HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI DADE MIAMI-DADE counrry
o 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) www.miamidade.gov/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 (AHD).
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 approve erein, and has been designed to comply with the Florida Building
Code, including theCeries
V ocityHurric e Zone:
DESCRIPTION:"SGD-770" uminum Sliding Glass Door w / 90° & 135° corners -L.M.I.
APPROVAL DOng 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 Mille .., g ft1diami43adeCounty Product Control Revision stamp with
the Notice of Acceptani umber and expiration date by the MiamrI ounty Pro t Control Section.
MISSILE hwA RATING: Large and Small Missile Impact Resistant
LABELING: Each um a ermanent label with the manufac ame or-logo,-city,-state;
—modeUseries, and -following statement:"Miamr- a e oun roduct 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 I 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
Pagel
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report_No._FTL-7554, -
dated 1-1701713—ssigned and sealed by Marlin D. Brinson, P.E.
(Submitted un der 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 « nder NOA No. 09-0826.10) �_ i
Jorge M. Plasencia, P.E.
Pr6duct 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. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
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 01/19/17,
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-51" Edition (2014)-and _FBC-6' Edition— —
-- (2017), dated 08710I17, 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 POT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/900 &135' comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON S
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLI
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS T.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE D
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO B
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOBS, ANS
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7)THIS PRODUCT HAS BEEN DESIGNED &'TESTED TO COMPLY WITH THE REQUII
CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICAN
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREME
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL.6001, FTL6014, FRAO1S, FTL-6017, F
FTL-6024, FTL-6025, FTL6028, FTL-6031, FTL6033, FTL-6036 AND FTL-7554
TABLE B. SEE DETAILS ON SHEETS 4 & 5
ETS 4&5.
ASTM E1300.
LES ASTM E1300
;IGN OF THIS
)ME INTO
OFTHE
SEALED WITH
F&PA NOS FOR
MENTS OFTHE f
ZONE(HVHZ). \
FTL-&023.
Sh®
De®1110an (Usled fmm Ext rkuto taladod
Cil
)/10'IAmNnIM: RI LRe of W1P H$GNae w1W.09P PVB NImIaYtt
ec of174' HS Giese vAn.ORO' PVB ORedayet
G4
LvalaaNd: 2) of GWeaim.00P 30oodaya,
G5
WW Urs IIV HS
Wi6'1mtled IS,k. Dos oltl4'H9GIAvTAir Spu 90M1T L*
4D
LC:Bll6'Txlegorrap+ Up Air Spaae+ Lampaled; afVIWVIW HS Glass w3n.09W
PVB Medaycr
GSA
VLambeled
Vfmmos
LG,3H TEal WI" 71IT HS Grow"
Cap+SI'Ak Spot..79'Lem;nMcq(2HRes of
A30' PVB hodhutr
GB
VLaaaaaud
O All SFaca+ THEY Lzanc�tad: WIT
t' Lamkalyd oa of YIP H5 Grow wlln.OST
SG Medlar
I&: UVT 'tuner ap.&IT
LD: UDas.93WAMW1P A1t5pmoSOa'landruted; jlll0ea a13I16'NS GInawM
Op
A9o'SO ktledlW
BITGBA
Oy
?IIW LaalCd
Wnlaated:(2) 12es of 314- AM Glass Mtn.WBE
OTA
bodayoor
v1P laaunrtpa:(x)ueamv4•ANN Glade aWn.beP eG MledaYar
VIV
GB
'md LGG:3UFTEkkdor Cap +3Air Space 4711V Las0wled:(2) LMea 013MV AMI Visa affl,
9G WWyer
GAPmMdLP
TEktTW Cap + WIT AVSputa ♦TN6-tamNAtud;(2) Law efWIfF AIN GNae Mb
ASP SG Mrdaar
'"=ANNEALED
-HB'=HEAT STRENGTHENED
T-TEMPERED
'PVB'-.NO' TROSIFOLD PVB BY KLIP AMY AMERICA INC.
'SG'=.ON' SENNTYGLASBBY KUMPAY AMERICA, INC
DESIGN PRESSUREMTINO I IMPACT RATING
8EETABLESI.2&30t4 I MTEDFORLARGE4SMALL
SHEETS 6,>88 MISSWIMPACTRESISTANCE
CODES ISTMOMDS USED:
eAI?FLORIDABUIM1NGC00E FBCA6TOIEDMON
e2014FLOBIDABUILDINGCODE FBCA5DIEDITLON
-ASTM Ef]0048
MNSUAFWANOS-2015FOR WOOD CONSTRUCTION
eALUMINUM DESIGN MANUAL, ADM-2415
-A1SIS100.12
aA=3GB-1D
TABLE A
Mcnot
Group
Author TYpe
Fmma
&%.bar
9absVak
n. Edge
MiDlsart.
I MI6 O.C,
DNtlnce
wn'
Embetlment 01
Metal Thkknep
A
p1kal,F MS,
0'y=BOYck FySS miI,
01SO k.LF SM5,
(F� 80kcL Fo•110 key
All
Sw00 Pim(So =O.SS)
O11P
60BLTSANminum
116
CON-
3
wr
9,P
FIT
R/16'
Saw
33Coal
Or. ]]81eal Shot
3!B'
W1fi'
5-H8
0.0g5'(18 Go)
114-Etta Agg t:0
FI-57 W, F,96 toll
All
Carcmte mN.2.22 Rol
1-IR
w
14P
Jamb,P4mak
FWed Block ASTIR CSO
T
w
T
Jambl Ph..k
Wllaw Blwk(A91M C90
2"
T
f-17P
All
Sw01am PNe
SG=O
1"
1'
t4'e'
B
d125nel SNS (Gr. fi)
(min. GOthideds bayond
.,it aetrebaN)
All
S em PNe
18G =O.SS)
NIB'
]IS'
1416
BOO11BAkknnum
]Ie'
&Ifi'
6.03o'
AMChal
&B•
WIT
(LOW
Gr. 33Sta.181dd
WW
0110'
0.046.18Ga
C
110 Eko U11.0tr10
Fr165 kid, FioIT7 ksl
All
a cmin6Nn. 2.05W17
V
4'
1410'
JNM 1 P4Wok
HWrow Such,(AST, M)
1'
fi'
1-vv
IK•Eko URmCori9
Fy=156ksI,Fou I77kt1
All
Concmla lmin z.a xe6
2-la•
4•
14IC
Jambl P-0wk
FWed Block (ASTM COO
4'
1414'
Jambi P4aok
Holow Blaok gBlAlcw
21Y1'
C
1-W
D
IP41088Eka Cute
Fr 127.4 ksi, F� ISS 7 k.I
Wed ISW
Cwa.. IM1
Jmb J PlavM
tbncreb mN. Y]S kal)
1•
9'
MY{'
Juab l PJpok
Hollow Bkck 87M C
All
Stuff.m Pire(SO =0.59
1•
1)WHERESU TIONSREOUIRE ANCHORAGE FR014 MORE THAN ONE OF THE ANCHOR GFt0UPSABCVE,
CHOOSETHEANCHORGROUPOFTHELOWESTLERERFORALLTPBLESINTHISA MOVAL
3) ALL ANCHOR HEAD TYPEB AR E APPLICABLE
3)FOR D EUOSTUDS,MIN.FU=45O B MIN DINH A81.
QFILLEOBLOCKVALUES MAY AL50BEUSEDINHOLLOW BLOCK MINIMUM
OF3THREA
6)ANCHORSMUSf BE OF SUFFICIENT LENGTH SDTHATA MINIMUM OF 3 THREADS E%TEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/GMU 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 iXARE LESS THAN 1-1/2'THICK.
as pl Ing With me Florida
soda
PROPERLY SEC(1RED, IXWOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Building
NOE.- 17-0420.12
DEPICTED AS 2X ARE I AIT THICK OR GREATER. IX AND 2XBUCKS
Ekptre6oa Dato02J17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
_
By
alum afro ocl Contra
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL.
EXAMPLE CONFIGS.......... 23
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
GLAZING DETAILS ........ I... 4.5
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
ANCHORAGE. &14
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURE6...11....63
INSTALL DETAILS 14
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
rl ll rill
......... .._15.16
ELEVATIONS_...............:... 15,
NOT REQUIRED. IF USED, NOWSHRINK, NON-METALLIC GROUT,
MAX 114'THICK&3400 PSI MIN., BY
\ LYNN
PANELf SILL TYPES.....!L, 17
(DONE OTHERS) MUST FULLY
()W
�`��'
CROSS SECTIONS........L...iB,t9
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO
10EN
PARTS LIST..._...._...._..A„ 20
THE AND TRANSFER SHEAR LOAD TI SUBSTRATE.IF�
EXTRUSIONS......... _.._;.. 21,22
UBSUBSTRATE,
SUBSTRATE IS WOOD, 30f/ FELT PAPER OR MASTIC IS REQUIRED
D.
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
* t No, Se7g5
_ h��y yyy...,....���
-`^
BY THE AUTHORITY HAVING JURISDICTION.
�1
rdmtte7mrocaGrruwB
ae1«.
'P0fir
q.'-
NVEAOL'EFl.OTtTS
I �1
GENERAL NO TES AND MAP
%6`n'•.fLaRIGA:
pa am I NITS I 1 -22 1 POT0130
EXAMPLE CONFIGURATIONS
MAX UNIT WIDTH
MAX. UNIT WIDTH
NOM. PANEL WIDTH
NOM. PANEL WIDTH
PER TABLES 14
PER TABLE513
Iggjg
14 l
UNIT
MAX. UNIT
HEIGHT
Z S
�,'-�" ''
MAX.
HEIGHT
PERTABLES I3
i w U
PER TABLES I3
rocxsr I��U
NOM.
PE
MA)
HE
PERT/
=nffir
ri
NOM. PANEL WIDTH _
P TABLES I3
It
MAX.UNIT
wE HPI HT
la T ILE 1-3
CONFIGURATIONS pTn •?ar3�A•3A
MAX. UNIT WIDTH
NOM. PANEL WIDTH goes"
,
PER TABLES 1-3
m
¢inn
MAX UNIT
HEIGHT
CONN• .r���
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'JW,'Jc','KW OR •Kc' INSTALLATION.
EXAMPLE4PANEL %K%%IN POCKET (p) CONFIGURATION CAN BE
p)000(p, pXXXX OR XXXXp, O)X(IN POCKET CONFIGURATION
CAN BE OXXXP.
2) DO- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
�oyg 3) FOR NON. PANE L WIDTH, SEE TABLES I3.
-@
La 'X'-OPERABLE PANEL,
•O'= INOPERABLE PANEL,
rr - OOICET DETAIL LETTER
W = WOOD OR METAL INSTALLATION
'c'=CONCRETE INSTALLATION
SHEET NUMBER
UNITWIDTH OLD WID = NOM. PANEL WIDTH -7'
DLO HEIGH - DOOR UNIT HEIGHT - 10.125'
PANELHMG =DOOR UNIT HEIGHT -1.868"
m
m
mni
4-PANEL CONFIGURATIONS
s
�
�
MAX. UNIT WIDTH
NOM. P TH
PER TABLES 13
MAX. UNIT
1
HEIGHT
PER
e
9
4D
zn
TABLES I3
/
e /
sNE
CORNER, TYP. L—
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
s0 m I NTS 1 2• 22 1 PG70130
PRODUCT REVISED
alri.'.11H the Fretltla
11.0di., Cad.
NOA-Na. 17-0420.12
EXPIr•Naa Data 02/17/2020
r`qp l I lb,�q
*: NO.58705
;o u
o •'•PIN. 9T TE ' / .r'SV�•
/S�QNAL eN```
EXAMPLE CONFIGURATIONS
MAX TESTED UNI
355-7116'@96'
300-114' Q 120-
NOM. PANEL WIDTH
PERTABLES 13
MAX. UNIT
HEIGHT,
to
1
96- OR 120'
h
f
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 13
MAX. UNIT It
HEIGHT
PER TABLES 1.3
CONFIGURATIONS NOTES:
=
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
ER O
POCKET CONFIGURATIONSJw,-Je,' OR BOTH JAMS
ATION ATEI
OR -KeBOTH
LOCATIONS USING a INSTALLATION.
s a s
EXAMPLE: 4-PAN EL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p)OO X OR XXXXp. O)OO(IN POCKET CONFIGURATION
CAN BE OX)(Xp.
2)90'8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
j�o
OF ANY 2 STRAIGHT CONFIG URATIONS.
j7
w
3)FOR NOM. PANEL WIDTH, BEE TABLES 13.
'X'=OPERABLE
rocK� i ®
PANEL.
-0--
r___�
INOPERABLE PANEL,
'p'=POCKET
ONS
a 1
F—DETAIL LETTER
/W = WOOD OR METAL INSTALLATION
@a/ •a'=CONCRETE INSTALLATION
L—SHEET NUMBER
t is 1^
iL 1�P1 I�Ga R1 1�u
In
W fmk7 m i�E']
7-PANEL CONFIGURATIONS
MAX.UNIT WIDTH
NOM. PANEL WIDTH
t
PER TABLES 13
t t
1
19
e
/j
t
m
iB
to
a
1a
MAX UNI
HE
PER TAIBL S1-3
r
J DLO WIDTH= NOM. PANEL WIDTH -7'
1 j DLO HEI GHT=DOOR UNIT HEIGHT - 10.125'
1 1a :3'e PANEL HEIGHT =DOOR UNIT HEIGHT -1A66-
POG;ET i �N
1 t •{ i�Sy
POCI:[T Ig��
i
sG m I NTS 1 3 - 22
PRODUCT REVISED
Bu1121nelyi with tha Florida
NOAIIo. 17-0420.12
'i >o
' SAovA
A.LY MILLER RE
P.elwas
7116' NOM.
7/16' 10M.
1' NOM.
3116' HS GLASS
MS. HS GLASS
3/16' HS GLASS
.090' PVS
.090' PVB
74
.090' SG
3116' HS GLASS
74
3/15' HS GLASS
3116" HS GLASS
3/6' AIR SPACE
3 6'T GLASS
u
63
EXTERIOR
3/4' NOM.
pXiERroR
3/4' NOM.
GLASS
GLASS I2 12]
3/4'NOA
BITE
BITE
GLASS
BITE
7/16a LAMINATED
GLASS, TYPE G3
7/16 LAMIN
9/16' NOM.
9/16" N
114' HS GLASS—
114' HS GL,
.090" PVB
.090"
1/4'HS GLASS
14
1/4'HS GLAI
3/4"NOM.
r
EXTERIOR
GLASS
EXi' bR
BITE
J)
9/16a LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
'ANNI'-ANNEALED
'HS' = HEAT STRENGTHENED
'T'=TEMPERED
'PVB'-.090' TROSIFOC PVB BY KURARAY AMERICA. INC.
•SG•=.090- SENTRYGLAe BY KURARAY AMERICA, INC.
VNOM,
3116- HS 0
090'
/I
- -
PRODUCT REVISED
ZL
BUI... coYaWIN Na Flo,ida
3/4' NOM.
K0A41.. 17.0420.12
GLASS
3/4' NOM.
124 fY] GLASS
Eapirauon oam 02H712020
BITE
BITE
ey
\�
Ex1EaroA
mmn, rmppl comml
I \�
79
�
65
YPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
SEE SHEET 15 FOR SPACER DETAILS.
9RIES 770ALUM. SGD - LM IMPACT
A .pa
sco-Tro NTS 4 122 PG70130
No. 56)06
GLAZING DETAILS
(G6 GIBA, G7 G7A, G8 & GBA)
1-NOM. 7/16'
3/16' HS GLASS
3/16" ANN GL
.090' SG
—
3/16' HS GLASS
.090"
3/6"AIRSPACE
74 3/16-ANN GLA'
3/16' T GLASS
ez
ID
3/4'NOM. E%IERbR
124127
GLASS a
BITE
ExrE61oR
1" LAMINATED I.G. GLASS, TYPE G6
I+ 1• NOM. --I 9/16' h
1/4" ANN GL
.0901
]/ 1/4-ANNGLAI
3GLASS . r
GLASS
BITE
3/16,
3/16'
5116'AI
1w'Te
IXTERIOR
Ve NOM.
GLASS
BITE
3/4' NOM.
GLASS
BITE
1' NOM.
3116,
3/16'
318',
311V T
WERTM
4
3/4' NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G8
F— 1' NOM. +
3/16' ANN
51161AIR 5
1/4" T GLA
PRODUCT REVISED
/
B.Ildla9lyinPlacid.Placid.ag with e Placid.
NOA-N". a 17-0420.12
3/4'NOM.
E W.tl.. Data 02/1772020
GLASS
BITE
By
1 E% EMOR
79 1 91 I
79
� 54
5E
1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE 37A 1"LAMINATED I.G. GLASS, TYPE G8A
I
GLAZING NOTES:
'ANN'=ANNEALED
'HS'-HEAT STRENGTHENED
'T'=TEMPERED
'PVB'=.090'TROSIPOC PVB BY KURARAY AMERICA. INC.
'SG' =.0901 SENTRYGLAS'BY KURARAY AMERICA, INC.
SEE SHEET 15 FOR SPACER DETAILS.
`llltnmutl,
*; Na. 50I05 'P
Haan.- ny— w�a% MS 5 • 22 PGT0130 C A. LYNN BILLER P.E
PE45B705
Design Pressure (OP) and Anchor Quantities Required, I
- (far all approved configurations on Sheets 2&3)
Far.moor astragal .chamge on SW or IM' carwwhite. sea had l l
Maximum DP for all sizes;
+601-60 psf
(May be tinned b/ Table IA)
Table applies to Glass Types 3,
M. 5, 5A, 7, 7A, 8 & SA and
ute Stile/Astragal Types shoum
belon.
Door unit yoighl
80'
sw
89-7/8' DW
Anchor Gmup
7&171r DLO
Anchor group
102/8' OLD
Arrchm Group
85-7/e DLO
Anchor Group
A
B
1 C
1 D
A
B
C
DI
A
I B
C
I D
A
1 B
1 D
0
Heetl15111
C4+1
C4+1
N+1
N+
N+1
+
+
+j7B
N+1
Co.
N+1
N+1
C4+1
N+
24'
�p
Jamb
8
8
8
8
0
8
8
81
8
8
8
e
B
a
a
P-hook
9+7
8+7
8+7
(»7
]+8
7+8
7+8
7+8
7+S
7+B
7+8
7+8
7+8
7+8
7+8
Hedf881
C4+1
N+1
co+1
N+1
01+1
NH
N+1
N+1
co+1
N+1
C4+1
N+1
N+1
N+1
N+1
5
90'
Jamb
a
B
B
a
0
8
a
B
B
a
0
a
B
8
8
DLO
Rhook
B+]
B+7
8+7
BN
]+8
7+8
7+6
7+8
7+e
7+5
7♦0
7-8
7+8
7+8
7+BH
Sill
N+1
N+1
N+1
N+1
CA+1
N+1
N+1
N♦1
N+1
N+1
N+1
N+1
N+1
N+1
N+1
Jamb
8
0
B
8
0
B
B
B
B
8
0
8
B
8
B
LDD
beakB+76+7
6+7
8+7
7+8
7+9
7+8
7+8
7+8
748
7.8
7+B
7+8
7+8
7+8
C4+1
N+1
N+1
N+1
N+1
N+1
N+1
N+1
Nat
N+1
C,40
N+1
CoI4T
amb
8
e
e
e
8
e
8
i
DLO
P-bask
e+7
aq
aN
eN
]+8
7*e
he
7+a.
hB
]+e
7aB
]+e
7*e
]a8
]+a
]+g
HeaN501
CA+2
N+2
N+2
Co.2
Co
N+2
N*2
04+2
N+2
S +j
N+2
N+2
N+2
C4+2
N+2
N+2
DLO
P-hod(
B+7
e+7
a.[sH
1 7.8
1 7+8
1 7+8
7+81
7+8
7+0
1 7+8
1 7+0
7+8
1 7+8
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
7) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL
2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN U
60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (I
TABLE 1A.
3) 4', 3.1Po' AND 2AW SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WI
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITF
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATIC
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBED
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
6) JAMB ANCHORS ARE SPECIRED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR F
;HE 3.1/4° SILL, POSITIVE WATER DP IS
7VE PRESSURESUNCHANGED).SEE
S THE 1-VP SILL IS NOTAND MUST
N PRESSURES SHOWN IN TABLE 1 MAY
)URRENT FLORIDA BUILDING CODE (SEE
INFORMATION.
IRED.
r0 BE INSTALLED.
Sill Height to Max. (+) DP
(Water Infiitrethen Rating)
S81 Riser Height
(+)D.sign
(Flat or Box, see
pressure, psi
Sheet 17)
Ruth -l-10
see MIS
Low-2-1/T'
+4EF
Medium-3-1/4'
+50.0
High-4'
+60.0
SEE N01451-3
OH LENGTH
OH RATIO a 1
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
PRODUCTREVISED
DOOR UNIT HEIGHT-10.125"
'lyying, with the Flarltla
9uildbro
C de
NOA-No. 17-0420.12
PANELHEIGHT=
DOOR UNIT HEIGHT -1.868'
empinNmn DaW 02/1712020
Interlock
P-hook
Wckstile@lamb
Straight Astragal
Assembly
uxle'dle@
Straight Astragal
90'Amagal
Assembly
loc'utie@
90'Astragal
135-Aslrugxl
Assembly
IoUntile@
13S•Astragil
Standard Stiles
Standard 5111e
Standard5tile
Standard5tile
Stan ard5tile
Heavy-d.dYStlle
Heavy-duty5tlle
He&W-dutyStile
Hearyduty5tile
Standard Astragd
'''I�
m..I.�
Outside Comer,
�r��i--�
Outside
Comer
Inside
Insig e
Corner
Cor,
^'}�
.
Corner,
Inside Corner-11
Cornede
Part 960(I2)
Panflo
Part#50
Parl160 (S61e)
Part p67 (As[raBaQ
Pert#60
PanteDB(t.ler
Re.Irrorl
Pert H,9'Out'
Part #120I n)
Py�y31(&1132
(Cora&Fad Mount)
Part H61
`.
T
'A 1- Ikbl€i 1 a:
O a J,4/c
s/e rn„e
A. LYR4 MILLER, PIE
ae61)0 Aril 6 mom' armor PGT0490 Q P.Ep 59701i
Design Pressure(DP)and Anchor Quantities Rsquired''10,81 approved configuratlons on Sheets2&3)
F........ sba8el anch9mis on eo'0 tu• eaoxx ONW, flee dlael 11
Maximum OP for all sizes: +501 .60
(May ba 9WWd by Teble 2A)
Door UNt
HNBM
Table 0 aTypee
80'
6+'
f0Y
169'
114'
Iw-
Abxm,9A,
o bA, ,7A.8&s the
QSA,7,7
fi.alar
GL
]Jill
L1LG
T&l
GLO
I
0-I
G
LG
103T/8'pL0
0&]!r'GLG
71V
T88BAeM
a111elAehBHel Types FM1mm bekw.
AnclnrGmuP
0
rGsam
Mcn9r
Gmup
ar0.0
nchal
Gmup
n9M10l
G100p
room'•
Au or
NUP
archorGobs,
ArisharG.,
A
a
C
I D
A
1 8
1 C
G
A
I B
I C
1 G
A
I B
C
1 G
1 A
B
1 C
1 G
A
1 8
1 C
D
A
B
C
D
A
B
C
D
e 5
+
G+1
G*1
U+1
GM
UM
GN1
UM
GN1
G+1
G+1
UM
♦
Gal
1
GM
GM
GM
GH1
♦1
G•1
G+1
GM
G+
GM
H
GH
UM
GM
UN
GM24'
Jamb
5
8
8
0
8
8
8
B
B
0
5
B
5
5
a
B
10
to
10
10
10
10
10
10
10
10
10
10
tU
10
10Flnoak
Dw
8+]
647
6+7
8+1
7+0
7+0
7+B
7.0
7+8
7+8
7+8
710
718
7+6
7+8
7+B
PH
8♦0
0♦9
5+9
51 9
8♦9
6+H
8+9
0+10
9+10
WO
6 10
B+10
9+10
9+10-I,xUS01
GM
GM
U+1
GI+1
CM1
U+1
G+1
U+1
G+1
fist
C4+1
G•1
GM
G•1
C4+1
G+1
O1M
C1.1
G+1
04+1
G+1
UM
G+1
C4.1
G+1
CIA
GM
U+1
+1
C4♦1
C1+1DLOJamb
a
a
e
8
B
8
8
a
a
9
9
5
a
5
e
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10P-0ook
0+7
6+7
6N
8+7
T+9
AB
7+8
7+8
7+B
7♦0
]+8
7+8
7+8
718
7+0
7+8
M
8+H
8+9
B+9
B+H
0+9
8+H
8+B
9+10
8+10
9+10
9+10
0+10
9+10
BNOHeedlelll
GM
G+1
GM
C1+1
G+1
UN
C1+1
UN
C4M
G+1
GM
U+1
C4♦1
UN
CI+1
G1+1
G+i
CIO
G•1
C4+1
G+1
GM
GM
GM
G+1
G+1
Gat
U♦1
1.1
NO
GMor
pLOJamb
5
8
B
B
8
e
B
a
0
a
'B
a
0
a
0
5
10
10
10
10
10
10
10
10
10
10
10
10
10
111
10
10R
.k
0+]
fi+7
6+7
W
T+B
i•5
T+5
7+0
7-8
7+B
7+8
7+8
7+8
1+5
T+0
7+8
8+9
8+9
8+9
B+9
8♦9
M
8+0
8+9
H+10
9+10
0.10
9+10
+10
9+10
9.10Haedi
G+1
UM
G+1
G+1
U+1
G4+1
G+1
G+1
CA+1
U+1
U+1
UM
C4•t
G I
U+i
C1+1
C444
CIO
CN1
G41
C4+1
G+1
C1+1
C441
G+1
C4+1
G+1
U+1
5+1
G+1
C 14t
pLJamb
8
8
0
8
0
a
8
6
8
0
8
0
a
a
a
B
10
10
10
t0
10
10
10
tU
10
10
10
10
10
10
10P+1a9k
rl
8+7
B+i
6•J
7•a
7.0
WB
7+5
7•5
7+5
7+8
7+0
7+8
7+9
]+a
1+e
SO
M
8+9
8+B
8+9
8+9
8+9
a+9
9+10
9.10
9M0
II
9+10
Wo
F%Head7S91
G•2
C4+2
U+2
G+2
CN2
Uri
C 2
G+2
U+2
U+2
C1+2
CI+2
C4+2
U+2
C1+2
G+2
G42
G+2
U•2
U•2
U+2
C5+2
C4+2
U•2
C5.2
CS+2
C5+2
C5+2
b42
C5+2
C5+2UdtA
Jamb
a
a
a
6
0
6
B
a
5
a
e
a
tU
8
8
8
f0
10
10
10
10
10
10
10
12
10
10
10
10
10
10Pa19ok
e+T
5•T
fi+]
B+T
1+B
7•a
N8
7+6
1+8
N0
]+0
T+9
7+5
T•e
T+8
T•5
0+8
8+9
e•9
a+B
6+9
8+9
6+9
8+B
b+10
9♦10
0+10
9+10+10
WID
9.10
Sf
fi0'
?D
D.P-0iwk
Ha.wSH
GNR
04+2
G+2
04♦2
G+2
Gad
G•2
G42
G+2
G+2
G♦2
G+2
G+2
CN2
G+2
G+2
Not available in these saes
Jams
a
e
e
9
B
B
e
6
10
e
e
10
a
8
a
6-7
S
8+7
0+7
8•T
7•B
T+8
7+8
7•8
7+0
7+8
1+8
7+8
7+8
7•B
7♦0
AB
DLD
I!ad8it
U+2
C4+3
U+2
C 2
G+2
G•2
U +2
G +2
G 2
U•2
c4+2
G+2
CN2
fM2
G+2
9+2
hmb
8
8
B
0
9
0
8
a
10
8
6
a
10
8
8
Is
P+mPk
0.7
64T
b+T
6+7
715
f we
7+B
7+9
AB
]+8
h8
T+8
7+5
1 7+8 1
7+8
1 NB
YUh LAAWI tUN UJINU IHtlL[, JGC JI
RES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" SII
2-112" SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WA'
[CHANGED). SEE TABLE 2A.
. SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION V
9T ONLY BE USED WHERE WATER RESISTANCE IS NOT RE
ESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE E
PLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRF
TER INFILTRATION.
FORANCHORAGE SPACING, EDGE DISTANCE AND EMBE
MPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHE
RE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR
ACT..1.1 IIPPCCYAII CF IICF11 CfIC TARIC 9 CFF
1 b.
NG THE 3-114° SILL,
DP IS 60.0 PSF MAX
REAS THE 1-112"
[RED. MAX
R IS PROTECTED BY
THIS CONDITION IS
TO BE
SEE NOTES 1,3 OH RATIO =OH HEIGHT
94 R 99 MR PAPT MAMA RII)MB ANn SHFFT.0 I A'm PnP AASFMRI V MPTAII S
Teal c A.
ULU WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
OH LENGTH [__ DOOR UNIT HEIGHT - 10.125'
ti PANEL HEIGHT =
25 z DOOR UNIT HEIGHT - 1.866'
of OH RATIO ' PRODUCT REVISED
Q ...... with tho Finds.
i eeBdmBe9de
NOA-No. 17-0420.12
Sill Helghtto Max. (+) DP
(Water hfiltmllM Raging)
5111 RWar HNght
(+)Dasl9n
(Plata Bm, see
Pressure, psi
Sheet l7)
Flush-i-112°
see rmte3
law-2.1/2
+46.67
Medium-3.1/4'
*60.0
High-4"
+B0.0
marlOck
P-hook
WcoftRe@Jamb
51relgh[Astragal
Assembly
Lockstile@
6trujIstAsuragal
917 Astragal
Assembly
Locksti[eED
So' Astragal
135-Astragal
Asembly
Lessors@
135•Astlaga1
Heavy-duty Stiles
Heavy-dury5tile
He3vy-0uNSVIe
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutySule
Heavy+luty5tile
HeavyEutry5tlle
Heavy-dury5tile
Standard Astragal
Outdde Comer„
a�Y�l�1�-6•J-,JIL
e Corgi n
Inside
Outside
(pDwV
ZOVInside
Comer
Inside
Come
COutside
ame
Part O61(Y2)
Parttl61
Parttlfil
Part HSI(S01e)
Pan #67(Astraial)
I
Part H61
pan H61(Sh1e)
Pan Hlla(COmer
Receiver) I
part H119(OUL)
part H120(In.)
Part861(Stlle)
Parts H31&032
(Corn.&Pat Mount)
Parttl61
1.AIT$I 7 n7j' IeM9 PGT0f3B 0.LYN9MIIIER PE
son= C' PE058m5
TABLE 3:
Design Pressure (DP) and Anchor Quantities Required, (for allapproved Configurations on Shoots 2 & 3)
Fmcomer esb dIenahare9s on 90' or 136' comer uNtsl and sheet 11
Maximum DP shown below
(May De,,,Md by Table 3A)
Damu tHeunt
Table applies to Of.. Types 4, 4A.
60'
84"
as-
1 W=7+88
10T
low
6. BA, 7, 7A, B 8 eA and the
69-718° O
]1 /B" DL
I /8'W p 0
91.7/8" D
97-7 8' O
StetlAsbags types shorn below
Anchor Gmup
nmenor Group
'AncM1or or 0mu
Anchor Group
Alatnor Gro
A B C D
A B C D
A B C p
A B
C D
A B C
!re nPressure
+AB0.0
I11
*/42.
per
+ s
17'
Heed/SBI
C4+1
C4+1
C4+1
GIN
C1+1
CA+1
C4+1
Gt+7
C4+1 ce+1
Cq+f
Cd+1
C4a1
C6+CHDID
21'
Janb
8
0
B
e
B
e
8
B
B B
8-
8
10
10
10
10
10
tD ID
10
RMudk
5+T
6+7
6+7
6a7
MB
7+11
7+a
7+8
7+11 7+8
N8
T+8
5+9
8+9
1 0+9
1 8+9
B+9
8+9 8+9
9a9
Neva Prounnum
+/. 0psf 1
+142,6
par
0-76,0 per
1.
Haswell
C411
C4+1
1; 11
CAN
2LI
CAN
C4+1 C4a1 GI+1 N+1
C4+t
04+1
CIN
C4+1
04+1
CA+1
001
CNt
C4+1
01+1
C4+1
CA+1
C4+1
C4+1
6
�„
DLO
Janb
8
0
8
8
B
e
B B 10 8
8
re
10
8
'B
a
10
t0
f0
t0
10
10
10
10
}
P4ack
6+7
6+7
6+7
6+7
NB
7+11
74 ]+B
T+e
74U
7+8
NB
7+8
AB
8+9
8+9
8+9
8+9
Ba9
0+9
8+9
8+9
_
Cos Pmvure
+/90. 1
+f 2's
of
+17&0
sf
m-
Head/BD
C4N
Cot
04+1
CAN
CAN
NO
G+ N C4 l
C4+1
CCN G+i
C5+1
C5+1
CAN
GAN
C5+1
C5+1
C471
01+1
C6+1
CSa1 CNt
C4+1
DLO
Janb
f0
8
8
8
10
6
a 8
12
1D
8
0
12
10
10
10
10
10 10
10
_
P-hod:
6q
6+7
6+7
6q
]i8
+B
NB 7a8 7+8
7ae 1 MB
1 Ba9
I 0ae
1 8+9
0a9.
W9
8+9
8+9
8+9
8+9
9+9 1 8+9
1 B49
35'
Crag. Pressure
CM2 C4+2 C4+2 C4a2 C4+2 GM2 C4+2 C6+2 CW2 tG5a2 CN2 C5+2 05+2 C4+2 T G5+2
+142.8
C6+2 C5+2
per
2%2 C0+2
+1-76.D par
C6+2 C5+2 C6+2 CL42
Heed/g0
42r
Dw
J.b
10
e
B
e
m
a
e
e
12
1'
B
a
12
fo
a
a
1z
1D
tD
1D
12
tD to
to
P-Mok
748
7+6
7+8
]a6
7+a
i+9
7+8
7+0
e+9
8+9
8+9
a+9
5+9
9+9
1 8+9
1 8+9
B+9
1 8+9 1
8+9
1 8+9
8+9
1 3+9 1 8+9
1 6+9
Dasgn Pressure
+/400psf
I
See
Not.
A
x
+142.6
psf
+7.75.0 per
41°
Handrail
C6+2
C5+2
C4+2
G1+2
C5+2
CSa2
C9+2
C5+2
CSa2 C5+2
C6+2
CS+2
06+2
C6+2
+2
C6+2
C6+2
C6+2
C5+2
C4+2
Cfi+2
Cai2
C5+2
C5+2
0L0
Jeme
10
a
B
a
12
10
a
8
12 10
8
0
19
H
0
8
14
12
10
10
14
10
70
10
P-Mok
l+B
(+8
7+8
1+8
8+9
0+9
8L
du
8+9 18a9
g+9
0+9
5mo
9+10
+10
9+10
9N0
B+70
9N0
9N0
5+10
9+10
5+10
9+f0
NOTE k ♦/-90.0 PSF FCR GLASS TYRO 4�IA. 6, 6A, 1A, 8 & SIN +/b7.1 FOR GLASS TYPE 7
NOTES:
EXAMPLE ON SHEET
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
'DLO WIDTH=
2) WHEN USING THE 2-1/2'SILL, POSITIVE WATER OP IS 46.67 PSF MAX WHEN USING THE SAW SILL, POSITNE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH-7-
GED). UNCHANSEE TABLE 3A.
DLO HEIGHT=
3)4',3-114'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-117 SILL IS NOTAND
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 - 1.866'
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 INSTALLEO.
THE FOI I OWING STILE R ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS
AND SHEETS 18 & 19 FOR ASSEMBLY DETAI
Interlock
P-hook
LocksOle la Jamb
Sbalght Astragal
Assembly
Laoksdle9
Straight Astragal
90-Astragal
Assembly
Lodwile@
90'Asiragal
135-Astragal
Assembly
I Locklelle@
135-Astragal
HeavyEuryStiles
Heavy-dutYSbie
Heavy-dutyStile
Heavy-dutyStile
Heavyjdpry5tlle
Heavy-duty Sllle
Heavy-dutyStile
Heald-duly5tile
Heald -duty StIle
Heavy-duty Astragal
1
Outside Garner, ,
OuWtle
Inside
Corner
1=50111111
1 Is1J
Insid!7=
Comer
Ousside
Inside [o
Corner
Part#611111Iel
Parttl61 (Shce)
part p1so(Cm4
Part061(Stlle)
Part tl6l ([!)
Part#61
Pan 961
part q6B (As trzgal)
PaKp61"
Part I%('arner
partgIIO(InJ
Parts 0e1&p32
N"961
ecoalvctl
(Corn.&Fad Mount)
S0047P I NT81 8 - 22 1 POT0130
TABLE3A
Sill Height to Max. (+) DP
(Water Indonesia. Redlg)
SIB Riser Ha(ght
(aj dslAn
(Flat or Box, see
Pmseure, psf
9hee11])
Flush-1-12'
sae erole3
Law-2-1/2'
♦48.87
HIBM1-4'
+90.0
OH LENGTH
ON RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
e Complying With me Florida
Building Cade
NDA-a4e. 17-0420.12
Expiration Date02/17/2020
ArNo. 53705
NOFRAME wtO'r♦tuun ArvunuHAue uurvsrslS ur:
ER
GEE
AMB (9}P-HOOKANCHORS, DETAILS, SHEET
SEE'C5'CLUSTER MAX. UNIT WIDTH DETAILS, SHEET IO
SPLICE
RED Qa (PERPENDICULAR TO GLASS GEE'C5"CLUSTER DETAILS, FOR ASTRAGAL
DETAILS, SHEET 10 FORNOTE,
ERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES'C6' SHEET IO FOR INTERLOCK
INTERLOCK 24' MM
TRIG
SHEET
.C.
KETS ANDCLUSTER,SEE
EE POCKET 1p P-HOOK \ PANEL WIDTH DETAILS, SHEET II
_
MOUNTING I - x 'NSTALLATION,
LRE1014U'
xxAMB
ADAPTER fi•MAX. ( " x x xxxHIS SHEET
xSHEET14
ANCHORS MIDWAY 3-MM.
BETWEENP-HOOKOF
IOPAIRS
ANCHORS & AT 3' x ANCHO4
SFROM TOP&FRAME ANCHORS
toANCHORS 96" (TOTALS
BOTTOM I o UNR 21"MA%. ANCHORS)
4.051'.
�
TOOPENING i@$� I®I I"I 0o-P-HOOK HEIGHT O.c. PERJAMB
EDGE OF POCKET SEE lOY
g ® u"max. o.c. O ANCHORS . (SEEJAMS
INSTALLATION o I I 7J DETAIL
DETAILS 'Je'&'Kd, im i®I mo=P-HOOK BELOW)
END PANEL SHEET 14 8 PART
,T7
K' G `
ANCHORAGE DETAILS'J'&', I ) i®j IoI 3•MAX. ADAPMOUTER
24'MAX
(2 ANCHORS) SHEET 19 FOR ANCHORS
O.C.
Pi OCIK �_____b_� x -
ANCHORS x x - x a . �%�END PANEL
END PANEL x, x •
x x x x x ANCHORAGE gNCHOMGE x• x x x fi'MAX ANCHORAGE (SEE
,�vYx % SKETCH saam
�ANGHORA.
(SEE SKETCH BELOW) �•�} �•�Y
CENTERLINE^TYP' ANCHORAGE
AN
gNCHGRAGE ANCHORAGE ANCHORAGE
OF PANEL ! 2.p4'
24' MAX
EXAMPLE: 5-PANEL, 2TRACK, 90° OUTSIDE CORNER-00CM0-EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48'x98'NCM.PANELS, ANCHORGROUP C IN CONCRETE SUBSTRATE (SEE TABLES, SHEET B) e. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: I NON-STRUCTURAL
I 1)APPROVED ANCHORS: SEETABLEA.
2) ANCHOR LOCATION SPACING FOR A'
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3.
48°
NO'.
•
. INTERLOCK HEAD & SILL; B' MAX FROM FRAME C
PANEL
SEE'C5•CLUSTER USE SPECIFIED CLUSTER FROM APP
WIDTH
DETAILS, SHEET IO TABLES, SHEETS 6-8 AT EACH INTERN
ANTES EETOCK
STRING HT AND CORNER ASTRAGAL
FOR
PLUS SPECIFIED QUANTITY OF ADDR
•+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEI
ADDITIONAL ANCHORS 24" O.C. MAXI
CENTERLINE - JAMUS & P-HOOKS: 6' MAX FROM BC
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QL
P-HOOK ANCHOR DETAILS ON SHEET
REQUIRES +T ANCHORAGE
1 CS"CLUSTER,SEE CENTERLINE
INTERLOCK
I DETAILS, SHEET II rIN _ .
a
EXTERIOR
`CENTERLINE
OF PANEL 3
SHEET 11 FOR OTHER
ET1
1R
:TS 6-B:
ERB.
DATE
;AND
TION,
V.
ANCHORS MAY BEADDED
AS NEEDED TO ALIGN THE
FTgI� HEAD OR SILL IF A SPLICE
21.
OCCURS AT THE Pa-IOOK
MAX
PRODUCT REVISED
O.C.
mP1YIn9 With Me Florida
Be.
dD*do
NOA-No, 17-0420.12
6'64,
INPim9nn Day. 2/17/2020
W MAX.
DY
A, 21°MAX. ANCHOR PAIR D.C.(JAMBS), 14"MAX. ANCHOR
Mtam a .•a=ct contra
(TIES FROM APPROPRIATE TABLES, SHEETS 0-8. SEE �2-1 RACK
FRAMEJAMB
ANCHOR PAIR
°CS" CLUSTER CENTERLINE END PANEL
JL$SHEET IO OP ANCHORAGE
)R ASTRAGAL I~gSTRAGAL
(2 ANCHORS) g•
3.5' MAX.
ft
`"oly LY�r v/�'�,,
..... 'U
acENs • !
- CENTERLINE °+2°ANCHORAGE [__CENTERLINE
OFPANEL 4 I OF PANEL
`*; No. S8105 ? -
•�` ;*_
NVEML 1134275
SGu7m I NTS I 9 + 22 1 PG70130
ASTRAGAL OR SPLICE LOC ON------,AWRAGAL OR I (FOP
� INTERLOCK O INTERLOCK-1 CON
CENTERLINE
II CENTERLINE •CB'
�I *3.5'
7, 7,75°
a•
7E><iJE1N,OR 4' OIAG. 7,
V 2.TRACK FRAME HEAD/SILL 2-TRACK FRAME HE..
ASTRAGAL OR SPLICE LOCATION
INTERLOCK -']—IF NEEDED
CENTERLINE I
USE VINTERLOCK IF NEEDED �• 2.04'
R DETAIL) CENTERLINE I
1.75' E ET
3.5" 21°
DI MAX.
O.C.
2.04' 2.04' 21'
5.64' MAX
EX ERI00.
7° 3.5' O.C.
V T 6•' 2-TRACK FRAME HEAD/SILL
ASTRAGAL OR (FOR SPUGE
INTERLOCK CONDITION,USE
CENTERLINE , "CB'CLUSTER DE
O8"
1
E%T�fIR,IOR
3-TRACK FRAME HEAD/SILL
Cal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REOUIRED,'C4')
ASTRAGAL OR I�SPUCE LOCATION
INTERLOCK-4—IF NEEDED
CENTERLINE I
1.75'
3.5'
08"
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE ^061CULSTER DE
+I 3.5- r-
2.04°
2.04°
4' DIAG.
EXT�ER(IOR E �IRIOR
v 4-TRACK FRAME HEAD/SILL
RASTRAGAL ORIIdTERLOCKORI INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4")
7'
'C5'
DIAL.
( 4-TRACK
ASTRAGALOR SPLICELOCATION
6"DIAG. FRAMEJAMD
INTERLOCK-1 IFNEEDED
EzrEv. ANCHOR PAIR
2.04
ANCHORS MAY BE INSTALLED
21•
EITHERINTHEEXT.ORINT.
MAX
TRACK(INT. SHOWN)
W12.04"
O.0
NOTES:
5.64'
AEBASED ONMSSHOWN
ARE BASED ON MW.
ALLOWED.
e'MAX.
2.FOR HESIANCLLSPUCE
OR
3-TRACK FRAME HEAD/SILL
LOCATIO ORAGE AT
(al ASTRAGAL OR INTERLOCK
P-HOOKSEE SHEET 9.
(USE WHERE 6 CLUSTERCK
FRAME
JAMB
ANCHORS ARE REQUIRED, "CB')
ANCHOR PAIR
PRODUCT REVISED
(FORSPLICE
FOR SPLICED
pI In, wllh I5o Florida
uawi4ome LToaa
ASTRAGAL OR
CONDITION, DO NOT
CONDITIONS ONLY:
NOA-No. 17-0420.12
INTERLOCK+'
USE THIS DETAIL)
SPLICE LOCATION
6xplrallon Cal. 2117/2020
CENTERLINE
3.5' I-'
v NEEDED
—
1�
By
--I [
2.04"
4F
E%TenR10R
V
4"
'—I 3.5- R— -' ""'
4-TRACK FRAME HEADISILL
Cal ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, •C6')
WITH & WITHOUT SPLICE CONDITION
CERT. oFPyrx IpB1B4 1 OtKICJ//V HLVM. JVU-LIW IINYNLI "TnIP^
LJ ® e.wmn me. ar.e mwsr�. ALYNN MIILER i'E.
... Sm m NTS 10 + 22 PGT0130 C REA 58M
(�
. nl
imwammm, iE I�
2.04' EXTERIOR J 7" +1 /1
2.04° EXTERIOR
90'CORNER
GO -CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAO/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5OR 6 CLUSTER
NCHORS ARE REQUIRED,•g4D
ANCHORS ARE REQUIRED, "CB')
4.OR•
IWERICR
4•
INTERIOR
sD
3.S ' IMERIOR
r I C
4.08'
4.08'
3.5'
r
4°
EXTERIOR 7•
90' CORNER
1356 CI
3-TRACK FRAME HEAD/SILL
3-TRACK FRA
("C6" ANCHOR CLUSTER REQUIRED
('D6"ANCHORCU
ATALL 3-TRACK CORNERS)
ATALL 3-TRAI
INTMOR
.6.12LIE.
R
4.
ERIOR
5.88'
,a 90
INTERIOR
19
��`I
I:Te1—��En:4
::. ����jiil .. III►' ��I%�
r 4"
2.04' J EXTERIOR 4' 2.04' ME EROR 8.94-
135'CORNER
136°CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, 'CD
ANCHORS ARE REQUIRED,• 06•)
ll t .MDa
4.08°
zw- —EXE .E
WOR > 4'DIAG. �'IR P� T XTE ' 4°
90' CORNER 135• CORNER
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/S
('('ANCHOR CLUSTER REQUIRED (-O8' ANCHOR CLUSTER RE
AT ALL 4-TRACK CORNERS) ATALL4-TRACKCORNE
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Ipro TECNNIXt1GY,
2 DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND IND LDBE NT�wcgnar:
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. rylfl �'l�
+1 ANCHOR
EMERIIXi
7'
CENTERLINE
OFPANEL
4' INfERpR ON '+2'ANCHOR
EXTERIOR ALL
F VIEWS
/SILL V
SQUIRED
ERG) 4" OIAG.
2.04"
.12" 435-
I_ CENTERLINE
OF PANEL
+3' ANCHOR
.04"
'G 3.5°
A'nIAr4
7' EX EPo09
3.5"
2 04' CENTERLINE
OFPANEL
ILL 4-TRACK FRAME HEADISILL
QUIRED INTERMEDIATE ANCHOR LAYOUT
RS) (3-TRACK SIMILAR)
sr I NT51 11 > 22 1 POTOI30
'+I'ANCHOR
RUNE
OF PANEL
•+2"ANCHOR
2.04'
3.5"
WlI� CENTERLI4' NEOL
OFPANEL
'+3• ANCHOR
2.04• 4'DIAG.
7"
CENTERLINE
�— OFPANEL
HEADISILL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as comPlyln99e MDI Ilse Florida
NDR Ng CotlA-No. 17-0420.72
Explra0on Date 02/1712020
* f No.58T05
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET
EDGE DISTANCE:
EDGE DISTANCE
EDGE DISTANCE:
MIN. OF3 THREADS BEYOND
THE METAL SUBSTRATE
SEE TABLE A SHEET 1
REE TABLE A. SHEET 1
SEE TABLE A. SHEET 1
2-i/18'•
2-1N8'•
2-1/i6"'
NOTES:
EXTERIOR I)q•
1/q•
V4" 1.ALLDIMENSIONS
a r MAX
�
SHIM
MAX.
IXTEwOR --� � r SHIM E�
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
1
'j
EMBEDMENT: 7
1
2. MEAL OR WOOD
SUBSTRATESMAYBE
SEE TABLE A. JJ
USED FOR ALL FRAME
SHEETI
TYPES PER TABLE A,
2XWOOD WOODANCHORTYP.,
2X WOOD WOODANCHORTYR,
METALTYP., EMS ANCHOR TYP.,
SHEET.
TYP, SEE ANCHOR SEE ANCHORNOTES
TYR, SEE ANCHOR SEEANCHORNOTES
SEEANCHOR SEE ANCHOR NOTES
NOTE3,SHEETI &TABLE A, SHEET
NOTE3,SHEEI &TABLEA,SHEETI
NOTE 4, SHEET &TABLE A, SHEET
•DIAGONAL
®2-TRACK FRAME HEAD
3-TRACK FRAME HEAD
6
4-TRACK FRAME HEAD
O.C. IS
MIN 4- (HEAD & SILL)
w WOOD INSTALLATION
WOOD INSTALLATION
METAL INSTALLATION
OR 6" (JAMB) SEE
WOOD ANCHOR TYR. 2XWOOD
WOODANCHO TYP., 2XWOOD
SMSANCHORTYP., METAL TYP., DETAILS, SHEETS 10&11.
SEEANCHORNOTES TYP., SEE ANCHOR SEEANCHOR S TYP.,SEEANCHOR
SEE ANCHOR NOTES SEEANCHOR
&TABLE0. SHEET NOTE3,SHEE1
SEE &TABLEA, NOTE3, SHEETI
SEE &TABLE A, SHEE1 NOTE 4, SHEE1
SEEANCHOR
ANCHORANCHOR
MIN. OF 3 THREADS BEYOND
N0I
]HGT
TE
THE METAL SUBSTRATE
(1145HMAX.)
•' • ' ._ s :. -..r . 1 MAX.)
(1/4MAX.) (V4
FxfrRlOg I
So R"SHEET
E JODR I
EMBEDMENT: SEE
(�]
TABLE A, SHEET 1
" 2-1/18"
21%�2-1A
E'•
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEETABLE A, SHEET 1
SEMSEDMEN
_E TABLEA, SHEETIEMB,
WOOD INSTALLATION
S WOOD INNSTALLATION
�MET�AL INSFTALLATION
EMBEDMENT: SEE
TABLE A SHEET i
PRODUCT REVISED
PIYin9 wI1M1 iM1a Florida
BGOUa
EMBEDMENT: SEE
wDA-61g ow-tto. 17.0420.12
TABLE A,SHEE1
EDGE DISTANCE:
EapimOon Data 02/17/2020
SEE TABLE A.
EMBEDMENT: SEE
METALTYP., SHEETI
By
TABLE A, SHEE1
EDGE DISTANCE:
SEEANCHOR
la .aaum Cpnvol
EDGE DISTANCE:
SEE TABLE A,
NOTE 4, SHEET
2XWOOD
SEETABLEA,
2X WOOD SHEETI
TYP.,SEEANCHOR
SHEETI
TYP SEEANCHOR
NOTE 3, SHEETI
NOTE 3, SHEET
2-1/16"-
SMSANCHOR
2 1/16' •SEE
TES
ANCHOR NOTES
WOOD ANCHORTYR.
&TABLE A, SHEETI
SEE ANCHOR NDTES
4-1116'"
WOODANCHORTYR.
MIN. OF
tlll
&TABLEA.SHEET1
SEEANCHORNOTES
&TABLE A, SHEET
THREADS
BEYOND THE
�N?',�?'N,y''%
EnMOR O
E%i�ERwOR METAL
\`�%
��,,vvn7++
` �•'UOE1fS
II
1/4• MAX. SHIM �-1 I--
FXIEwOR
fv1
`� SUBSTRATE
Ild' MAX SHIM is F-�
1/4' MAX SHIM 11 —
= * i No. S6705
2-TRACK FRAME JAMB
WOOD INSTALLATION
3-TRACKFRAMEJAMB
® WOOD INSTALLATION
4-TRACK FRAME JAMB
S METAL INSTALLATION
I
0 �•��/�`
OnraYx�+.ODratrve•.•
R vtnq Rmas
ANCHORAGE DETAILS
��
' P ', �o
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SERIES 770ALUM. SGD-LMIMPACT
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s.w, .. —
A. IYNNIILEF. P.E,
JR f0'fOM4
®
TTS 1 12 a22 PGT0130 C
P.EOU706
INSTKLLATION DETAILS EMBEDMENT:
SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I NOTES:
EDGE DISTANC
EDGE
DISTANCE:
EDGE DISTANCE:
TEL DIMENSIONS
NCRETE
.SEE
ABLE. SHEET 1 CONCRETE
BEETABLE
A, SHEET I CONCRETE
SEETABLE A, SHEET I
SHOWN ARE BASED
ER
2-7/1BPERTABLE
2-1/16" PER
2411C•
ON MM. ALLOWED.
A, SHEETS
SHEETI
_ A, SHEETI
'DIAGONAL O.C. I6
EXTERIOR
-
i•;
��
I .,,.r
--1
1' r
Mom. MIN4'(HEAD&SILL)
i
SHIM OR 6'(JAMB)SEE
EMBEDMENT:
1/4' XiE1COR
1/4' EXTERIOR
DETAILS, SHEETS
IO&11.
SEETABLEA,
MAX.
MAX.
SHEETI
SHIM
SHIM
PROPERLYSECUREDIX CONCRETE ANCHOR TY PROPERLY SECURED
IX CONCRETE ANCHORTYP., PROPERLY SECURED IX
CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCKTYP.,jSEE
SEEANCHORNOTES& WOOD BUCKTVP., SEE
SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLENSHEETI ANCHOR NOTE 3, SHEET
I TABLENSHEETI ANCHOR NOTE 3, SHEET I
TABLE A, SHEET
2-TRACK FRAME HEAD 3-TRACK
FRAME HEAD 4-TRACK
INSTAL
CONCRETE INSTALLATION e®e CONCRETE
STAATION CONCRETE ON
CONCRETE ANCHOR TYP., PROPERLY SECURED IX NCRETE ANCH I
TYP., PROPERLY SECURED IX CONCRETE ANCHORTYP.,
PROPERLY SECURED IX
SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
WOOD BUCK TYR, SEE SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE
TABLE A, SHEET ANCHOR NOTE 3, SHEET I TABLENSHEETI
ANCHOR NOTE 3, SHEET I TABLE A, SHEETI
ANCHOR NOTE 3, SHEET
SEEANCHOR
SEE ANCHOR
SEEANCHOR
NOTE 6, SHEET
NOTE 6,
SHEET;
NOTE 6,
SHEET 1-
I (114-MAX)
1
I (114'MAX.)
1
it!
I
1
E%TEWO0. E%IEPWF
EXTEMOR y'_
�2-0/18°'
CONCRETE
2-1N8"'
2-1
6°'
EDGE DISTANCE:
CONCRETE
EDGE DISTANCE:
CONCRETE EDGE DISTANCE:
PER TABLE
A. SHEET
SEE TABLE A. SHEET I
PERTABLE
EETABLENSHEETI
PERTABLE SEE TABLE A SHEETI
EMBEDMENT: SEE TABLE A, SHEET I
ASHEETI EM
EDMENT: SEE
TABLE A, SHEET I
A, SHEETI EMBEDMENT: SEE TABLE A,
SHEETI
2-TRACK FRAME SILL
3-TRACK
FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION
CONCRETE
INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET
IO ma Ft. Id.
p . �
euiia'inL
M EDMEM:SEE
i
NIII
NOA-NP. 17-0420.12
A
LEA.SHEET �1
t
.;•
EDGE DISTANC
'- EDGE DISTANCE: PROPERLY SECURED
SEETABLEA,
EMBEDMENT:SEE
` CONCJC
ANCHORI
SEE TABLE A, 1XWOODBUCKTYP.,
SKEET
TABLE A, SHEET I~I
—J.
R
ANCHOR
- SHEET SEE ANCHOR NOTE 3,
ROPERLY SECURED
EDGE DISTANCE
TABLE
-_
SHEETI
%WOOD BUCK TYP.,
�t: SEE TABLE A,
SHEETI
•!+, 2-1/18"
-EANCHOR NOTE 3,
SHEET
CONCJCMUANCHOR
2-1/16"'
SHEETI
TYP., SEE ANCHOR
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-' 2-1H6" PSECURED
NOTES&TABLEN
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TYP..
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CONCRETE
NOTES&TABLE A,
SER
i
NOTE 3;
SHEETI
CONCRETE
ORCMU
SHEETI
• CONCRETE
OR CMU EXTERIOR
PERTABLE
EXTERIOR
OR CMU
_
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A. SHEET I
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JAMB 4-TRACK
FRAME
JAMB
\ CONCRETE/CMU
INSTALLAT
CONCRETE/CMU
INSTALLATION CONCRETE/CMU
INSTALLATION
13 • 22 1 P070130
3H
* : No. 58705
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INSTALLATION DETAILS
EMBEDMENT:SEE
TABLE A, SHEET 1
FRAMEJAMB
REQUIRED ATALL
INSIDE POCKETS
TO PREVENT
ADAPTER WATER
I INFILTRATION
EMBEDMENT:
& TABLE A, SHEET I
SEE TABLE A,
(ALSO SEE TYP.
SHEET 1
_
z8 ILLUSTRATION, y+HEET 9)
DISTANCE: SEE I
TABLE A. SHEET 1
EMBEDMENT:
—
SEE TABLE A,
Y9
Ex MOR
SHEETI
PHOOK WOOD ANCHOR TYR,
SEE ANCHOR NOTES
�
p4100K
& TABLE A, SHEET 1
CONCRETE OR,
(ALSO SEE TYP.
2.693- MIN.
CCO PER TABLE
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
A. SHEET 1
P-HOOK FOR USE WITH
FLAT SILL RISERS
Jw PARTS#Ia. 920.#22 OR#24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP.,
SEEANCHOR
P+10OKMOUNTING CONCRETEOR
NOTE 4, SHEET i; EMBEDMENT: BEE
TABLE A, SHEET
ADAPTER SMS CMUPERTABLE 1
MIN. OF3 THREADS
ANCHOR TYP., SEE A, SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
29 &TABL SHE 1 EMBEDMENT:
EE
(ALSOILLUSTRATION, SEE TABLE
r
A,-
EMBEDMENT:
I SHEET9)
SHEET
SEE TABLE A.
--YDGE DISTANCE: SEE
SHEET 1—,
real a a cun�T I
P-HOOKSMSANCHORTYP., EXT9P10R
J SEE ANCHOR NOTES �n
& TABLE A, SHEET 1 V
ALSO SEE TYP.
2MIN.
ILLUSTRATION, SHEET 9) EDGE
DISTANCE
®P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19, 921, V23 OR#25, EXTERIOR
METAL INSTALLATION
(SEE TABLES IA, 2A& 3A MOUNT
FORWATERRATINGS) ONLY
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES&
TABLE A, SHEET 1
1.'1/4' MIN. EDGE DISTANCE
E%tEPIOR
�j
P-HOOKMOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A, SHEET
TABLE A SHEET
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18.#20.#22 OR#24.
CONCETEICMU INSTALLATION
INTERIOR MOUNT SHOWN.
(SEE TABLES IA. 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOKMOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLE A.SHEETI
ANCHORTP.,SEE
... ...,. o.:. ... . .
... ..
ANCHOR NOTES & TABLE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS "FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
_ 06STRATION,SHEET9 PRODUCT REVISED
46 ) as complying with Me Florida
x0A-xo. 17-0420.12
Eaptratlpn CM 2/17/2020
1-114'MIN. EDGE DISTANCE j
P-HOOK CONCJCMU /
EXTERIOR
ANCHOR TYP., SEE J
fl
ANCHOR NOTES S TABLE
P7,MIN.
V
A, SHEET 1
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH BOX SILL RISERS
SP-HOOK
Kc PARTS #19, #21, #23 OR #25,
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES IA 2A& 3A
MOUNT
FOR WATER RATINGS)
ONLY
SERIES 770ALUM. SGD - LM IMPACT
scpam NTS 14 1 22 ro PGTO13D
*: No. 58705
CONFIG. EXAMPLES
MAX UNIT
HEADER DETAIL'A',
WIDTH
MAX. UNIT WIDTH
SHEET 18; INSTALLATION
MAX
DLO
NOM. PANEL WIDTH
DETAILS'AW &'A.',
WIDTH
TYP. PER iA8LE51-3
INrEaloa
SHEETS 12 & 13
NOTES:
7) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
-
PANEL
PANEL PANEL
PANEL
ExiERIOR
90'
CORNER DETNL'N2', v
TABLES, SHEETS 6.8 FORMAX.
TYPE TYPE
17
PANEL HEIGHT AND WIDTH. SEE
TYPE
'OS' 'AS'
TYPE
SHEET 19 & CORNER
SHEETS 18 & 19 FOR SECTION
A
'K
ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR
MAX.
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PANED %
MAX. UNIT
/ MAX' HEIGHT
'
INTERLOCK DETAIL
INSTALLATION DETAILS.
ANEL�'
'
WIDTH TYP' 9
PER
'M', SHEET 19
2)(1) LCCK(ITEMS 75& 107-110)AT
HEIGHT
SEE
PER
HEIGHT TABLES
EACH LOCKSTILE, LOCKING INTO
NOTE 2
TABLES 1 I3
7-3
EXTERIOR RREMOR
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ORASTRAGAL
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ASTRAGAL &INTERLOCK
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COMBINATIONS PER DP/ANCHOR
TABLES
DLO WIDTH = NOM. PANEL WIDTH -7'
SILL DETAIL D', SHEET IB;�
INSTALLATION DETAILS
EXAMPLE: 90' INSIDE,CORNER 4PANELS-XXMX
OLD HEIGHT =DOOR UNIT HEIGHT-10.126'
PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866'
'DW 8'Oc', SHEETS 12873
SILICONE
STRUCTURAL
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Part#
Description
Material
124
Kommerling 4SG TPS Spacer System
125
Ouanex Super Spacer DXT Mth Hot Melt BUM
Sae this
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128
Ouanex Duraseal Spacer
Materials
127
Cardinal N_ E49e Spacer
OTHERS POLYISOBLRYt ENE R
WITH DESICCANT DESICCANT
GLA93 EXT. GLASS
#6X1'
KPH EMS PRODUCT
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Building Lama= wim tan Hands
INT. CLASS INT. GLASS NOA-N.. 17-0420.12
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SHEET 18; INSTALLATION
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SHEETS 12 & 13
19
ASTRAGAL HEADER DETAIL W, SHEET
DETAILS'L1' & 10; INSTALLATION DETAILS
L2, SHEET 19 'AW &'Ad, SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
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'I:
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2( TRACK) 'DW & Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX00C (2-TRAM
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18, INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL 'IT, SHEET 18; INSTALLATION
'H. &'Hc', SHEETS 12 & 13 'Jd.'KY! &'Kd, SHEET 14 DETAILS A Bc', DETAILS 'I W &'Id, SHEETS 12 & 13
SHEETS 12 813
r MAX. UNIT WIDTH
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PANEL
PANEL
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TYPE
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MAX. UNIT
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SEE
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/
13
OLD
NOTE2,
TABLES I-3
HEIGHT
6HEET 15
qq
LL
O
X
X
X
i,
EXAMPLE: OXXXp
SILL DETAIL'E', SHEET 18;`l
(3-TRACK. RIGHT POCKET)
INSTALLATION DETAILS'
'EW 8 Ec', SHEETS 12 & 131
Imo— MAX. UNIT WIDTH�I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
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A
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'FW &'Fe. SHEETS 12 & 13
JAMB DETAIL'03', SHEET
18; INSTALLATION DETAILS
'GW &'Gd, SHEETS 12 & 13
n IP INTERLOCKDETAIL
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PER TABLES
X. UNIT WIDTH 73
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On wItM1 IM1e Fleride
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' Expiration Cate 02M 712020
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4-TRACK
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18 122 1 PGT0129
PRODUCTREVISED
9o1121RB Ileme O00 FIo00o
NOAJN. 17-0420.12
IIm
* No. 58705 . Y
A.
m
ASSEMBLY DETAILS
(SEE SHEETS 1214 FOR FOR INSTALLATION DETAILS)
0
fl EXTERIOR U
15
W
®STANDARD ASTRAGA1_#67
L1 WITH STANDARD STILES#60
EXTERIOR BOX ASTRAGAL SHOWN
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TOWARDS INTERIOR (BOX -IN)
ri
EXTERIOR
a
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11 ' ITEM #61 (HEAVY-DUTY
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2-TRACKSHOWN 1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
sso-TTd r r VNTS 1�19V • 22
41WERIOR
PRODUCT REVISED
as comply!. "+it611,e Flor1Ua
Building Cede
NOA-Na. 17-0420.12
317
*.' N. 58705
rS;oNAL ENG
A.LYNNMIUERP.E.
P.E F5HI05
NOTES:
7) ALL ALUMINUM = 6063-TG
2) ITEMS # 33-39, 5M9, 66.78, 84.99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF *12 OR #13 REQUIRES
MIN. #10 SMS OR 311V MASONRY
ANCHORS 24" MAX O.C.
PRODUCTREVISED
0u1 tllnD Iylan9 wIM the Fforitla
MCA-N.. 17-0420.12
Expiration Dala02/17/2020
BY
Miaml-0a rptluc entrel
01p 111111 ////
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- �� GICEN9eXC� ��i
No. 58705
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CERLDFAD]Hnerse SERIES 770ALUM. SGO-LM IMPACT 1,11,10
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5.069' 8.562•
0.080'
1211' 1.505`
0.081' 02-TRACK HEAD -84-TRACK SILL
(6003-TB AL) (6003-T6 AL)
6.198`
O'081' O2 2-TRACK HEAD Wf SCREEN TRACK
(6063-T6 AL)
8.528'
0.060"J4=�
-(
1.505°
03-TRACK SILL
(8003-TEAL)
6.221"
0.080"
1 211' 7.fi05'
0.081' O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK
(6063-TB AL) (8083-TB AL)
9.142"
4.49"
0.080`
7.271' 1.W5'
0.081' qO4-TRACK HEAD 07 2-TRACK SILL
(6083-T6 AL) (6063-T6 AL)
----yyyy 1.514'
0,062'
1.260' 0.532°
0.080' 7.516`
0FRAME HEAOfJAMB SCREEN FRAME SILL SCREEN
A06ON 2 AOD-0N
(6063d6 AL) (6083-T6 AL)
REQUIRES MIN 410 SMS
OR3116•MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24- MAX. O.C.
��i
60° II
0.7
1.990`
FRAME SILL BCREEN
�� END AOD-0N
(6063-T6 AL)
REQUIRES MIN. 010 SMS
OR 3fi6` MASONRY
ANCHORS ® 24' MAX. O.C.
cexTa &netuszee
15 3-TRACK JAMB
(6063-TEAL)
21 w 22
1.872"
0.062'
1.019°
0.081°
BCREEN
I
/D STI LE
(6063--T6 AL)
5.069'
-y j-- 1.045•
I
1.993'I
0.082"
14 2-TRACK JAMB
45 SCREEN
TOP RAIL
(6063-T6 AL)
(6063-TO AL)
4 4-TRACKJAMB
(6063-T6 AL)
PGT0130
0.875'
993'
L 0.062°
SSCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
mplya g witM1 the Flari la
140e 0O0 tlu
NOa-Ne. 77.0420.72
eapvmma oate07J17/2020
m
No. 58705
0.718" IF.- 0.83'
3.802" � 2.304' 0.75Y - � 3.802' ��
0.752'
0.574' 1.163°I O.S85"
0.062' J 0.798" 1
0.080" 0.062'
0.264° 0.233" 0.062"
0.075"
6 RAME 11 SILL 20 P-HOOK 20 P-HOOKMOUNTINC OP-HOOKSCREW ao P-HOOKFOR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0.080"
(6083-TB AL) (8083-TB AL) (6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6063-Te AL)
155' 4•
2.30' 1.488' 7,738' +I
0.080'
0.830" 0.062' 1 soo 0.133' 1.00 (///''\\\)�l 7.303"
0.325'
1.974' 3.126' 3425' 0.062°
2.44"
at 136' CORNER a2 135° FIXED MOUNT 4o STANDARD STILE B1 HEAW OIf7Y STILE e2 INTERLOCK 85 INTERLOCK
(6o63-T6AL) (6063.T6 AL) (6063-Te AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979-
0.075'
1.645'
0.126"
OSTANDARD ASTRAGAL
(6083-T6AL) ,
0.281• +I I-
O HEAW DUTY ASTRAGAL
(6083-T6 AL)
Imo-- 4.125'
1A50' Imo- -mot 1.050' 1+-
0.06Y 1.304' 69' I 1yJ7ll�I
1 .248
�045
69 TOP/BOTTOM RAIL 79 BEADGLAZI((I G.) B0 EAOGFIXEDG 61 EADGLAZING
(6063-TEAL) (6063-T6 AL) PANEL CLIP (608&T6 AL)
(6063-TEAL)
+ 1.003'
1.03°
4.
0.757' 0.080"
o.oso•
t06 FF XE13 0.709•
PANEL CLIP 2.093°
1.498' 0.133' 498"
(6063-T6 AL)
o.6eo^ L
.s5o•v
o.ea3
9' t33FIXED PANEL 5.621"
RETINER71W28269.0(6063-T6AL) 11890' OUTSIDE CORNER ASTRAGAL
FIXED PANEL tie 80° CORNER RECEIVER (6063-T6 AL)
100 RETAINER, 9/16' (606346AL)
(6083-T6AL)
91N)180.1600
rFm. orwmreems
6.621"
0.133•
120 (6090' SIOE CORNERASTRAGAL
63IN-TEAL)
22 a 22 1 PGT01a0
PRODUCT
9FloridaREVISED
9unalnB ceaewNn rho Florida
NDA-No. 17-0420.12
E.W.Uon D.E. 0W17/2020
No. M705