HomeMy WebLinkAboutNOAM IAM FD MIAMI-DADE COUNTY
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) i" w.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 mateQi!I Tested for quality assurance purposes. If this product or material fails to
perform in the accepted manned 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'ihis acceptance, if it is determined by tvliami—Dade County Product Control
Section that this product or material fails to meet the requireme of the applicable building code.
This product is approved_u-, n ed herein, and has design to comply with the Florida Building
Code, including the Hygli Velocity Hurricane Zone.
DESCRIPTION: Seri " GD-770" Aluminum Slidin G sir w / 90* & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing o. T0130, titled "Series 770 Alum. SGD - LM ImpacY', sheets
I through 22 of 22, dated I0110/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller„P.E. bearin the Mmi ia-Dad�om e' t Control Revision stamp with
the Notice of Accepta in er and expiration date by the ami- uu> t Control Section.
MISSILE IMP T RATING:; Large and Small Missile Impact Resistant
C
LABELING: Each um ' 1 ear a permanent label with the manufacturer' or logo, city, state,
model/series, and following s+at6i lent: "Miami- a e oun o uct-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 hiiilding 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 datelinay be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done i0iits 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# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned atiove.
The submitted documentation was reviewed by Jorge M. Plasencia, Y.E.
NOA No.16-0629.06
,Expiration Date: February 17, 2020
10��7�A�
Approval Date: August 04, 2016
Page I
1,6 1 !
PGT Industries, Inc.
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 B dated 05105116, 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, Tnc Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
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 unAi NOA No.14-0123,10)
3. Test reports on l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
"" 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
r' t" 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 Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, allsigned and sealed by Julio Gonzales, P.E.
(Submitted rr/lei NOA No. 09-0826.10)
r 'r rN
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 11, 2020
Approval Date: August 04, 2016
E-1
~ J�
� '�
PGT Industries, Inc.
NOTICE OkACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (CoNTrmp)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Au 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 24113.2.1, 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 Reports No.: FTL-5980,
FTL-5993, FTL -6036, FTL-6001, FTL-6014, F rL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, F1TL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-082630)
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,'VOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014), ,dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn 'killer, P.E.
(Submitted under previous R'OA No. 14-0128,11)
2. Glazing complie`'s 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. '14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PYB Glass Interlayer" dated 04/25/15# expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas®':(Clear and White) Glass Interlayers" dated 06/25/15, expiring on `
07/04/18.
F. STATEMENTS "t
1. Test proposal N K 16-0152 dated 03/09/16 approved by RER.
2. Lab complian6As part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL''-.8968.
z Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
iv Approval Date: August 04, 2016
E 2
i�
2tiF�t
S'
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G'
F. TESTS (cONTINUEq)
3. Statement 16ttei,, of conformance, complying with, FBC-5°h Edition (2014), dated
October 8, 200; issued by manufacturer, signed and;'sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS a
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aldr inum Sliding Glass Doors w/90° &135' corners - L.M.I. approved
on 10/29/15 iand,expiring on 02/17/20.
TV•i:'
6
F:CY
i spit.
C l i%y
4
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August04,2016
E-3
?i
I
Y
SERIES 770,-IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE S. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
3)ANCHORAGE: THE 33-1/3% 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.
6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITYHURRIC6riE ZONE (HVH_).
8) DOORSfZEBMGST BIEVERIFJED FOR COMPLIANCE WITH EGRESS REOUIREMENTS PER CURRENT
FLORIDA BUILDING CODEAS APPLICABLE. •— •»'L-----!=
TEST REPORTS: FTL-5980, F(L6993. FTL6001. FTL-6014, FrL6015, FTL601 r.-I-TLh022. FTLE022,
FTL.6024, FTL-6025, FTL6028, FTL-6031, FTL6033, FTL-6036 AND FTL-7554
TART P A
Group
AaMr
Substrate
Frame
Menber
Min Edge
Dislawe
Min
ERbedwl
1
1W EM UIlMcon
W rcnk Pin. 295 n0
adI51W am
I
1 B'
U,.O WILL, (ASW G&I)
XMS Ny
—71—w
i-1IT
G
5
21i2'
2
1l4' Eto 4105..
Oates
HeaN6WJame
ty4'
Lagmuted CMU, (ASTM Csol
Jamb n l
- l2
P.T.SMImm Plro SG•0551
HMSSIMMIb
1'
1.30-
Darcrete (Mn.20bkep
HeaWslu
1'
rye'
IM EM LWIM.
UnOmufIdW ASTMO90)
fm60
1•
1-IM,
012. IM cr410
as.smS.
P.T. 9putllem Plre (SG=O.SE)
HeaNSWJamO
0/1S
fyfi-
Numimm, OND,D'
MeadISIA/JemO
3'a'
O.OBY
WMI. A3T
Hna SWJ.b
9le'
0.050'
3
(min. 11 UoeadMln)
Steel Gut, AW Or. 33'
W2&SLVJmsb
I &W
0.0151'
119 Dca I" as.
AO9a Iw
Concrete Wh 3275 kW)
Wa SWJ.b
I -IQ'
rye•
U1 uted oMU, (ASTM Gs0)
Jsmb ONy
S
1-114-
Gnukd WU(AS1M ON. mh. 2 M put)
Jamb mly
3'
2'
P.T. Souteem Piro SG•0.55
HeeWSIWJe b
1'
1yT
sk4 SM905,
P.T. SomMm Plre (SG•0.55I
tMe/GWJamo
MIS
tyS
- AMNeVn,606
-&—Jemb
a'Y —
Does-
pNn it tnreid'cnn)
stool a]e•
twasuuJame
3-e•
o.osw
GteN Stud. A693 GY. Y
He__nUam5
-. a9'
0.0451.
MIN. OF 3 THREADSBCYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"P-HOOK INSTALLATION REQUIRES 2.693' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
LICATIONS IN MIAM4DADE COUNTY USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
1) FOR CONCRETE/CMU SUBSTRATE APP
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS 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.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30M FELT PAPER OR MASTIC IS
ftt HAVING JURISDICTION
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHOR
TABLE SEEDETAILS ON SHEETS 4& 5 DESIGNPRESSUREMUNG IMPACTRATMG
Glace
peralpUon (UMd ham Eebdmb Inkdo*
63
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G '
MI9•IanU. .II!) Use, a11/Y HS Ms. xi hxow PVa bkdsym
04
7118'la MM!(2) Utes of WIT HS Gean WN.090- SO INetlaer
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GSA
1'La oted LG: Ile TEx"rCa +WlVXr6pare+7/16-LanIMW:(2)U IdWl6'HS GOoxim.02S PVB Imadryar
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MA
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GI
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GB
1'lamba!ed LG: Y1S TEaledor Gp+3IB'Nr5 Ce+TIlS lamMled;R)laepHYIS ANN Glees MIN .OpO'EG NMayar
WA
1'LaminNed l.G:114'TEakdor Wp+MiS Alr Spaze+T/18'IanlwLLtl', Te)Ues of3'1S ANN GIeec iN.09C 5G IMed o
SEE TAaLE51,2 A30N' RATED FOR LARGEASMALL
WEETL 6,]A9 MIe51LE IMPACTREGSTANCE
ST7 LIMOS USED:
•2014 MCRIDABUILDING CODE (FBCLS17H EDNION
-ASTM E1300419
eANSVAF&PA NO9-M112 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
•AIS4Sl[D VS2-3V10
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
T'=TEMPERED
'PVB' -.090- BUTACrre PVB BY KURARAY AMERICA. INC.
'SG' =.090" SENTRYGLAS® BY KURARAY AMERICA, INC.
16-0629.06
ax,lm6an Date02/17/2020
By_
Pra u[ `on4ol—
N0. 58705
aa=r os .w, - _ _ - 1 rERr. ccAurnrs>ae 1 1 sc� I NTSI 1 • 22 1 PGTO130 I e I o.EYlvrw I
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
MAX UNIT
WIDTH
NOM. PANEL WIDTH
NOM. PANEL WIDTH
PER TABLES 1.3
+
PER TABLES 7J
MAX. UNIT
HEIGHT
+ to
+° +
I p
gg
jgi,"a,
i l�; S
MAX. UNIT
HEIGHT
� t
PERTABLES 1-3;
PER TABLES 1S
I
gam
i
NOM.
PE
MA)
HE
PER V
P .r
.. - 'CUNFIC
.�. -
IANELWIDTH
RTABES"
„mAx:
urvn velum
t
.UNIT
GHT
SUES 13�
/1
h
�
_
3-PANEL CONFIGURATIONS
3 1 13
MAX. UNITWIDTH —
NOM. PANEL WIDTH
PER TABLES I2
�t3
MAX. UNIT t t.
HEIGHT t s
PER TABLES 1-3
Ii1 I7� IL1 /P11
m N Q'a iV
5-PANEL CONFIGURATIONS
NOM.
PE
Rw MA)
HE
T
�@ TABI
CONFIGURATIONS NOTES:
'
l) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
-
LOCATIONS USING DETAIL'Jw.'JC','KW'OR'KC'INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, PXXXX OR XXX%p. OXXX IN POCKET CONFIGURATION
CAN BE OXOO(p.
I
2) 90' & 133' CORNER CONFIGURATIONS CAN BE A COMBINATION
j
OF ANY 2 STRAIGHT CONFIGURATIONS.
p>
g g
1 i a 1
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X'= OPERABLE PANEL,
INOPERABLE
'O'= INOPERABLE PANEL,
j
°p"=POCKET r—DETAILETTER
W = WOOD OR METAL INSTALLATION
"c'=CONCRETE INSTALLATION
SHEET NUMBER
>4._�
- • - -
— iFaiFliElfB)fea{Fl
ifli87
m
V7
m
r�`QT
WIDTH = NOM. PANEL WIDTH'=7'--
HEIGHT = DOOR UNIT HEIGHT - 10.125'
VEL HEIGHT= DOOR UNIT HEIGHT -1.866-
o
4-PANEL CONFIGURATIONS Sy9 /
UNIT WIDTH
NOM. PANEL WID
PRODUL
PER TABLES 1.3
ae compl1y�
eu8em4t
'I
{3
Y[plrepon
MHUNIT6
EGHT
p
BE
By
Mla
�26
PER
/ i8
/
vom
;THm
a�
TABLES I-3
Imo'
SHEET.
CEM.CFRNM8
POCXET
INSIDE
sco-Tm�NTS 1 2 1221PGRH30-2 1211PoTD130
ALYNNMILLERPE
RE.O 58705
EXAMPLE CONFIGURATIONS
MAX TESTED UNIT WIDTH=
355.7/16' Q 96' HEIGHT
300-1/4' (3. 120- HEIGHT
NOM. PANEL WIDTH
PER TABLES 1-3
1 1 1 t
MAX. UNIT t1 tto
HEIGHT. t
98' OIfR 120'
]�
6-PANEL CONFIGURATIONS
r
•_
_ -
NOM. PANEL WIDTH
1 t3 a
PER TABLES 1-3
MAX. UNIT t tB
19
t
t9
a
HEIGHT
PER TABLES I-S
J�
7-PANEL
CONFIGURATIONS
MAX.UNITWIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
tc
MAX. UNR 1 1
HEIGHT
PERTABLES 1-3
1
CONFIGURATIONS NOTES!
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DE TAIL'JW','JC,'KW OR'KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE
p)o=p, pX)= OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90- 8135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X' = OPERABLE PANEL,
.0.- INOPERABLE PANEL.
'P' =POCKET
-°/ --DETAIL LETTER .
'W = WOOD OR METAL INSTALLATION
^® "•'e=CONCRETE INSTALLATION , -
L—SHEETNUMBER
i DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIG HT - 10. 125*
t iggy PANEL HEIGHT =DOOR UNIT HEIGHT-1.866'
FE
I �
PBtl2T : �
R�1tlf�fViE1�El
iolE
f�GT
ILi
&PANEL CONFIGURATIONS
1G-0029.06
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B ,in oat. 02H7/2020
miam mauve Conw
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3
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ALYNNMILLDLP.E.
IPLE CONFIGURATIONS
ES 770 ALUM. SGD-LMIMPACT
marw
"m
NIS 3 �22
PG7af30
B
RE158i05
E
711W NOM.
7/16- NOM.
1' NOM.
3/16' HS GLASS
—
3/16" HS GLASS
3/16- HS GLASS
.090' PVB
.090- PVB
.090' SG
3116" HS GLASS
3/16- HS GLASS
74
3/16' HS GLASS
74
3/6" AIR SPACE
71
3/16' T GLASS
v
ExreaoR
3!4' NOM.
IX7ERp;,
3/4' NOM.
GV+SS
3/4' NOlA.
GLASS
BITE
1z41Z7
GLASS
SITE •
SITE
EXTERIOR
9U :
_
I(
9
-
53
-"
d
_
65
7 " LAMINATED GLASS TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1' LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16- NOM.
1" NOM.
3/16' HS GLASS
1/4" HS GLASS
1/4' HS GLASS
'
,090' PVB
.090' SG
1!4'HSGLASS
74
1/4- HS GLASS
i4
5/17.--
1/48Y
3/4' NOM.
3/4' NOM.4°
NOM.EXi=R10R
EXTERIORGLASS
GLASS
*SPACE
LASSBITE
BREBITEE1_^81
/
9116" LAMINATED GLASS TYPE 33A
9116" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
T=TEMPERED
'PVB' =.09T BUTACITE PVB%Y KURARAY AMERICA, INC.
-SG-=.090' SENTRYGLAS%Y KURARAY AMERICA INC.
I
FRIES 770 ALUM. SGD - LM IMPACT
wrrr
sco-77o NTS 4 a 29 1 PGM130
REVISED
IM No FIo44a
16-0629.06
-.'..'. I.......
It 67( .
A. LYNNMILLER P.E.
P.EO®]OS
GLAZING DETAILS (136 G6A G7, G7A G8 & G8A) _
3/16'HS GLASS NOM. -'y 3HB' ANNIGLASS �� 3/16'AN090LASS:E .+I SG
]4 3/16'ANN GLASS V1. 3/e'AIRSPACE A31W T GLASSe2033/4'NOM. E%TEPoDR t2Lt2i 3/4'NOM.
GLASS a GLASS
BITE
SITE
EMEWOp
E% RIOR55
I
B
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1' NOM. 9/16' NOM. 1' NOM.
3/16' HS GLASS 3/16' ANN GLASS
V4' ANN GLASS
.OBO' SG .090" SG
3116' HS GLASS .090" SG 3116' ANN GIAS3 �-
S/16'AIRSPACE i4 1/4'ANN GLASS i4 5H6'AIRSPACE ,].
1/4'TGLASS 1/4'T GLASS //`�
az
03 03
3/4' NOM.
3/4'MOM. UTERIOR GLASS 12L14] 3GLASS.
1241z GLASS a BITE GLASS
BITE BITE
Ex DR
E ERIOR
3,
]B _ , �5^
55 55
1" LAMINATED I.G. GLASS, TYPE GOA 9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A
GLAZING NOTES:
'ANN'=ANNEALED
'HS'- HEAT STRENGTHENED
T=TEMPERED
'PV=.090'BUTACITEPy by KURARAY AMERICA• INC.
'SG' =.090" SENTRYGLAS`13Y KURARAYAMERICA, INC.
s,0uatm
LWI:OFAUIH fDE4
I. SGD - LM IMPACT
e++rr
5 '+ 73 PGT0130
Design Pressure (DP) and
conflc
Far comer astragal arc
Table applies b Glass
x s 3, 3& 5, M. 7, 7A. 6
IA and the Stile I Asbaxal
types shorn belos.
E
24'
Ir DLO
a
H
Jambmb
9
-P-hook
6N i
30°
OLD
He. Sill
04+1
Jamb
B
P-hook
6+7
36'
DLO
"Slll
04+1
Jamb
'4T'
'0
Head/Sill'-
Oi+it .(
Jamb:.-_P
a- In
Rtsook
6
48'
OLD
Head5111
C4+2
Jamb
B
P-hook
I 0+7
IR EXAMPLE ON USING TABLE. SI
or quantities Required, (farall approved
Ins on Sheets 2 & 3)
on so' or 135° comer uldts, see exat 11
Maximum DP for all a 9:+r0 1.80 I 9111 HeighttoMax. be DP
(May be Invited M e 1A) Pi H Alht Rating)
11 Pi He
NOTES:
i) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-11e SILL
2) WHEN USING THE 2-V2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER UP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TASLEIA. -
3) e. 3.1/e AND 2-i/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-10 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 FLORIOA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ser ag (+)paslgn
(Flat—.1aee Pressure, Psfl
--)/— 60. c)
OH LENGTH'
of OH RATIO 21
O O
L
OLD WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.666-
Oil RATIO = OH LENGTH
OH HEIGHT
Intedork
Pbspk
LackS:ile gJarOe
Siai'hiA 'It
Assembly
locksNe@
-9_StrL tAstragal
90'As[m8al _
I � Assembly
"e IiJ le@
90-Astmgal .n
a-135'AstraBat
,`--- Ass¢mbp
taksaie@
135'Artrzgal
Standard5tiies
Standard SGle
Standard Sale
Standard5tlle
Standard Stile
HeayYEu1VStile
HeaW ut SUle
Heavy-duty Stile
Heay duty Stile
Standard Astragal
Outside comer
Outside
Come
c. e
' [.cp�ygl�'
t��^1--,'I$Q�tl
^f�
Corner
Outside
Inside Corner
Loner
Part p60 (ag)
panow
Partk60
part 060(Stile)
Pn9671Asmagal)
part 960
Part 118 (Comer
part g119 (Duc)
Partp120 (in)
parts pal(&932
Part N61
Becave1)
(Corn.&FIN Mount)
sm2m I NTS 1 6 + 22
16-0629.06
w
Design Presaure(DP)enF Anchor Ouantlaes Required, approved configurations ona on Shoals 283)
Max(muln DP for all sizes: /4i0
IM-ail
For comeraslr�alalvAeraOa 0n90' cr 135' coma urvo, ace alnelll
(Nay be Bmhed by Tabb?A)
Uw UNt
Height
ib7A. TyBA
a6.
BP
B4'
66'
1@'
1W
114'
120'
4.1 M.ft.
1In b, M. T. ]A. 0 Lpe
09.Wr
0L0
A IB
O
,;
Trow,
Bn440r
CLO
Bt-M
0.0
103 IB'
10&LB'tt0
n
end Na SBta/AatnpalNRa
2MIGmup
G.
AD2M1
Gmup
.v
up
AnclurG
.u.1
Anabbl
T
G111
Anclmr
Glbup
c,
Ana
4110mn b9bn.
1
1 ]
]
4
1 20l
1 2
3 {
1 2
J 4
1
...G
2"
] 4
1 2
] 4
1 2
J 4
1 2
3 4
1 2
]
1 3
1 4
ed15111
G+t
U+
G+1
U+1
G+1
UM
+
+
UN
GN
H
U+
Cut
H
G+1
UH
U•1
UN
G+
Cu
+1
U+
H
1
U+1
U+1
UH
GH
Jam0
B
B
B
B
B
e
8
8
8
8
0
0
0
B
0
0
10
10
10
10
10
10
10
10
10
10
f0
10
10
to
10
10
ID
10
24-
OLO
Phaak
6N
BN
8N 1
8+7 1
7+9
1 NB 1
]+B
7+0
AB
7+8
1+0
T+B
]+B
1 7+6
1 7-8
B+9
B
88
8+9
8.9
BB
BO
8+10
9D1+B
9+10
9+10
9+10
8+10
0.10
Ikad519
G•1
UN
G+1
U•i
UH
GH
G+1
Mi
G+1
GN
Cui
Gal
G+1
01.1
G+1
CI+1
T 1
Cut
CI+1
W1
U+1
Ua1
U+1
G+1
Gal
UN
UN
Gat
UH
G4+1
c<+i
NO
8
0
8
B
a
B
B
0
0
a
10
ID
10
10
10
to
10
10
10
10
1D
f0
10
10
10
10
CO'
UJamb
P.Oaak
8
B+7
0
BN
8
0+,
0
eN
E
7+0
0
7+0
PC
T+8
]+E
NB
T+B
h0
AB
7+0
N0
HB
B+B
B+B
B+0
B+8
Ba0
B•9
B+B
8+B
B•10
8+10
0+10
0r10
BNO
8+10
8+10
BHO
Wa0I811
UH
G+1
UH
UH
U+1
Cut
U+1
UN
U+i
GM
U+1
G+1
G+1
Gal
G+1
Gat
G•t
GN
Gat
U•1
U•1
U+1
U•t
U+1
U+1
U+1
G+1
Gat
U•1
G+
G+1
UH
3a'
4
Jamb
8
8
B
0
B
e
B
8
B
B
B
B
B
8
9
8
10
10
10
f0
10
10
10
10
10
f0
10
10
10
10
to-
10
f0
P-000k
Br)
8a)
&i
6+]
]+8
NB
]+B
7+B
'!+0
]+0
>+B
7+0
Pe
7.8
)•8
AB
B+9
0+9
8.9
8.0
a+9
8+9
8+9
8.9
9a10
0+10
9.10
B•10
SM0
9.10
9.10
HeawsM
Cul
U+l
UN
U+1
Gal
U•1
CIN
C1+1
G+i
G+7
UN
G+1
CA+1
U•1
U+1
CPI
U+1
UH
G+I
Uat
Url
GH
U•1
G+1
G+1
Urt
CSH
Cu+t
GH
GH
CSN
C5H
g
a
Jema
0
B
8
B
B
0
0
B
B
B
B
B
B
B
B
'8
10
f0
10
10
10
10
ID
f0
10
10
f0
10
10
10
10
10
4Y0
P4mok
BN
BN
p+}
6N
7a0
]•B
T•B
7+0
]+e
>+B
]•0
)+B
T+B
]+8
]+B
NB
0+9
B+B
Bag
B•9
8+9
8+9
8+9
0+9
BNO
M10
B+10
B+10
B+ID
0+10
BHO
B+ID
HcadISIB
C4.E
U`2
G+2
G1a2
U+2
OH2
C4+2
G 2
Ur2
CN2
CMO
„4r)
Ur
G
/ 2;2'
OH2
U 2
G•2
G 2
U 2
G+2
Cara
r4+2
GN2
C5•2
Ua2
6.2
C6+3
G+2
U+2
U+2
a1-
Jwnb
0
b
' B
D
6
8
e
E
'B:
E
L
L
9
B
1
ID
10
�19
!10'.
'iF
10
YC
.1D
10
10
ID
ID
ID
-10
f0
F
qS9
-
�.PfaOx -'8+7
<B.:
'e+>.
+ht-
O+x
.T+O
T.E
)+8
]
+C
Y<e
d
?+e
]+tl.
] C'
i !
Na.
B a�
plc^0�+P
•e.
ri..
.b+d.
8+9
9N0
Ba10
Ba10
9+10
B•W
0+10
9+10
9+10
Head/ 12r
G+2
G+2
Gr2
15•2
G+2
1 GN2
U•2
G+2
U'
OL0
AmJt
0
e
e
8
e
B
8
B
Not available In these sizes
PdoaR
6+7
BN
BH
B+T
NB
AB
AB
h8
T+0
AB
NB
}+B
1+B
NB
>+B
Wad/Sn
Gat
Gr2
U•2
G+2
G+2
C4+2
G+2
G+2
G+2
G+2
G+2
G@
G+2
U+2
•
CB•3
Bm
'pL0
Jam0
B
B
B
B
B
B
e
0
B
b
B
0
0
e
8
0
Pd.k
B+]
6+]
fi+1
a+)
7+8
7+8
7+0
AB
]+e
T•B
h9
Ra
AB
)•B
1+B
NOTES:
7) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE SAM' BILL
2) WHEN USING THE 2-1 IT SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.114' SILL,
POSITIVE WATER DP 15 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE
3) 4'. 3-1/4- AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 1014 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
O = EXAMPLE ON SHEET 9
Sill Height to Max. (+) DP
(WaferinTinklon Rating)
Sill Riser Height
(•)gbslgn
(Flat or Box, see
pressure, psf
9hes117)
Fkdsh-1-12'
cee rnle3
Ww•z-1n•
+4e.67
High-4'
+00.0
SEE NOTES 13
DLO WIDTH=
NOM. PANEL WIDTH-7'
OH LENGTH -.- DLOHEIGHT=
DOOR UNIT HEIGHT - 10.125"
KI PANEL HEIGHT
0 OH RATIO 2 7
of DO01?UNIT HEIGHT -1.666'
OH RATIO = OH LENGTH
OH HEIGHT
1 Ht YULLVLNIfJV J1ILC6H
�r_a annu u�,i.a,.u.
a.+.....w-
517
.-..-._.__.._o
90' ASTS
Lor-A, Lt'
Lg
Interlock
) �P-hook
lnrknlle@Jamb
M ernstY...e:
Assembly
SgaigM Astragal
AssembN
...,..rrib13
90'Astmgal
amflav
Assemhly
t,
135'Astragal
HeaWAutystiles
Heayy-0uty Stile
Heavy-duty56le
Heald-dut Stife
HeavydulyStile
HeaWdutyStile
Heavydutysule
Heavy-durr Stile
Heewduri Stile
Standard Astragal
Outside Comer
Outside
nside
Come
�•Ls-(���-{
Comet
Isuic'e
^-1
a1��
-11
Comer
Outside
Insitle [0
Comer
Dart 061 (x21
Part A61
Part Afil
PartA61(s61e)
part]I6](Astragal)
Part A61
PartA61(5111e)
Part ''rner
Part#219(C.0
partA320(InJ
Part#61(SV1)
&AFkd
Partp61
Reregv
(foam MAnunt)
JGD7)0
7 • 22 1 POT0130
REVISED
with Ne Pf.dda
a 16-0629.06
L
Lc,Design Pressure (DPI and Anchor Quantifies Required, (for all approved configurations on Sheets 2&3)
For coal aetregal anchorage on 90° or 135- caner units, see sheet 11
Maxlmurn DPshown below
(May be Ilmeea by Table 3A)
Ceara tH8IqhI
Table applies W Glass Type 4, H,
80'
84°
90° 96"
102"
106°
6. M.7. TA, 8 a BA and the Seh /
69418 DLO
73 W DLO
74 8' LO 85- /0• DLO
91-] g DLO
97-18 O
AslleJal types ahovm W.
char Glbu
AO[BIN GroIq
M[hrc Gmtp rctmrOmup
rcrol OroYp
n[ or GNYp
1 2 3 4
1 2 0 4
1 2 0 4 1 2 3 4
t 2 3 4
1 2 3 4
ai Preasure
H-90.D
sr
a s
pa
4/.76. ps
17
HeaWBN'
4+1
4+1
U+1 U+1
U+1
U+1
U+1
G+7
C4+1
Ua1
U+1
0HI
G4+1
04+1
U+1
Ua1
CA+1
C4+1
C4+1
C4+1
U+1
U+1
C4N
G+1
2d"
DLO
Jamb
B
8
0 B
e
a
B
8
8
6
6
0
B
6
8
6
10
10
10
10
10
10
10
10
P-0ork
BN
6q
6N 6+7
7+e
7+B
RB
AB
NB
1+8
NB
]+B
7+8
T+0
]+0
Tab
Bag
8+9
8+9
6+9
8+9
8+9
8+9
8+9
Dearth Pleasure
V'SQ0 par
-
+1426
at
+1-75.0
sf
2Y
H4aW310
C4+1 U+1 C4N G+1 U+1 Uat U+1 U+1 C4+1
Ua1 UH CA+I U+1 G+1 U+t U+1
C411 C4+1
C4+1
U+1
Uat U+1
U+1 U+1
30°
DLO
Jamb
B
B
B
e
8
e
8
0 8
6
8
B
0
B
e
B
10
10
10
10
10
10
10
10
!
-va
PA.*
6+7
6+7
6+7
6+7
7+0
1+0
]+8
Tab NB
7+8
7+8
7+8
7+8
Tab
T+8
NB
8+9
8+9
0+9
6+9
8+9
6+9
8+9
0+9
Design Pressure
v.W.OPar
V42.5
pat
♦S760
per
29°
HeeWBN
C4+1 1040 1 04a2 U+2 040 U+1 1+2 U+2 C4+1
C4a1 C4+2 C5+2 CA+1 fA+t C5+2 C5+2
U+1 C4+1
C5+1
U+1
U+1 U+1
C5+1 CS+f
n
DLO
'YJOmb: ^'B-
0
B 6
B
e e.
•-e.
a
..a., e
8
B
B
10
6 -
10
10.
ay,
10.
10
10
10
10
7+8
1 ]+Y
1 7a8
11
0+9
1 B+9
Ba9.s8+9
.8+9
8a9
6+9
0+9
Bt9
0a9
E
Des/pnPreasme
'. /9p OPkr
+pTEO
si
35°
HeaWSlll "-
G4+2 C4a2 C4+2 C-0'+2 CA+2 C1+2 C9+2 c5a2 C5+2
C8+2 C5+2 C6+2
C8+2 C6+2 CS*2 CE+2
C5+2 C5+2
C5+2
C5+2
CP+2 C0*2
4T
DLO
.0mb
9
6 a
8
B
8
0
8
B
0
10
0
e
B
1b
0
10 10
i 10
10
10
f0
P41ook
6+7
7+8 7+8
7+8
7+0
74B
7+8
7+3
7+8
6+9
8+9
B+B
B+B
W9
e+9
0+9
6+9 W9
B+9
0+9
B+9
8+9
+/90,Op»
SBe AbbAbelow
+/425
Pal
+1.7t
jCa1+2M+2
HeeW5111
U+2 U+2 C5+2 C6a2 U+2 G9+2 C5+2 C5+2 C5+2
G5+2 C5a2 C5+2
C5+2 C5+2 W+2 U+2
L5+2 (,Ba2
C6+2
C6+2
C5+2 G5+2
4r
TDearg"Pressure
Jarnp
B' 8
e
e
8
B
10
6
e
8 10
8
8
0 10 0.
10
ID
-10
10
10 10
6+7 7+8
7+8
7+8
AB
8+9
8+9
8+9
5a9
Bag Bag
a+9
8+9
9+10 9+10 9+10
6+9
9+10
9a10
W
0
-UK C 11-C VIV VJIIVV ,MLc, Jcc ancc, ,. •.v.��. ........ ... ..... ... , -, -.., .. _
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-1/2' SILL, POS111VE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1W SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A
3) 4', 3-1/4" AND 2-V2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 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.
5) DOOR SIZE 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.
DLO WIDTH =
NOM. PANEL WIDTH -7'
DLO HEIGHT =
DOOR UNIT HEIGHT - IDA25"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866'
c,Q VY Y t0 Fr1R AOOPIAR1 Y nFTAII S
me rvu....,.....,,.=u
.................
.-........... �� ��__
. _.... ___ _
Stc!Sht As[radal
� __..__.
I ladstile ty
30'Astrapal
lackslile@
c-'135'ASVagai
Interlock
"P; hook
lackstile EBJamb
Assembly
"r'Stralght Astragal
Assembly
90'Astragai•
-",'Assembly
HHeaw-duty
35-Aste@,_
135'Astmgal
Heaw-Iiury Stiles
HeaWdutyStile
HeaW-dury5tile
Heald -duty Stile
HeaW-duty5tile
HeM fury SOte
Heaw-duty5tlle
Sole
Heavyduty5tile
Heavy-duty Astragal
Outside Comer
Outside
Corner
Insl
Wme
..
Inside
Comer
Outside
Insltle Comer
Corner
Part H61(x2)
Part 961
PartN61
PartM61(5tile)
Part N68(An"fral)
part U63
ft a)
Part pl]8(SWmer
Part N319 (111 Out)
Part A320pO1
partsp l(&N32
Pan R61
Recahrc
(Cam.&Fxd Mount)
E e 22 1 PGTO130
TARI F -U-
slu Helght to Max. (+) DP
(Water IldNra0on Rating)
Sill Riser Helghl
(+)Design
Ne,
(Flat or Box, see
pI-)
pal
Sheet6
Flesh-1-12'
eee note3
law-2-12'
+ laxir
McWmre-3Ile
+SOLO
High-4'
a W.0
SEE NOTES 14
OH RATIO x 1
OH RATIO= OH LENGTH
OM HEIGHT
PRODUCT REVISED
'auinplying wiN Me FIor14a tas Cote
NOA-No. 16-0629.06
expiration Otite02/17/2020
SEE
SPLICE
NOTE,
THIS
124' MAX
IO.C:-
O.C.
L
60'
NOM.
PANEL
WIDTH
3.5'
r
a&
EXTERIOR
NOFRAME-/+a-r-nwnwncntnwmc wnaw r: I-F.
JAMB (7)P-HOOK ANCHORS, SEE'C5'CLUSTER MAX. UNIT WIDTH
ER DETAILS.
REQUIRED @ (PERPENDICULAR TO I's DETAILS, SHEET IO FOR SEE' T 10 FOR
INTERLOCK
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES
SHEET I0 FOR INTERLOCK-NiTERLOCK-
POCKETS AND 60'NOM. CLUSTER,SEE rT
SEE POCKET 8 P-HOOK I z \ PANEL WIDTH DETAILS, SHEET
JAMB MOUNTING z z ,
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY I°I 5 LUIC z
&SHEET14 BETWEENP-HOOK
ANCHORS &AT 3' LI+ 1I ° z=FRAME
FROM TOP& i¢®I III I Ip ANCHORS
�. BOTTOM �zR +s• I_i 1 0
I » MAX.O.C. , "» 14
'MAX. TO OPENING i,xpp ®I 14•MAx. B.C. p®=p.HOOK
EDGE OF POCKET SEE O ANCHORS
INSTALLATION ia�k' I®I i Z
DETAILS Jc &'Kd. I m ol m o= P HOOK
END PANEL SHEET I4&PART i�p,� IeI j i p MOUNTING
.ANCHORAGE DETAILS J'8'K. I '✓i l° r O th ADAPTER
(2ANCHORS) - .SHEET B FCR . NCHORS
P-HOOK-
'2• ANCHORS x
EC PANEL x
ANCHORAGE gNCHORA EL
BELO
CENTERLINE (SEE SIO=TCH MAk.T �ANCHORAGE�ANCHORAGE�ANCHORAGE
OFPANEL 1 I 2.04'
EXAMPLE 5-PANEL 2 TRACK 90' OUTSIDE CORNER - °XX/XX0 - EXT. MOUNT POCKET ANCHOIL\GE PLAN:
60' z 96' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I3 SHEETS 6-B: L
CENTERLINE OF HEAD & SILL: W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21•
INTERLOCK APPROPRIATE TABLES, SHEETS 6.6 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX,
SEE"CYCLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
-DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM.
FOR"-2'
NTERLOCK ANCHORS AT THE D.C. DISTANCE
NCOF ETO PANELSTHE NE ARE TANCHOY
"i2'ANCHORAGE REQUIRECLUSTER IS OVER
O.C. OTHERWISE
ANCHORS ARE NOT
CLUSTER IS OVER THE
OTHERWISE ANCHORS ARE NOT 6' MAK
REQUIRED AS PER THE FIGURE AT RIGHT.
JAMBS1. 74' MAX. ANCHOR
CENTERLINE JAMBS & P-HOOKS; 6 MAX. FROM BOTTOM, 21 MAX. ANCHOR PAIR O.C. (),
OFPANEL2� O.C. (P1100KJ UTIL'21NG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS O-S. SEE- FiV�Mt JwmH
r" P-HOOKANCHOR DETAILS ON SHEET'14II " ANCHOR PAIR
ANCHORAGE'
.1.
REQUIRES 'rCENTERLINE SEE'CS'CLUSTER CENTERLINEEND PANEL
'C6' CLUSTER, SEE
DETAILS, SHEET II
DETAILS, SHEET 10
FOR ASTRAGAL
ANCHORAGE
(2ANCHORS) B°
/INTERLOCK
ASTRAGAL
I
MAX'
4.051'
3.5'
L_(:ENIGfurvt •t2•ANCHORAGEJ I,— f1 'YZ '+2'ANCHORAGEJ
I OFPANEL 3 I OF PANEL 4 OFPANEL 5
SHEET II FOR OTHER INTERMEDIATE ANCHORS
9 z 22 1 POT0130
'C5'CLUSTER . .I
BLS. SHEET 10
O.C.
x 5'MA%
z 4 PAIRS OF
ANCHORS
z 21 MNC (TOTALS
ANCHORS)
0'C' PER JAMB
z z—r (SEEJAMB
t DETAIL
BELOW)
ENOPANEL •?�''
6' MIAX� ANCHORAGE (SEE
\ •�2, SKETCH 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.
REVISED
IU IA• Florida
I®.
a
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
{� INTERLOCK
INTERLOCK'y IF NEEDED INTERLOCK+I CONDITION, USE IF NEEDED 2.84'�
CENTERLINE I CENTERLINE 'C6' CLUSTER DETAIL) CEN*7'
NE
7'
1.75° fir-- 21'
DIAG.MAX.2.04'Q.G.
2.04' 4' r EKtEy35' T' E%IERIOR 4DIAG. , EM(EnIRIORX
V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL 6' MAX
'CAl)
AJIH UALUK ISYLIIiC LV IV�V
'—INTERLOCK IFNEEDED -
bENTERLINE I `Trj1'
3.5
4.08'I
E%iF1110-R 7"
v 3-TRACK FRAME HEAO/SILL
(d1 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED','G4')
r
TRAGAL OR 1...SPLICE LOCATIONNTERLOCK'^i IF NEEDED
RUNE I
2.04•
4-DIA
EXi1E-7RR]R
v 4-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
2.04'
E�RIO
v 4-TRACK FRAME HEADISILL
@T ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIREMCS-)
OR
I � 7' - I :fi—It 4'DWG.
I
3-TRACK FRAME HEAD/SILL
OASTRAGALOft INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED.'C51
rjfmoR
v
.ARE'REOOIyl
OR L S "K'^IiF NUS
T'J. 1"
• owX
c.
3.5•
(USE WHERE 6 QLU6IE
ANCHORS ARE REQUIRED.
koArAl nO . (FORSPL}I
N, DO NOT
DETAIL)
r
DIAG.
204'
:MOR 6'DIAG.
IXT
21'
MAX.
O.C.
lit S.fi4'
AX.
4TRACK
'DIAG. F MEJAMB
mOR AN HOR PAIRR
ANCHORS MA B INSTALLED
I
6.6d"
ryVICJI
1. ALL DIM
NSIONS SHOWN
ARE BAS
ON MIN.
6"MAX
ALLOWED
2. FOR H AD OR SILL SPLICE
3-TT2ACK FRAME JAh10
LOCATIO S/ANCHORAGE AT
ANCHOR PAIR
P-HOOK EE SHEET 9.
R SPLICED
CON DNS ONLY:
SPL OCATION
IF NEEDE
3.5"
PRODUCT REVISED
i
pryNtltln�99 IN 1M1e Flotltle
9elltlln9 t
NO" . 16-0629.06
Gpireuen Die 02h17/2020'
D
'+I 3.5' ham— - . —
4-TRACK FRAME HEAD/SILL
6 ASTRAGALOR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REUUIRED,'C6')
WITH 8 WITHOUT SPLICE CONDITION
®�sco-Tm NTS110 a 22 I PGT01SONTS110 a 22 I PGT0f30
_ ft
2.04" 2.04- IWERIOR- 2.04' LNTERIOR 2.04" NOTES:
- INIERKKt INrealae " 7. 1. ALL DIMENSIONS SHOWN
4' D AG.
4'DIAG. 8914r 35 AREBASEDON MINIMUM
6AZ* 6.12' 2. DETAILS DEPICT ANCHOR
INTENOR INTERIOR 7• IN RI 01N�MOR QUANTITY AND SPACING.
0 3. 90, 3. 1 EMRIOR1 AND WOULD BE IDENTICAL
ExTERroR XTERIOR 4' DIAG. 4- DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EX EawR
3.5' 4. 3.5' 4' 3.5' •+1EXTERIOR 4' T 4'2.04" 2.04' T• 2.04" EMER 2.048.94"
E% ERIOR
SO' CORNER 90• CORNER 135' CORNER 13Y CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
H
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER OFPANEL
ANCHORS ARE REQUIRED,'iCAD ANCHORS ARE REQUIRED,'CB') ANCHORS ARE REQUIRED, 'CAD ANCHORS ARE REQUIRED.'C5')
•+2'ANCHOR _
4-
INTERIOR =f
f ..<
- N ANCHOR <4° -
a. -' _ 4'OIAGI
4-
INTERIOR 4" 3.5' -' -" �IKTERIOR T41 - neM � "
3.5'
90' ] 135 I _3 E%iERIOR OF EF PANEL
3.F '+3-ANCHOR
4.08' 4.08' T
5.37 G. 5.3]' TAG.
_CENTERLINE 2.04'
3.5' OF PANEL 4'OIAG.
EXTERIOR T EXTERIOR 7- 4" INTERIOR ALL -+2°ANCHOR 3.5'
90°CORNER 135"CORNER �Tj• VIEWS 7
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SIU. V L—CENTERLINE
ANEL
('CO' ANCHOR CLUSTER REQUIRED CE6• ANCHOR CLUSTER REQUIRED I OFPSILL
AT ALL 3-TRACK CORNERS) ATAUL -TRACKCORNERS) 4"DIAG. INTERMEDIATE
KFRAN HOR I -SILL
IMERMEDIgTE ANCHOR LAYOUT'
INTERIOR 6.12• INTERIOR 2.0v
2.04- .1z• 3.7
A. EXTERIOR 5.88' I CENTERLINE
INTERIOR I�OFPANEL PRODUCT REVISED
pl In with the F1afIG
INTETOR 90. 3.5. 135° •+3"ANCHOR Bmlam9 Xo�o
4• 2.04' NOA-Ro. 16-0629.06
' 7
- EapirpOpn Oate02/17I2020
6.12" 4 6.12" 3'S• 4.08' mlam O uet lion
T p RIOR
2.04' 4- MAD. 3.5' 3.5'
ExrEwaR T EZTEaIaR P 2.04' CENTERLINE
90-CORNER 135'CORNER �QFPANEL -
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL. 4-TRACK FRAME HEAD/SIU-
CCB'ANCHOR CLUSTER REQUIRED (•CB'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
ATALL 4-TRACK CORNERS) AT ALL 4TRACK CORNERS) (3-TRACK SIMILAR))6:•;%�-
r
uwsY u pw.: t
1oroTEmmaomopAF�1=-ANCHOR4GE, EXAMPLECLUSTERS
'KYEY'fERW15 � ail" —� � an/•T
sc I NTS 111 + 22 PGTO130 B REXEO]OS
I � rl '„' , .I ...� .a... I. ., i +r
Ili • 1 '
I � 1.1 f.
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE: EDGE DISTANCE
SEE TABLE A. SHEET 1 SEE TABLE A. SHEET 1
EXhTLDR 2-1l16'•1/4 1/4'
a IDRr MAX. o r MAX.
—, 0 1 SHIM �R1O0. 1 SHIM
SHEET 1
2XWOOD WOODANORNOTP.,
TYP.,SEEANCHOR SEE ANCHOR NOTES
NOTE3,SHEETi &TABLE A, SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP.. 2XWOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
&TABLEA,SHEE .1 -rn "lNOTE 3, SHEET
see ANCHOR _ «(
NOTE S.
SHEET - '
1 (11V MAX.) .... - l
EI(I(EjNOR T J.
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1 C12-
2XWOODTANCE:
TVP., SEE ANCHORcBLEANOTE 3, SHEET1ETI
&TABLEA,SHEETI `
x1E ET1RUR
V 1/4'MAX. SHIM
®2-TRACK FRAME JAMB
GR WOOD INSTALLATION
2X WOOD WOODANCHORTYP-,
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE3,SHEETI &TABLE A, SHEET
3-TRACK FRAME HEAD
ax WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEEANCHORNOTES TYP,
-rc B TABLE A. SHEETA I!
2XWOOD
SEE ANCHOR
TE 3,S'PEET1 SEE
- NOTE S.
E%TERIOR
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET 1
Ew
3-TRACK FRAME SILL
WOODINSTALLATION
(I/4"MAX)
E%IERIORT
�2-III W *
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-0/19°
METAL TYP., SMS ANCHOR TYP.,
SEE ANCHOR SEEANCHORNOTES
NOTE 4, SHEET 1 9 TABLE A, SHEET 1
4-TRACK FRAME HEAD
METAL INSTALLATION
SMSANCHORTYP., META
SEE ANCHOR NOTES SEE
B TABLE _A,SHEET 17NOTE 4,
4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT SEE
TABLE A, SHEET
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114'
I.ALLDIMENSIONS
MAX,
SHOWN ARE BASED
SHIM
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
• DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
OR 6-(JAMB) SEE
L TYP DETAILS, SHEETS 10&1
ANCHOR
SHEET i
II� MIN. OF 3 THREADS BEYOND
1' THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLEA. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET1
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A.
METAL TYP.,
SHEET
PRODUCT REVISED
nEDGE
DISTANCE:
SEE ANCHOR
ea wm I In with the Ftod2a
LT1
A,
NOTE 4, SHEET I
H6uD6A4J1nIog. 16-13629.06
2XVO0D
g
�SEE
SHE-FT
TYP., SEE ANCHOR
eI Don Date 02/17t202O
NOTE 3, SHEET 1
2-1/76"
EMS ANCHOR
.
Fly_
SEE ANCHOR NOTES
r
24H8'•
&TABLE A. SHEET
WOODANCHORTYP.,
I
MIN. OF
SEE ANCHOR NOTES
THREADS
B TABLE A, SHEET
E% RIDR
BEYOND THE
\\�
ExrewOR
METAL
1/4' MAX SHIM
v
SUBSTRATE
=
114' MAX SHIM
h—
i'; Na, 58705
W m", le'ww I e" I I c .. DEAurxnahe I �-�® 1 sawio I NTS 1 12 d 22 1 PGTO130 I B I—P.E#.7.5
�. .
�� .....y. -.. _. .. _ .'
.R'.11' I
INSTALLATION DETAILS
EMBED
7
EMBEDMENT: SEE TABLE A. SHEET I NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE CONCRETE
TABLE A. SHEET
SEE TABLE A SHEET I
ONCRETE
SEE TABLE A SHEET 7
SHOWN ARE BASED
PER TABLE
2111E"• PER TABLE
2-7HB•
RTABLE
2-1H6"•
ON MIN. ALLOWED.
A, SHEETT A, SHEET 1
SHEET 1
114" • DIAGONAL O.C. IS
-:
IDITEL3 a i. -
4
: �- r
1 jjl��
1
S M OR 6-(JAMB) SEELL)
EMBEDMENTJ 1/4' E w ft
/4' E=RJOR
DETAILS, SHEETS
SEE TABLE A, MAX.
SHEET SHIM
HIM
PROPERLY SECURED IX CONCRETE ANCHOR TYR, P
PERLYSECUREDIX CONCRE
ANCHORTYP., PROPERLYSECUREDIX
CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEEANCHORNOTES& WO
FUCKTYP.,SEE SEEANC
RNOTES &
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES
ANCHOR NOTE 3, SHEET I TABLE A, SHEET 7 ANCHO
NOTE 3, SHEET 7 TABLE A
HEET 1 ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET I
2-TRACK FRAME HEAD
3-TRACK FRAME HEA
4-TRACK FRAME HEAD
CONCRETE INSTALLATION
TE INSTA TION
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLYSECURED IX CON
ETEANCHORTYP.. PERLY SECURED IX
CONCRETEANCHORTYP.,
PROPERLY SECURED IX -
SEE ANCHOR NOTES &'WOOD BUCK TYP., SEE
EEANCHORNOTES&: DSUCK TYP SEP
."SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE -
TABLEA,SHEETT ANCHDRNOTE 3 V!EET 1
iA^_: '\SHEETt` ANCH
NOTC3 SHEET'
-'- TABLEA SHEETT
'ANCHORNOTE3, SHEETT _
SEEANCHO.
SEEANCHOR
NOTE5,SHEET NOTE
NOTES.
1 (7/d' MAX) SHEE 1
SHEET 1
T 1 (714"M )
'i
1 (114'MN
1
E EE�RRIIOR E%TERI R
E%IEBIIX2
<�]
�
CONCRETE
1/18'
2-1/18'•
PERTABLE
EDGE DISTANCE CONCRETE
EDGE DISTANCE:
NCRETE
EDGE DISTANCE:
A, SHEET 1
SEE TABLE A SHEET 7 PER TABLE
SEE TABLE A SHEET 1
9ER TABLE
SEE TABLE A, SHEET 1
EMBEDMENT:SEETABLE A,SHEETI A,SHEETI E
EDMENT: SEE TABLE A.SHEET
SHEETT
EMBEDMENT: SEE TABLEA
SHEET
3-TRACK FRA ILL
FRAME
0 CONCRETE NSTALLATION
E STAION
8 COONE
NCCRET STALLATION
' EMBEDMENT:SEE
—1--T
TABLE
A, SHEET 1
TABLE A, SHEETT
—�I
''c
EDGE DISTANCE:
EMBEDMENT: SEE
TABLE A, SHEET �I
PROPERLY SECURED
IXWOODSUCKTYP.,-SHEETI
NC.ICMU ANCHOR
TYP„SEE ANCHOR'
�DGE DISTANCE: NOTES &TAALFP
.S, SEETABLEA. SHEETT
EDGE DI CE: PROPERLYSECURED
SEE TABL A. 7X WOOD BUCK TYP.,
SHEET SEE ANCHOR NOTE 3,
.HFETI
_
CONC,/CMUANCHORSHEETT
SEETABLEA,
SHEET
J
-
II ,i
i�.,
.2-1/f9"
.:2-1/16"
CONC./CMU ANCHOR
SEE ANCHOR
NOTES&TABLEA.
f`t--ORCMU
I�'Tal�PERTA
V 1/4' MAX SHIM -+I L-•-
.2-1116"• PROPERLYSEOURED
IX WOOD BUCKTYP.,
EE ANCHOR NOTE 3,
SHEETT
CONCRETE'
LE E TT111011
A, SHEET 1 V 1/4• MAX. SHIM --11---.
TYP.,SEE ANCHOR
NOTES BTABLE A,
SHEET 1TYP..
CONCRE
EslEwoa
ORCMU _BHEETI
A HEPER AB E ID
1/4• MAX. SHIM
CONCRETE
OR CMU
PER TABIPIX
A.SHEETI
,'
F�
sT m I NTS 1 13 a 2,2 1 PGTO130
INSTALLATION DETAILS NOTES:
1. ALL DIMENSIONS
FRAMEJAMS SHOWN ARE BASED
REQUI ED ATALL _ 2.693'MIN. ON MIN. ALLOWED.
INSIDE POCKETS 'EDGE
EMBEDMENT: SEE TO PREVENT - DISTANCE 2. FIGURES ON THIS
WOOD FRAMING TABLE SHEETI P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
INFILTRATION CONEICMU ILLUSTRATIVE
0 o WOOD ANCHOR 7YR., PURPOSES ONLY. SEE
SEE ANCHOR NOTES ANCHORTYP.. SEE TABLE A, SHEETIFOR
EMBEDMENT: & TABLE A, SHEET 1 2g ANCHOR NOTES 8
SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 ALL APPROVED
SHEET 1 28 ILLUSTRATION, SHEET 1- SUBSTRATES.
1/4' MIN. EDGE DISTANCE
DISTANCE: SEE EXTERIOR 3. SEE TABES I-3,
TABLE A, SHEET 1 EMBEDMEj
SHEETS 8-8 FOR
SEE TABLE '• P-HOOK MOUNTING REQUIRED P-HOOK
20 SHEETI AND P•HOOK
EXtEaiOR ADAPTER CONCICMU MOUNTING ADAPTER
IN
PHOOKWOOD ANCHOR TYR., FT11 .�� ANCHOR TYP., BEE
�J ..PHOOK I. ANCHOR QUANTITIES.
SEEANCHORNOTE$ "ANCHOR NOTES&TABLE
3.-CONCRETE OR - ALSO SEE EXAMPLE
&TABLE A, SHEETT EMBEDMENT SEE .-A, SHEETI
r.
`CMU PER T(tBFE ONSHEET9
• e �,,�,,. (ALSO SEE TYP i -2.693-MIN. r "4TABLgSHEETi _.(ALSOSEETYP-':
ILLUSTRATION, SHEET B) ^ EDGE DISTANCE ASHEETI ' ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P•HOOK FOR USE WITH ANY SILL RISER
PARTS#18 'A20 #22OR#24, PARTS 918,#20,#22 OR#24.
WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETECMU INSTALL4TION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITICN FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONCJCMU
EABLE A. SH SEE CMU PER TABLE
NOTE 4, SHEET 7; ANCHOR SMS TABLE A. SHEET ANCHORTYP..SEE
MIN, OF&
TABLE A. SHEET I
BEYOND THE ETAL ANCHOR TYP.NOT SEE q, SHEETI ANCHOR NOTES BTASLE
BEYOND THE ANCHOR NOTES I A SHEETI
ALSO SEE TVP.
SUBSTRATE pg STABLE A, SHEETI EMBEDMENT:
(ALSO SEE TVP. SEETABLEA, ILLUSTRATION, SHEET 9)
ILLUSTRATON, SHEETI t
EMBEDMENT: SHEET9) -
SEE TABLE A, DISTANCE: SEE
SHEETI 1-1/4'MIN. EDGE DISTANCE PRODUCT REVISED
so plWna wlN ue Floritle
Buliaing CCoo2te 164T629.OB
NOA Ne.
P-HOD SEE ANCHOR
1 Ex cRlOa p-HOCK CONC./CMU FJRERIOR
-•z.'+..� SEEANC A.SHEEE$. T7 ;-e iY° ANCHORTYP.,SEE _ -0''' fl F plr'+6on Data 62/17/2020
8 TABLE A. SHEET 1 V ANCHOR NOTES & TABLE V
(ALSO SEE TYP. 2-693' MIN. A SHEET 1 By_
ILLUSTRATION, SHEET 9) EDGE DISTANCE
Aa,n' meet cenDel
EDGE DISTANCE (ALSO SHE T9) EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS P-NOOK FOR USE WITH BOX SILL RISERS
® MENTAL INSTALLATION #26, Kc CONCR#EPARTSlTE INSTALLATION ;`�1PGaV'VON
"nf`�F/�'
EXTERIOR EXTERIOR
(SEE TABLES IA 2A& 3A MOUNT (SEE TABLES IA 2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS ONLY _."-.
) A Ba, 9EIOE
�.'. 6_.:�f6 '
mmTEamamrDws ANCHOR4GE DETAILS _;
IwlrtenlmeRT SERIES 770 ALUM. SGD-LMlMPACTSSiOI ��q\_.
F. LY,Nry
m innme emr.w.suTxsaree sm>m IJIS 14 a 22 7PGIDi90 B a.Essmps
CONFIG. EXAMPLES
HEADERDETAIL'A;
SHEET 18; INSTALLATION
DETAILS'AW &'Ad.
SHEER 12 813
APPLICABLE. BE
TABLES. SHEET
PANELHEIGHTI
SHEETS 16 & 19
DETAILS AND SI
2-14 FOR
107410)AT
0NG INTO
RAMEJA41P Y
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D'. SHEET 18;
INSTALLATION DETAILS
'DW &'De. SHEETS 12 & 13
PANEL CORNER FRAME CORNER
DETAIL DETAIL
Part#
Demflialen
Material
124
Kommeding 4SG TIPS Spacer System
125
0uanex Super SpaurnXTwith Hot Melt Butyl
S is
Shheeettfor
126
Ouanax Wmseal Spacer
Materials
127
Cardinal )L Edge-,
PAM, UNIT
WIDTH MAX UNIT WIDTH
MAX NOM. PANEL WIDTH
DLO TYP. PER TABLES 13
WIDTH iNrEalDa
FxTEaroa
90'
PANEL PANEL
PANEL TYPE TYPE PANEL GARNER DETAIL'N2',
TYPE SOS• AT TYPE SHEET 19&CORNER
7C ANCHORAGE SHEET 11
NOM. 17MAX. UNIT
MAX / MAX HEIGHT INTER LOCK DETAIL
PANEL ! WIDTHETYP. DLO PER 'M', SHEET
4EIGHT SEE PER HEIGHT TABLES ExrEwaa INTERIOR
NOTE2 TABLES I3 I 13
1 •�. JAMBDETAIL TION ETAUSHEFEL -
j I..-!X' ds T%t: ,. 'GW 8'Gc;iSHEETS 12813
DLO WIDTH - NOM. PANEL WIDTH -T
BO° DLO HEIGHT = DOOR UNIT HEIGHT - 10.126'
EXAMPLE: 90'INSIDE CORNER 4PANELS -XXIXX PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866'
SILICONE HOT-PAF.LTBUTYL
STRUCNPAL
SILICONE STRNRA UCL SILICONE 3116'NOM.
�OV OTHERS POLYIBOBUTVLEN 1A'NOM. FOAM
x WITH DESIOC T W�
D6sIccANr 1
IXT Ou9a EKT. GIASS
1'
MS
INT. GLASS TNT. GLASS
qK0DISPACE4SGTPS to SUPERSPACE ZONXT r"
ALUMINUM
REINFORCEMENT POLMSO- DESIC FIU.AREA
DUrYIENE y:4'4
0
M
91a'NOM. SEAL-_
BUIYL& SIDCONESEAL
DESICCANT ROLL -FORMED
FOAM STAINLEea STEEL
Bxr. cuss-,
9DURASEAL0 SPACER 1ev XL EDGE"'SPACER
aazI I MTS 115 • 22 1 PGTO130
REVISED
with the Florida
e 16-0629.06
u:a
CONFIG. EXAMPLES
DETAILS
S
19
DETAIL'G2', /ASTRAGAL HEADER DETAIL'W, SHE
ISTALLATION DETAILS'L7' & 18; INSTALLATION DETAI
&'GC. L2, SHEET 19 'A0 B'Ae. SHEETS 12 &
SHEETS 12 & 13
FAIFIEL PANEL PANEL PANEL
TYPE TYPE TYPE
MA
NOM. UN
PANEL PE
HEI6
MAX. WIDTHTYP. SEE TABI
DLO PER NOTE 2, tt
TABLES 1 3
HEIGHT SHEET IS
a' , a
-0= X .1..
MAX UNIT WIDTH
C
T
HT
3
ES
I
LE JAMB DETAIL'GT, SHEET 18;
C
T
HT
3
ES
I
LE JAMB DETAIL'GT, SHEET 18;
YTION DETAILS'GW 8'Gc', SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18;
MAX
DLO
INSTALLATION DETAILS'A'N 8'AC,
-
WIDT
7
SHEETS 12 & 13
"TYP.
90-
E
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TPANEL
'CS'
'OS'
MAX.
/
UNIT
ILL DETAIL
NON.
/
/
HEIGHT
'D', SHEET
SEE
PERTAB ES
18;
MAX.
WIDDTH TYP
NOTE 2,
INSTDETAILS
DLO
PER
1.3
,
HEIGHT
TABLES 13
SHEET 1E
c
�. .r �i '.;, P X=.'
813, % X
� III � "
MA
JAMB DETAIL'GT. SHEET
/18; NSTALLATION DETAILS
I( 'Gw' &'Gc. SHEETS 12 & 13
INTEmaR
_ INTERLOCK DETAIL
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
SHEET 17
INTERIOR
EMERIOR
NOM:PANEL
PER TABLES j
1J I
SEE FRAME & SILL DETAIL'D'. SHEET 78; MAX. UNIT WIDTH
CONSTRUCTION
EXAMPLE: OXXX INSTALLATION DETAILS
CONSTRUCTION 2-TRACK 'DW&'De', SHEETS I2&13 -EXAMPLE: 90*OUTSIDE CORNER -X;VXX(2-TRACK)
DETAILS SHEET IS
JAMS DETAIL DE SHEET 1&
ASTRAGAL DETAILS'L1' 8 INTERLOCK DETAIL'M'. SHEET 10 INSTALLATION DETAILS 'IV &
l L2, SHEET I9� ,� INTERLOCK DETAIL'M', SHEET 19 'IC, SHEETS I2&13�
HEADER DETAIL
ar—
ETAIL'H2', SHEET P-HOOK DETAIL''' 8 W. SHEET 'B', SHEET 18; 1 •�
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12'. SHEET 18; INSTALLATION HEADER INSTALLATION
SHEET
DETAILS'Bl/&'Bi, DETAILS'Iv!&%%SHEETS I2&13 18; INSTALLATION 12&13
ETAILS
9-hY 8'Hc', SHEET512 813 'Jc','KW 8'Kd, SHEET 14 SHEETS 12 & 13 'CW 8'Cc', SHEETS t2 & 13
MA)
HE
F
TA
1� MN .UNll WIUIN
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE I
'R' 'L' 'M' IF
"; NOM.
UNIT y 06
PANEL
ER ....... WIDTH TYP 1�;g
3LES MAX PER
a I
-3 DLO NOTE 21TABLES 1"3 2 j
HEIGHT SHEET IS I
LLDa I*
X X X
EXAMPLE: OXXXp SILL DETAIL'E'. SHEET 18;-
(3TRACK RIGHT POCKET) INSTALLATION DETAILS
'El &'Ed. SHEETS 12 & 13
;-. MAX. UNIT WIDTH ^)
PANEL TANE PANEL PANEL
TYPE TYPE TYPE
M. ,F 'PUN
PANEL°�'HEfWIDTHTYP. // P
SEE MAX. PER TAB
—NOTE2 DLO TABLES I-3 1
SHEET 15 HEIGHT
x x L 0
EXAMPLE:XXXO
(4-TRACK, BY-PASS)
5G m
PROOUGT REVI
plyyln9 w191'
MA%. oullNn9 OPtlP
IT Na. 19.1
GHT uplraORn oat. 02
ER ey
LES
a
SILL DETAIL'P, SHEET 18;
INSTALLATION DETAILS
•FW &'Fe, SHEETS 12 & 13
• 22 1 POT0130
.... .
`.1
A IYN PE.P 5Bi05 A58705 p.E
EXAMPLE: OXXXp SILL DETAIL'E'. SHEET 18;-
(3TRACK RIGHT POCKET) INSTALLATION DETAILS
'El &'Ed. SHEETS 12 & 13
;-. MAX. UNIT WIDTH ^)
PANEL TANE PANEL PANEL
TYPE TYPE TYPE
M. ,F 'PUN
PANEL°�'HEfWIDTHTYP. // P
SEE MAX. PER TAB
—NOTE2 DLO TABLES I-3 1
SHEET 15 HEIGHT
x x L 0
EXAMPLE:XXXO
(4-TRACK, BY-PASS)
5G m
PROOUGT REVI
plyyln9 w191'
MA%. oullNn9 OPtlP
IT Na. 19.1
GHT uplraORn oat. 02
ER ey
LES
a
SILL DETAIL'P, SHEET 18;
INSTALLATION DETAILS
•FW &'Fe, SHEETS 12 & 13
• 22 1 POT0130
.... .
`.1
A IYN PE.P 5Bi05 A58705 p.E
EXAMPLE:XXXO
(4-TRACK, BY-PASS)
5G m
PROOUGT REVI
plyyln9 w191'
MA%. oullNn9 OPtlP
IT Na. 19.1
GHT uplraORn oat. 02
ER ey
LES
a
SILL DETAIL'P, SHEET 18;
INSTALLATION DETAILS
•FW &'Fe, SHEETS 12 & 13
• 22 1 POT0130
.... .
`.1
A IYN PE.P 5Bi05 A58705 p.E
SILL DETAIL'P, SHEET 18;
INSTALLATION DETAILS
•FW &'Fe, SHEETS 12 & 13
• 22 1 POT0130
.... .
`.1
A IYN PE.P 5Bi05 A58705 p.E
F
PANEL
BNC1E
SINGLE
FIXED
LOCKSPLE
pB R GA
ASPN /
INTERLOCK
INTERLOCK
BTIIE
wlIMNDE
BOX OOT
BOX IN P
TYPES
O1R
'"
SINGLE
INTEo OCK
F
PP
K
INTERLOCK
8
E
P
A
IN
WED �
RR
R
S
IS
LLcKBT"B
D
J
I J
W/HANDLE
M
NUovD
NUM.
W
0.9fMGAL y
LR
f
LLIJ
wiH�ANoIE
�Tw
PANEL
ASTRAGN-
Tr-07
F
STILE
co
Box°uT
NAKAN)LL
APPLICABLE ST
ASTRAGALTPANEL•E•SHO1
W
eonIN
TNT CORNER
SOLOCK ER
RT
/1
CI
U)
J
W
WIHANOLE M30
SILL RISERS 0
EI(TOORNEft
W LOLKSTILE
QT
QS
Z
Q
WIHANOLE At15
n-
39]
R j
J.
FKTCORNER
50 PECENER
CT
CS
WINNNIE R118
INTCORNER1
A6 RECEIVER
AT
AS
DF
1.ssr
wiHn"OLB s11
RnB
IX CORNER
1B•SILLRISE FLAT•
_
BO RELErvErt
-LIJF
FLUSH 7�1/2°
4
ExT CORNER W1
ss RELEIVEA
+
V F
w/NAImtE Re
V 1
✓ J
IXT�yRo�
INi CORNER R31
35 RELENFR
WT
ws
WF
.I
W/HAND E 1
I 1.68l-
SOXI•
RSILL RISER
18
FLUSH 1-1Y2'
• NOT VALID R
w..h
faroncawaODrBRrva
N. YINICE iLJYIS
(&+jreafem
LERT.KAUTH Am208
M
f0'iN11
cw
I
A
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
SHOWNWRH
OPT. SCREEN
TRACK
EXTER
a
6
2TRACKJAMB
COOS
WIRETAINER9106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
FIXED PANEL TO
THE EXTERIOR)
2-TRACK WISCREEN
FRAME SILL
> ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6A FOR DP (PSF) ASSOCIATED WITH STILE.
U
G9
2-TRACKJAMB
(SHOWN
WITH
OPERABLE
PANEL)
16
12
G{
v 2-TRACKJAMB
'J'
61 Sa ( W/SCREEN
ai I'
63
T7 E%1ERIOR
Liq
OCKP
1]
]6 fl 10]-11
W OR B1 1s
5
5 SEE DETAIL GI
FOR FOXED
_
60 PANELCLIP
91
5 Qj RT
75
SEE DETAIL G2
103
FORFIXED 6
.OR 61
PANEL CLIP
103
6
10
1]
W OR 61
�E%TERIO �IXIERIOR ( fLE%IEAIGR
�-/4-TRACKJAMS
I -I F1 O�
V
J 119TRACKJAMB 3-TRACKJAMB..
4-TRACK JAMB
(SHOWN WITH (SHOWN WITH (SHOWN WITH
(SHOWN WITH
Ht 11
PANEL) FIXED PANEL TO FIXED PANEL TO
I2
OPERABLE PANEL)
OPERABLE
THE EXTERIOR) THE INTERIOR)
3-TRACK 4-TRACK
E FRAMESILL F FRAME SILL
L ..CFAUTNR
schm I NTS 1 18 • 22
MAX. UNIT
HEIGHT PER
TABLES 1-3
PRODUCTREVISED
Bulltll:p ICetlawith the Markle
NO".. 16-0629.06
EnPtmm� Oab 02/1712020
0
Miam ".act onvo
4c..wiCS
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
11,
T1
J
FMENOR
a
TL EXTERIOR
V
6i
U
T1-9XlERlOR LI
V
fi8
11t 103 119 �R1EROl
WITH STAANNOARD
Lt STILES#60
vWTfHHEAVY-DUTYS LTIESR57
N1 2TRACK SHOWryER
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR(BOX-IN)
4 INTERIOR
ERIOR
5 6
10JJ135'
F ERICR
11 5J-LIXtERICR
V
14 l75&101.®13Y
INSIDE CORNER
O 2-TRACKSHOWN
OUTSIDE
CORNER
8735°
OI 2-TRACK SHOWN
crRr. ovAum.rmzve
'a mKIOR
NTERIOR
INFc0.10R
sa oR sl
®INTERLOCK
14'
®906 INSIDE CORNER
N3 2-TRACKSHOWN
QINTERIOR
sGw I NTS 1 19 m 22
° ITEM 961 (HEAVY-DUTY
STILE) SHOWN. ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13. SHEETS 6-6 FOR DP
(PSF)ASSOCIATED WITH
STILES.
REVISED
M N FI.Ad.
76.0629.06 `
r
- " --4 ,
h0.080•
121t �m� 1.505"
(�
0.081" O2-TRACK HEAD 1D 4TRACK SILL
(6068-T6 AL) (6063-T6 AL)
8.198'
1.211"
0-081' O2-TRACK HEAD W/ SCREEN TRACK
F0003-TO AL)
7.105"
v
0.081- (D3-TRACK HEAD
(6Dfi3-TB AL)
6.526'
0.080•
1.SOS
OF 3-TRACK SILL
(6063 TBAU ..
6221 —'—
O2-TRACK SILL W1 SCREEN TRACK
(60fi}T6 AL)
9.142"
.0.0804.49'
121°
17b05°
1�
008"O4TRACKHE2-TRACK SILL
_03-T6 AL0(6063-T6AL)
�15:4' '
1.26 0�.5D.asz°
32'
0.060. 1.516'
OFRAME HEADUAMB SCREEN
FRAME SILL SCREEN
12
ADD -ON
ADD-0N
(BD63-T6 AL)
(6063-TEAL)
REQUIRES MIN. 910 EMS
OR WIT MASONRY
SEE SHEET 17 FOR SILL RISERS.
ANCHORS @24'MAX. O.C.
0.760'
7.990'
FRAME SILL SCREEN
13 END AOD-0N
(6063-16 AL)
REQUIRES MIN. #10 SMS
OR N16' MASONRY
ANCHORS @ 24' MAX O.C.
rrRwr.OF.umLa>pce
6 m
—y 1.e72'
I .
0.081''
0.081"
0.062'
SCREEN
00 STILE
(6063J6 AL)
5.069'
—y 1-� 1.045"
I
r
1.993'
0.062"
-
.14 2-TRACKJAMB
SCREEN
45 TOP RAIL
--
_ (6053 T6 AL)
�..
(6063-TEAL)' .
2-TRACK JAMB W/
-
^ ...'
15 SCREEN TRACK
(6063-T6 AL)
—y 1.36. r^
IV
16 3-TRACKJAMS
(60W-T6 AL)
21 c 22
17 4-TRACK JAMB
(6063-T6 AL)
1+— 0XV
1.993"
L o.06z^
SCREEN
(DEC
BOTTOM RAIL
(6063-T6 AL)
PRODUCTREVISED
.... n.Oulldls I&T, wM N. FIor10a .No. 16-0629.06
Dxpirallon Dale 0211712020
By
xlnml-OadPrMduce canes
0.718" 0.83' - -- 3.802' I I 3.802' j"� 2.374" 0.]52' --may I
0.752' LI 1.163' 0.885"
0.574' 0.798' 7r 1
0.0fi2" 0.080' O.OBY' 75- 0.233" -� 0.0�
FRAME SILL � P-HOOK MOUNTING P-HOOK SCREW
5 tt w P-HOOK ze 28 90 P-HOOK FOR BOX RISER
SCREW COVER OTRACK O- OADn6 O-COVER 0.080° 8083-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 ALj (8063-TB AL) (60fi3-T6 AL)
�- 4'
4'
.155 2.30• 1.986' 739'
0.080" 0.06T 1.303"
0.830' 1.600 0.133' 1.60p 0.062' fl�l
.080' 1.870' 1.988'
Vim- ..j� ._.._� 0.325'
a 192 , 125' M, 4�- 3.125' - I
INTERLOCK- INTERLOCK
V-.'T:43Y 135°CORNER' 32 135 FIXED MOUNT 1.cnV. Lng ea STANDARD STILE'.r Lr,t^�- 61 HEAW DUTY STILE 6z gpAPTER- - - fi3 SCREW COVER
(6063-T6 AL) (6063-76AL) (6063-T6 AL) (6063-TB AL) (6063-T6 AL) (606346AL)
3.8]B°
0.075-
1.645'
0.125^
et STANDARD ASTRAGAL
(6063 T6 AL)
0
P
7"
O.Q50' .
OFME
165 PANE3L CLIP
(6063-TO AL)
550'
-VfC.47"Col
0.080,
F0(ED PANEI L
106 RETAINER. 9/iS
(6063-T3 AL)
3.979"
Ham-- 4.125" �
0.0621.050'I COD. 1.050
0.075' I yIL-IItS$�iIIIII
1.6451i
' J ' 1.309'
.289'
I 045'
0.281'
GLAZING 716'GLAZING 9/16°GLAZING
68 HEAW DUTY ASTRAGAL 69 T0P/SOTTLI RAIL 18 W 61
O O BEAD I O A BEAD, CLIP BEAD
O (6063-T6 AL) (B063-T6 Ay (6063-T6 AL) PANEL CLIP i6O63Te AL)
(6063-T6 AL)
1.03"
4' B21, PRODUCT REVISED
I In It61BO Flodds
L 0.080� Bmmmo. a 16-0629.06
r NOA N
I W0.Eapintlen taa 02117/2020.
0.709° 2.693'j33' D7
1.498' 0.133° 1.498-
0.080' Miami t on
-JO.8631T
FIXED PANEL 5.621' 4'
123 RETAINER. 7/8' �2826' 12090' INSIDE CORNER ASTRAGAL
(6063-76AL) H990° OUTSIDE CORNER ASTRAGAL (6083-TB AL) - -
890° CORNER RECEIVER (6063-T6 AL) _
(506346AL)
tomfEnudmraavE EXTRUSIONS
NVFNICEftWIS -
pfyI tmB SERIES 770ALUM. SGD-LMIMPACT
nPwr arunua�e e s m NTs zz «z PGTO130 6 P.E.6mm