORNER
SIT CORNER
INT CORNER
ER
E0
EM CORNER
IRA GARNER
OAL
N
BO%OUT
W/HANDLE
80%IN
W/HPNOLE
WI HANDLE
WWIHAN LEeW/HANOIS
W/HANOIE
90 RECEIVER
W/HANOIE
WD RECBVER
WI HANOIE
REC WR
WO RECEIVER
IDfi PECENER
Wy HANDLE
B6 RECEIVER
W/HANDLE
I,a
ptle
--�ntle
aWl
ezt
mz
mtW
roe
�t
eal�
mt
roar
L
TR
TQ
I TC
TA
TV
TW
C
C
/C
SQ
SC
SA
SV
SW
FD
FC
FV
FW
I
fi
PANEL NOTES:
'
1. SEE DP TABLES I-3. SHEETS" FOR PANEL
Q INTERIOR RIGHT
SRES S DESIGN PRESSURE.
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL
1�
ARE NOT REWIRED FOR ANY CONFIGURATIONS
E%TEflIOR
[� STILE
AND ARE
STRAGAVAILABLE.
(#BO. ASTRAGALS USEHEAVY-DUTYSTILES
SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
EI HER
ENTECORNERRECEINTERIOVER 1S)AND EITHER
EXTERIOR(i<11 B)ORINTERIOR(#120)CORNER
BLE STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
4. 135' ASTRAGALS TO USE HEAVY-0UTY STILES
(#61) AND CORNER ADDON (#31).
2S OPTIONS —I -- 23r
r`'
sGx'
.232' E%'IEPIOR
1 EXTERIOR
.002° 9.3a5"
z.&6fi'
E%TEWOR PRODUCT REVISED
a .062' Buildinglying IN tho Florldo
4,GfiG CCOLd
NOA-Ne, 17.0420.12
-
-
DePlmtlon Doto 02/17/2020
.Der 1
aY
o
LAT • 2D SILL RISER FLAT 12 SILL RISER FLAT
(BLOW @MEDIUM,
24 SILL RISER) FLAT
@HIG�_4°
2-1/2' 3-IM
.760°
aso•1fa--
.7W
RroR
/ti.OBr
fir'v'Br
�,,'`•M1P ��
30X1' SILL RISER BOX SILL RISER, BOX
— 21 29
SILL RISER.BOX _ # �' No. 58705
25 HIGH,
LOW, 2-12' MEDIUM, 3-1/4"
LLID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS li-e .p'• k I r �;
�,0'•,
E I PANEL TYPES
. S TE OF
;',FS, •'•ORIDP,;����
Er1G�•
SERIES 770ALUM SGD-LM IMPACT AL
eew,w -7
sao-7 NTS 17 • 22
ALTNNmILIFRPE.
PGTO130 C P.Eff=
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
14 106 OFJAMByV in -
6 G3
oR et 60 OR 81 2-TRACK JAMB
GI SHOWN
2-TRACK JAMB (WITH
CLIP�—
119 1066°L@ONG PERAB
W/RETAINER#106 OPANEL)E
MIDSPAN (SHOWN WITH
6 FIXED PANEL TO EXTEROR 10.9 113 gOg10911
THE INTERIOR) �—
�E%TERIOR
14 16
112
#toXa+d' 129FULLLENGTH d1
OFJAMS 2-TRACK JAMB 2-TRACKJAMB
9MS,k3 CLIP #e00R IN 61 62 W/SCREEN
O'LONG W/RETAINE &I
(SHOWN WITH
MIDSPAN 80 FIXED PANEL TO
�nyE to a OR 67 THE EXTERIOR) 63 ITE to
" g I1211 SEE DETAIL ON SHEET 16 V� 1215EE DETAIL ON SHI
SHOWN WITH ®2-TRACKW/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
®D
2-TRACK W/SCREEN
FRAMESILL
' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
", SHEETS "FOR DP (I -SF) ASSOCIATED WITH STILE.
t6
108 FALL PANELJAA3LENGTH
001181 IDS
1]
76810]11
50 OR 61
18 5
6 SEE DETAIL GI
FOR FIXED
60 PANEL CLIP 75&10:IT
I
SEE DETAIL G2
10a FOR FIXED
PANEL CLIP 6 OR el
IN eo
6
18 i]
60 OR 81 J-LEziERIOR
�EX IOR 11-E Efl10 _11 cXTEpIOR V
S-TRACK JAMB V 3-TRACK JAMB 4--TRACK JAMB 4-TRACKJAMB
®(SHOWN WITH (5(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHTPER
TABLES 1.3
PRODUCT REVISED
as complyin with the Noddy
eap4ma .0,
NOA-Ne. 17-0420.12
Eaplmtlea Date 02/17/2020
* r No. 58706
corrwmoxv® a°"°°" ^` A. LTNN MILLER. P.E.
nJR OT/1d14 .0 ws o OP]]0 N1NOOW NT3 18 a22 PGTO129 C P.ES W706
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) hrfll
41NTERIOR et 113 I18
' 53 30 113
1 . / n
e
I
EXTERIOR
a
INTERIOR
EXTERIOR
L
v
IT EXTERIOR L 1
V
113 103 113 VEXIE0.0
STANDARD ASTRAGAL#6T
HEAVY-DUTY ASTRAGAL#68
WITH HEAVY-DUTY STILES#61
90 OUTSIDE CORNER
N1 2-TRACKSHOWN
L1 WITH STANDARD STILES#60
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
INSTALLED
(BOX.OUT) MAY ALSO BE TOWARDS INTERIOR (BOX-IN)�
(BOX-OUT) MAY ALSO BE IN STALLED
TOWARDS INTERIOR
135o OUTSIDE CORNER
01 2-TRACKSHOWN
CERC OFAUTH.0mo
INTERIOR
15 EXTERIOR
90135' INSIDES CORNER
2-TRACKSHOWN
90,
INTERIOR
EXTERIOR
WORE
INTERLOCK
5
11
-ITEM #61 (HEAVY-DUTY
7
STILE) SHOWN, ITEM#60
(STANDARD STILE) ALSO
DO -INSIDE CORNER
APPLICABLE, SEE TABLES
N 2-TRACK SHOWN
1-3, SHEETS 6-8 FOR DP
(PSF)ASSOCIAED WITH
STILES.
PRODUCT REVISED
a....1,1.g IN lh. Pl.fld.
6u1Idt.9 Cod.
31 OCKPpRT
7581PT 11
NOA-xP. 17-0420.12
e=PIf.N.. Oalo )17J2D2D
QINTERIOR
-No 68705
f.SGD- LMIMPACT
..aow A. LYNN IAILLER P.E.
1a . 22 'Pcro130 C P.E.dfiHIOS
NOTES:
1) ALL ALUMINUM = 6063-TO
2) ITEMS # 33-39, 66.59. 60.78, 8499,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF 912 OR #13 REQUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS ®26' MAX O.C.
PRODUCT REVISED
as aawlyboi y 11h the Flow4p
eellaln9 C.da
xDA-xo. 17-0420.12
exptranon Pate 02M W2020
By
Mlem-0a entro
\\\1\1111111 /ly
�. No. 58705
f07NTELwvMO01'OQNE
19N]180.1BT0 PARTS LIST •, �S/ONAL
c4mr. oFA3mtaem SERIES 77OALUM. SGP-LM IMPACT '/hrn 111nvP
® r,e... ewe m••vw me
wwamu°'sm s6o-np NIS 20 -22 PO7n190 C ALVNNASBrm PE
lta3R
O60Y17
aw.�
C
NO [H4NGE3
P1I95MEET.
JR
i(yfM4
Item
SWOT#
PGT#
Descrip6Pn
i
1T308
BiT30B
2-1MCK Irg0
2
1T303
817303
2-1MCK HEgO WlIH SCREEN ML
3
1]309
811309
SIFACK READ
4
1i312
Bt]912
4-TRACK HEAD
5
R319
et]314
FRAME 6CPEWCOVER
B
IT31i
01]3O
FRAME HEAR/3AMB ADO -ON '
]
1i30/
BIJ301
2-1MIX61LL
e
17301
B1T301
2-TMCK 6R1 WITH 6LPEFld ML
9
R3W
017907
3-TMCK BILL
10
17310
811310
1-TMIX61LL
11
1T313
011313
FRAME SILL (PACK INSERT
12
17915
811315
FRAME 61LL SCREEN AODON (6EENOiE 3)
13
17310
817318
FRAME SKL 6LREEN ENDADDON (SEE, NOTE 3)
I/
1i905
817303
2-TRAIX151AB
IS
1T3D2
B1]302
2-TRgG(lANB WRNSCAEENRA6
10
177W
B1]J00
1TMIXIMAB
17
1n11
B1]311
4TPACN.IAMB
18
11322
Bt]322
6LLRGER-FIAT,FWSX, 1-Vl
1B
1mIB
01]91B
fiILLRGEl9-BO%FWSH, 1•Ud'
20
tI321
B1T3M
BILL RISEN •FLAT, LOW, 2-1/2'
21
1T918
817318
601 RGER-BOl(LOW, 2-UT
22
11955
m]J55
6N. RISER -FIAT, MEDIUM, 3-I/d'
ZI
1i351 -
Bti354
50L RLSEA-BO%MEPDM, S114'
2d
1T3ZI
017923
66L RRER-FLAT. HGH, 1'
25
1T310
B1T320
&0.L RGER-BOX HGH.4'
28
113J3
01T33J
PoCNET P4100K
27
1010
m070
NEOPRENE BULB YJSIP FOR PHOOK
20
17331
8O339
POCKET RNOOKMWM
20
fi335
BIA35
Pdi00K COVER
9D
f134B
61T310
POCKET P4f00K FOR BO%RSER
91
1737e
01797B
135 CORNER
92
113i0
8113)B
135 FDED MOUNT
RENTS 4063
ARE SCREEN PARTS:
40
1319
812190
SCREEN 610E MIL -LOCK6TBE
41
TLOCKWDSK
6CNEEN WCK6ET
42
41018
SCREEN KEEPER SPACER GET
O
8152
68162
BLPEEN INIERIAIXAOAPTFA
4{
/42B
01498
6CPEEN DOUBLE NIERLOCK
IS
d31i
812250
6LPEFN TOP MR
40
4318
B12251
6CREEN BOTTOM RqL
41
BW
TSRPZ
6TPNOARDROLLER
40
088
]SftA%
6TANOMDROLLER-ST. SIL
IB
13H
0134/
SCREEN OSTPAOAL
fi0
1T349
81]348
O#16O1LEN ASTRAOAI ADAPTER
61
1892
BiW2
6CREEN 6PLwE -.1BY
92
108/
81099
6CREEN SPLINE -.1W'
53
-
8101BC20
SCREEN CLOTH
5d
1]25
1fl%1•%1/IB'6ET.0LOC1(NEOPRENE 85 •/8
55
1Tfl
1'%4°%1/IB'6ET. BLOCK, NEOPRENE 05 HS
Item
DP gT#
PGT#
Description
DD
1]J25
01]325
PANEL STLE
01
1T320
et]32B
PANEL 510.E pIFAW LRiIY)
BE
1]J2T
81T32]
NIERWC(AOAPIOft
07
1229
81P2/B
vwn BI0.R Wsm.-1Hw INSIDE WTERtDO<)
&
1]29
T1I2R
5n1 END V+FATHER5IRP PAD
05
f]32B
BT/J26
NIERLOQ(6LREW COVER
B7
1]329
B1IJ29
A6lMOP.L
BB
f%3>9
B1T339
NEAW DUII'A6IRAWL
09
11324
6f)324
TOP S BOTTOM PAL
10
f]360
HJ35D
WEAlHER5IR0'E%IENSGN (BdJECTION MOLDED)
Ti
1895
fl693
1-1/2"XTXY4'HGH FM SEAL DUST PLUGS
i2
B1fiJ
]8153%
TANDEM M. &iLROLLER PS6V.
7J
Bifi3
]B153N
TANDEM NYWN RODFR A66Y.
T4
SILICONE
DOWJ199. OOW-9950R OE-T700
I6
8105
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]B
TI032%1FPF%
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TT
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7B
1T357
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BO
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01T369
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01'
30
01]300
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100
0052
48052
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mt
12fGi
AMB BUMPEII '
102
1899
TI690
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1D3
8188
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1'KffPER
1W
059
TSDKEEP
BC0.(:EN LOCK KEEPER
105
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