HomeMy WebLinkAboutNOA SLIDING GLASS DOORSCANNFZ
By
qt & w.!A Pfla
MIAMI-DM menu -DADS COUNTY
MM PRODUCT CONTROL S'EC17ON
DEPARTKWOFREGULATORYAtiDECON014I1 RESOURCCS(R.ER) 11805SW26Stmct,Rcom208
BOARD Am CODE ADwu-wTRAT1orf DIvIS1oN T (786) 315 2590 F (786) 315 2S99
POTIndustties, Iuc,
1070 Technology Drive
North Vonice,%Z 34275
Scowns.
This NOA is being Issued under the applicab
materials, The dooumeutation subpiitted has bi
Product ConaW Section to be used iir Miaml D
Having Jurisdiction (AM).
This Na►A shall not bo valid after -the expiration
Section (In Nami-Dade County) and/or the AH
to have this product or material tested for qua]
parfonn iii tho accepted manner, the muntlfaotui
Immediately revoke, modify, or suspend the use
reserves the right to revoke this acceptance, If
Section that this product or material fails to meet
This product is approved as described herein, a
Code, Including the High Voloolty Hurricane 2or
DBSCRiPTION:. Series "SGD-770"AhmtinuI
.APPROVAL DO66WI1VT: Drawing No. I'G'.
1 through 22 of 22, hated 10110114, with revisio
sealed by Anthony LynnMiller, P.B., bearing the
the Notice of Acceptance number and expiration i
MSSILL IMPACT RATING: Large and Sm
LABELING.- Bach unit shall beer a peunane
model/series, and following statement: "MiamIT ,
noted heroin.
RENE, WAL of this NOA shall be considored i
no change In the applicable building code-negati Ii
TARNMATION of this NOA will occur after t1
in the materials, use, and/or manufacture of the P
of any produot, for salon, aavortlsing or any other
to comply with any section of this NOA shall be c
ADVARTISEM)ENT: The NOA number praI
followed by the expiration date may be displaye
displayed; then it shall be done in its entkoty.
IMPE, OTION: A, copy of this entlie NOA it
distributors end shall be available for inspection at
This NOA revises NOA# 151013.1$ and consis(s
tupproval dbcti4itatmentioned above.
The stibmitted docurneototidn was reviewed by Jig
rules and regulations governing the use of construction
r reviewed and acd6pted by Miami bade County W -
le County and other areas where alloyed by the Authority
late stated below. The hfiami Dadc County Product Control
(in area$ other than Miami -Dade County) reserve tha right
Ity assurance purposes. If this product or material foils to
ar will incur the oxpeuse of such testing and the AHT may
of such product or material within their jurisdiction. RER
it is determined by Miami --Dada County Product Control
the requirerne►tts of the applicable building code;
id has boon designed to camply with the Merida Building
t Sliding Glass Door iv / 90' & 135' corners .-L,M:i.)
'013Q, titled "Series 770 Alum. SOD - LM Impact", sheets
r B dated 05/05/16, prepared by menufacto er, signed and
Miami -Dade County Product Control Revision stamp with
ate by theMtaml-Dade County Product Control Section,
nil Missile impact Resistant
label with the manufaotuiv's name. or logo, city, state,
ado County Product Control Approved", unless otherwise
x a renewal application has been filed and there has boon
ly affecting the performance of this product.
o expiration date or iftl:ere has been a revision or change
uduct or process. Misuso of this NOA as an endorsement
ptuposes shall autonmtloally terminate this NOA. Failure
use for termination and removal of NOA.
:dad by the words Miaml-Dade County, Florida, and
I in advertising literature. If any portion of the NOA is
All be provided tp the itser by the thanufacturor or its
the job site at the request of the Building Official.
of thlstp�gq l and evidence pages 13-1 a9411-2, as well as
�e:::f:
NOA No,16-0629.06
batQ: rAmsry 17, 2020
al Date: Augnat 0412016
Page 1
PGT Industries, Inc.
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted raider NOA NO- 1T 0123.10)
2. Drawing No. PGT0130, titled "Series 770 Aliun. SOD — 1: M Impact", sheets 1
through 22 of. 22, dated 10/10/14, with revision B dated 05105116, prepared by
manufacturer, signed and seal;d by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) 1
3)
Along with marked -up draw
Doors (w/ PS, Super, Cardin
Laboratory, Inc., Test Repor
02/15116, 06/07/16 and 06/2
2. Test reports on: 1) Air fiTiiltl
2) Uniform
3) Water Re
4) Large Mi
5) Cyclic W
6) Forced R
along -with inarked-up di awi
door, prepared by Fenestrati
dated 11101/13, signed and
(Srrbtad ued under NOA No.
3. Test reports on: 1) Uniform
2) Uniform
3) Water Re
4) Large Mi
5) Cyclic W
6) Forced E
along with marked -up draw
door, prepared by-Fenestrati
FTL-5980 R, FTL-6001-R
on.12129/09, all signed and
(Submitted under NOA No.
Worm Static Air Pressure Test, per FBC, TAS 202-94
,arge Missile Impact Test per F13C, TAS 201-94
; c .o Wind Pressure Loaduig per FBC, TAS 203-94
ags and installation diagram of Aluminum Sliding Glass
&Duraseal Spacers), prepared byrenestratioxi Testing
s No(s) 1i'T1,8717, FTL-8970 and-FTL-8968, dated
h6, all signed & sealed by Idalmis Ortega, P.E-
Ition Test, per FBC, TAS 202-94
static Air 1'sessure, Test, Loading per FB Q TAS 202-94
.stance Test, per FBC, TAS 202-94
rile Impact Test per FBC, TAS 201-94
nd Pressure Loading per FBC, TAS 203-94
try Test, per FBC 2411.3.2.1, and TAS 202-94
igs and installation diagram of au aluminum sliding glass
�n Testing Laboratory, Inc., Test Report No. FTL-7554,
Wed by Marlin D. Brinson, P.E.
t4 012310)
static Air Pressure Test, Loading per FBC, TAS 202-94
static Air Pressure Test, Loading per FBC, TAS 202-94
Distance Test, per FBC, TAS 202-94
.site Impact Test per FBC, TAS 201-94
.nd Pressure Loading per FBC, TAS 203-94
itey Test, per FBC 2411.3,2.1, and TAS 202-94
ags and installation diagram of an aluminum sliding glass
)n Testing Laboratory, Inc., Test Reports No.:
and FTL-6015-R, which have been revised and reissued
ealed by Julio Gonzales, P.E.
09-0826.10)
Jorg, Vlasmda, P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
ExpirationDate, February 17, 2020
Approval Tate: August 04, 2016
r-I
PGT Industries, Inc.
A. TESTS (CONTINUED)
4. Test reports oh- 1) Air Inflltl
2) Uniform
3) 'Water Re
4) Large Mi
5) Cyclic V
6) Forced Ez
along with tnark-ed-up drawl
door, prepared by Fenestrati,
rrf,-5993, FTL-6036, FT.
FTL-6024, 171-6025, F11
08/10/09 and signed and seal
(Submitted raider NOA No.
5. Additional Reference Fixed'
per TAS 201, 202 & 203-94,
(Subrnilted under NOA No.
C. CALCULATIONS
1. Anchor verification calculatio
Edition (2014), dated 0113011
Anthony Lynn Miller, P.E.
(Submitted underprevious N
2. Glazing complies with ASTM
D. QUALITY ASSURANCE
1, Miami -Dade Department
on Test, per FBC, TAS 202-94
tic Air Pressure Test, Loading per FBC, TAS 202-94
ranee Test, per FBC, TAS 202-94
,e Impact Test per FBC, TAS 201-94
. Pressure Loading per FBC, TAS 203-94
r Test, per FBC 2411.3.2.1, and TAS 202-94
and installation diagram of an aluminum sliding glass
Testing Laboratory, Inc., Test Reports No.: rTL-5980,
i001, IiW,6014, PTL-6015, rTL-6017, FTL-6023,
028; FTL-6031, FTL,6033 and FTL-6036, all dated
by Julio Gonzales, P.E.
•0826.10)
ndow Test Report No. +1 TX,-7897 (Cardinal spacer),
sued by fenestration Testing Laboratory, Inc.
and structural analysis, complying with FBC-S'u
prepared by manufacturer, signed and sealed by
No.14-012811)
[300-09
and Economic Resources (RER.).
E. MATE, RIAL CERTIFICATXONS
1. Notice of Acceptance No. 14. 916.10 issued to Kuraray America, Inc. for their
"Butaeitee PVB Glass Inter6ye3r" 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
07104/18.
F, STATEMENTS
1. Test proposal No.16-0152
2. Lab compliance as part of
8970 and FTL-8968.
d 03/09/16 approved by RER.
above referenced Test Report No(s) YXL-8717,1FTL-
1 - 2
Sorge M. Ptasencla, P.E.
Product Control Unit Superybor
NO"o.16-0629.06
Expiration Date; February 17, 2020
Approval Date: August 04, 2016
PGT 'ndustrics.Inc.
TESTS (CON MID)
3. Statement letter of confer
October 8, 2015, issued by
P.B.
(Submitted lilt fie? previous
4. - Statement letter of no I
manufacturer, signed and st
(Submitted ra iderprevious
G. OTIR, RS
1. Notice of Acceptance No.1
"SOD-770" Aluminum Slid
on 100115 and expiring of
De, complying with FBG-511 Edition (2014), dated
afacturer, signed and sealed by Anthony Lynn. Miller,
t NO.14-0128.11)
Dial interest, dated October 8, 2015, issued by
by ,Anthony Lynn Miller, RR
t No.14-0128.11)
013.15, issued to PGT Industries, Inc. for their Series
Glass Doors w190° &135° copiers - L.M.I. approved
117/20.
E-3
0
JorgoU Plasencia, P.L.
rodnct Control IInit Supervisor
V0A No.16-0629.06
Expiration Date: February 17, 20x0
Approval Tate: August 04, 2016
1 INCLUDING POCKETS & 90°11W CORNERS
0014ERALNOTES
1) GtAZI�)G 71EPE OPTIONS: SEET/181E B, THIS SHEET SGLAaIVG QETAILSAN SHEEf54 S$
2 DGA N1EDESURFS
A NEGATIVE DESIGN LOADS 8ASE0 OH TESTED PRFSSUFEANb OLAS3TAHLFS ASTM Et900.
B. P09TTNE DCDMMNLOADS BASEDON WATERTESTPRESSUREANO GLASS TABLESASTM Et300.
83ANCHORAGE7H1133413%S7RESS INCREASE M NOT BEEN LIED 017NE DESIGN OFTHIS
PRODLIOT. 6FA76UALS. NCWDING BUTNOT Lw=TO STEEI.SCRBm THAT6oME NT0 CONrAC
WITHOTHEtOMMl'ARMATLRIALSSHALLMEETTHE•REODU MENTSOFTHECURRENTRDRiDA
BUILDING CODE. FOR -ANCHORAGE DETMSSEESHEE73 a.14.
4) SHIJI'TSRS ARB l�r'REOWRED PERFBC RERUIREMEWTS. AS APPLICABLE
5) INSTALL•A71ON8CREA?S, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH
IWIROW JOINT SEALANT.
ELCO ULTRACON, CRETEFIJ7CAND AGGRE(IAiOR NCA%ANSVAFSPA NOS FOR
WOOD COrISTRUCTiON AND ADM,AWMINUM DESIGN MANUAL
7)TKIS PRODUCT HAS BEEN DESIGNED R TEaTID70 COMPLY WITH THE FEQUIREM9YT5 OF THE
CLMMTFLORIDA BUDDNNG CODE, INCLUDWG 7HE HIGH VFIAOITYHURR)CANE7ANE (H%*M-
a)DOOR Sms MLIBTBEVER)FlED FOR COMPLIANCE WITH EGRESS REQUREMENTS PER CURRENT
FLOM BLMMINGCOOLASAPPLICABLE.
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TEST REPORTS F7I,6980. FT1—,M FM-M. FTLr8014. FiL-MS, FR-W17. F7L8072. FTL 6= ' MIN. OF3 THREADS SEYONOTHE METAL SUBSTRATE MIUAL31JeSTRATEty Nmu M[FL
m4sai5, FR:5028. FTLAm. FT1+6m FLL mw AND FTL-75% WRENWMANDTPE BUILDING CODE AND
RCURRENTFLORIOA
FTLA04, REVIEWEDHY AUTHORRY HAVING
"RHOOK INSTALLATION REQUIRES 2898+MIN. EDGE DISTANCE.
REFERTO SHEET 14 FOR
ALL SPECIFIC PHOOKREQUIREb1E m
ANCHORWDTES
1) FOR CONCRErINO U SUBSMTE APPUGNIONSIN MIAMWIWE COUNTY. USE ONLY MIAMW=E COUNTY APPROVED 8.0O
ANCNOFMSEETABLEAGNTHIS_SHEETFOREMBEDMENT EDGE DISTANCE AND SUBSTRATE REQUIREkEWM
GENERALNOTES._..._7
2)FOROTHE iSU8a+RRA7EAPPLICATIONSSEETAKE-ONTHISS
NFI23
8)WOODBUOKSDEPIC(EDAsIXAREMWTI'UINI,UrTHICK.FROPERLY'SECURED.IXWOODBUCK$ARE OPriONALIFUNRIS
GLAZING DETAILS.-4,5
INSTALLIDQREGTLYTOSOLIOCONCRETE,•WOODSUCKS DEPICTED.A82XARFIIJrTHICKORGREATERIXANDDCBUCKS
ANCHORAGE 614
(YVF�?IUSED) SHALLsFcEStQ1E3 DTOPROPERI.YTRANSFERLOADSTOTimSTRU=RE.BUCKDESIGNANDOSTALLA'RONIs. I.
DESIGN PRMWRES— "
RESPONSIBILITYOF-WE ENSWEER ORARCHITEC170FRECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL
INSTALL DETAIIS_ 42-14
4)METALSUSSTRAjg7OMEETMN.S7RENGTNANOTHICLWESSREQUREMENTSPER CURRENT FLORIDA BUILDING CODEANDTO
ELEVATIONS-15A13
BEREVEWED13YTHEAUtHORITYHAWS JURISDICTION-
PANEL13IU rt S__17
53 IFS)LL1STI0llTTOSUSS7RATE.GROUTOROTHERMATERI' AL,L4NOTREQURED.IFUSED.NONSHRWKNON-MIFIAL.IJ ROUT,
CROSSSECT10NS-13,19
MAIL 114+TKCK&3S00PSI MIN, IDONEDYOTF1gRS)MUSTFULLYSUPPORTTHEENRRELENGTHOFTHESILL THAT ISNOTT)GKr
To THE SUNL,'RRATE, AND TRANSFER $HEARL.OADTOSUBSTRAT&IFSUBSTRATE isWOOD. 30AFELTPAPERORMAsi)CIS
PARTS UST ._.._.?0 .
EXTRUSIONS_ 2t=
.REQUREDBETWEN7HE GROUTANDWOOD SUBSTRATE: DRAB APPROVED BYT}EAUTHORITY HAVING JURISDICTION.
T STJ<DETALS ON 4&5
OESM RFM= RATWG
I IMPAOTRA7WO
PRODUCT REWSED
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•a0,4na-ABWAMO cool LFBCL ON mom
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GLAZING NOTES
+HS — HEATSTRETIGTHENE)MC.
IT —TEMPERED
= OsvRUTACTTEPPVB.BY KURARAYAMEWGL INC.
= Na.59'705 .:'+•
*BG=.09CsENLRYGLA&BYKURARAYAmEpjc&.INC.
maam I ATT'S 1 1 - 22
EXAMPLE CONFIGURATIONS
MAX.UNITWIDTH
NOR PANE -'WIDTH
PERTABLES 13
T-- V=
(UNIT
HEIGHT
PERTABLESi3 MVW
MAX UNIT WIDTH
NOM. PANE. WIDTH
PER'MBLFS 13
MAX IT
HEIGHT
PERTABLES 13 %
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11ALLCONFIGURATIONS5HOWNARE/I SOAVARABLEAS
pOCKETCONRGURATIONS AT OR BDTH JM16
-
LOCATIONS USING DETAIL :h+! Je.9CW'ORI&INSiALLATION.
AM LELE4-PANFJ )0=lN PO0W (p) CONRGURATION CAN BE
p)OOOCp; p"=OR)O=P.0)000 IN POCiWr CONFIGURATION
CAN BE OX)04L
2jGr&13VCOSNERCONFIGUPATIONSCAN BEACOMBMATION
OFANY23TRAIGHTCONFIGURATIONS
?�
3) FOR NON. PANEL WIDTH. SEETASLES'13.
-X.OPERABLEPANE.
I A
i
'O'-INOPERABLEPANEL.
lorJrcf i
r.�
'p'=POCKET DETAILLETTE.R
W'=WOOD ORMETAL INSTALLATION
11 'd'=CONCRETE INSTALLATION
LSHETNUMBER
MAX. UNIT WIDTH
DLO WDTH - NOM. PANEL WIDTH-7'
c� DLO HEIGHT=DOOR UNIT HEIGHT-10.T2S
PANEL r 1GHT=DOORUNITHEIGHT•1.866•
AOCI� j
+1-PANEL CONFIGURATIONS .
MAX UNIT WIDTH
NONLPANELWIDTH _
PRODUCT RE'VISED
lwFl-ld.
PERTABLES 13
u•dy CmeMth
NOA.Nw 16`0829.06
NMI-C.. C.M02H712020
MAX UNITT
HEIGHT [ 8 %/ SCC
PMER
■y
vromo�+ uvo
SKEEr.
TABLES 1-3
CORNER. TYP.
•' "`'N" -
IOUTSDECORNER
.0
INSIDECORNERSG1pAf�
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OC4MPLEC0AIl-7GURA7701V8
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m SC67/• AR8 2 • ?2 POM30
B ~ PAJP-6 PP
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH=
355.7l145' 0 96' HEIGHT
3CICF W (rD 12W HEIGHT
NOM.PANELWIDTH
PER TABLES 1 3
mt:[r
a�m
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CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVX ABLE AS
POCKET CONFIGURATIONS AT EITHEROR BOTH JAMB
LOCATION S USING DETAIL Qwl,-Jd.'Kw' OR I& INSTALLATION.
EXAMPLE 4PANEL)DCOCINPOCK51 (p) CONFIGURATION CAN BE
p)OOOCp. p = OR XXYJ(p. O)OOC IN POCKET CONRQURATICN
CAN BE O)M.
2) 912' S 1SS CORNER CONFIGURATTONSCAN BE COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3,
IV = OPERABLE PANEL,
•O' = INOPERABLE PANEL,
p° = POCKET
DETAIL LETTER
I�W = WOOD OR MT:TAL INSTALLATION
V = CONCRETE INSTALLATION
T---SHEET NUMBER
DLO WIDTH= NCI. PANEL WIDTH-r
DLO HEIGHT-DOORUNIT HEIGHT-10.125
PANEL HFJGHT= DOOR UNfT HEIGHT -1.860
scogm I Mrsi 3 - 22 1 PGTD73O
HDA-Nw 75-0629.06
Explrotieo Onto 07J17J2020
sY
Minor mncck Contra)
•�L Gti,�I,e-: .4fi s
Oi. £anq L
wLM. WilEFI.P4
7flS NOM 7115' NOM 1' NOM.
GLASS-
3N6` MS GLASS 3I16' FiS
4S•GLASS .090'_
3It8'HBGASS--\ 74 - 3/rARSPAC£
offERM Q� 3GG"� 121.1V ' i GLASS
<:3- Fj 11 BITE• a 6(is HiSE
a 79
54
54
7/'iG LAMINATED GLASS, TYPE G3 7116' LAMINATED GLASS, TYPE G4 1" LAMINATED I:C, GLASS, TYPE GS
'Bl16'NOM. O'NOM.- 11NOLL
3/18' HS GLASS
U4IMGLASS 114 HSGLASS- 090"_
A90'_ AVAG--- 74 31f0•!
GLASS-
74 1/4 HS GLASS SMS'A9ZI
74
114' HS GLASS• 1R'T GL
IQ �' —
3WNOM. 3N' HOM. 3f4' NOK
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8RE a BTtE BITE PRODUCTREVI9EO
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SMW LAMINATED GLASS, TYPE G3A 9M6" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE _GSA ,t;:ut�trf
•TeAPEM
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GLAZING DETAILS G6, 36A. G7 G7A G8 & G8A
7118'NOM. t 1•NOM.
'.' NOM. 3/16' APTI GLASS
3n6' HS GLASS 3FIrANN .090•
.090' A90•rp 3n5[iJ.f�,GLA66
3116" H3 Me' GLASS 74 3W AIR SPACE
3/8' ALR SPACE 74 311t;' T GLASS
3n6' T C-'..ASS eZ
az
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3/4P NOM. 314• NOM.
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124.127 GLASS a WEH BITE
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.— rNOM. --•� nB-NOMr s•Notu•
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1/4' T GLASS
3/4" NOM.
3/4•NOM. GLASS
GLASS �` BILE
BETE
B14' NORL
GLASS
BILE
t7�eldOFj
yg
t ,
I
1
smog
<Z,
j
I
eaamas cooe
__RDA -Ha ±6.0629.06
Mmlmtl— Dole 021772020
55
�
Sy
M a Pmgncc
1° LAMINATED I.G. GLASS. TYPE GBA
911B° LAMINATED GLASS. TYPE G7A
1° LAMINATED I.G. GLASS. TYPE G8A
GLAMNGNOTES:
;?
'ANM=ANNEAr
,Ct•:'�,t�.EtrJP
- k:µ
HEAT STRENGTHENED
cln Ss705
'f"='fEMPEHED
•PVB•=A9D•BUTACIMPVdbYYURARAYAMrMa4,1NC:
-
•• p+�' Z'
•SG•=.OoD•SEN-,WGLAb"BYKURAR4YA'4ERIGA,INC.
1;JFj1,(,
e., "
rR
ostf MIC
a
SACFRs
7Can btocYw+n�
G(A7JNG DETAILS
•• `� `P`�i' G
SGD-WIMPACT
„
0
1w9+ 1oua
SEPJES77CALI
u.wra a.w s n+.h
hLI NMWM. P.E
IJTS 5 ;, M PM130
B
I P2.9mm _
TABLE 1:
DesignPmrsum(OP)andAnchorOuanUtWsRequked,(forallappmved
MmdrnumOPforaRsllxs:+GO1.60
con$gumfions on sham 233)
(L1ay be tu3ed >3r Tale 1A)
For ebmmasaaaat wohm m cmfiV or IV cow udF cm shoot 11
'
Table aPptles:o GIM
Dow UJUtHewm
.07
4w
-85.7arlOw
TBw3, 3X S, 5& 7.7A, a
/e MD
&GAwulula fadfAlumai
ArAWGfCUP
AhohWGMUP
AI1611a
CAM
3
4
WnshmaboRm
1
2
3
4
1 1
2
3
t
3
4
1
1
1:
C4+1
1
t
G+t
04+1
t
TLO.
.romit
a+7
a+
S+T
6+
T+e
T4V
7aaa
7+8
4a
7+a
7++6
7+6
7 6
+8
1twJPSta
o441
C4+1
OC+1
G41
GM
G4ri
G+1
Gs+t
1
C4F1
C4+1
C447
a
GN
a
C8+1
a
'GNl
8
.
DID
P1f00K
g
a+T
-a+7
.SF
8
e
a
+a
a
+a
a
7+8
17+1.7
8
7+e
7+a
+8
7
a
7+8
HaDWSM
COI
6
C4+1
8
8
C4+1
a
GM
i
G+1
B
5
G+1
a
e
{A+1
6
C4+1
a
1
my
G+1
GS+1
G+1
QMi
N7
6►7
Ea
G+1
7+8
G+1
7+8
G+1
1Dto
«7
CMi
Ot+•10CN1
a
C4+1
04+1
a
a
G+1
e
e
s
e
aa647
.a
B+T7+a
C'Ma
C1+2
C4+2
G+2
CN2
G42
C4+2
G+2
G+
7+8
C4+2
7+a
C442
7+8
G+2
+9
G42
+8
G+2
74a
04+2
a
+e
4t•
1ltadt30
G+Y
a
a
6
as
a
8
a
8
a
b
7+a
a
+a
8
T*8
OLO
P•hOdt
0+7
e+
8t
Gr
748
7+8
7+8
7+8
7+6
49
+6
7+8
TA9L.E t0.
S171 Heightto Max. (+) DP
(WatrlaRrallm RathJg)
SB Reer}ieidlt (+) D-kp
p erBrawar pmm. , Pst
FOR WWArLr%M UMnls INa6G ram-��• ••
NO
1) POSRiVE pRE$$URE3 AITABLE 1 ARE ONTHE USE OF THE3-1/4• SILL
2)WHENUSINGTHE211YSLLL,POSRIVEtNATERDPlS4Bd7PSF1MXtNIIENUSINGTF�3-0/4'SILL,EWATER DPIS
BORPSEMAxWF NUSWQTNE4•30.L.POSCITVEWAT3iDPISEOAPSFMWC(NEGA7IVEPRESSUSUIS SUxC HANGEDj.SEE
DLOVkqDTH-
N06LPNVFIWDTH-r
7ABL£tA.
3)1:3-0/4 AND ZJ11P Silt HEIGHTS ARE TESTED FOR WATEfi1NFIL7RATION WHEREASTHE 1-11L' SUl IS NOT AND IYUST
IS NOT liEfiWiED. MAX. POSRNE OESC+N PRESSURES SHOWN TABLE 7 MAY
DL 6 HEIGFti=
ONLY BE USm WHFFEtNATERRES6TANCE DI
RI
BEDS®VYHFNTHEDOORISPRDTEGTEDBYANOVER}IANGCO111PLYSJGWRHT1tECUHRENTFLODABU1tAtNG000E(SEE
DOORUNRHEIGH7-10.125"
ADJAOENT DUIGRAMj THIS rANDrtiON iE NOT RATED FORWATERaa p TRATION.
SPFSCE EDGEDL4TANCEAND ATION•
PANEL HEIMM-
4)S�SHEETS10-04FORANCHIOU WHEN EQ IRED-
5) ApORS� 70 CONPLYWRH CURRENT FBC EGRESS R8l1UIREHENr31NHEN REQUIRE.
DOORUNRHE1GHTeIAW
6)440 ANCHORSARE SPEGFIED AS THETOTALOUANTRY, DMDE BY 2 FORPAIRS TO BE INSTALLED.
OHLENGTH
GHRrnoxi
O
OHRAT IO a OH LENGTH
OH1£IGHT
intedodt
f•600k
fectsdla�Jaalb
S tAsaa[al
SaalghtAMoNg
ASSOR t
Str ACV+W
AUWUY
IWAdMPI
SOndardStOees
St7:idatdSt$a
StandsdShce
smwudwA
s2ndandsme•
Haaw4urySdR
HVWVA wstu
Hanydud/StIla
Haa4rduwsft
SrandildAsvda1
OuirldeCoJeff„
'�LC-,►r 3—�F�;+-1;--•3(-
Ctrtdde�
came
5
�r
lncWeCarelc"I'
Comer
PaKafiO(Jdj
P+Jrafio
PaKtl67
PartCPoow
Perta67(/8aa8al)
PaM1YfiO
PartJx SM (C"sdW
PaKlamer
PaKtil39(0ia)
PaRa17DQJt�
putgaL_
Pam#31&ID2
(t:om.a:Fsdlaoelltl
Partffil
6 d 22 1 Pla7D130
PRonucr®RE1nsED
BOO Cd+aHfi au•FbAda
1+DA49a. 96.0H29.06
al»p4adm v.W Q2M7/202D
proamn QY
trw
'•J rr ••�
NOTES. TJSEOFTHE3+1/4'S1CL
I)POSri _=PRESSURESLN�TABL-2AREBASEDONTHE
2) WHEN USING Tn'E2-172" $1L1, POSITIVE WATER DP IS 46.67 PSF mAx WHr2I USING THE 3-1/4 SLI.
POSITIVE WATER DP IS 60.0 PSF r4AX. WHEN USING THE 4' SILL. POSITIVE WATER DP IS 60.0 PSF MAX
CNEGATNEPRES.UNCHANGLO7 SEETABLE2A. _
S)4.AL IS NOT ANS_IA, AND D NNST ON4Y81 E LnISED 1h R WATER RESISTANCE lS NOT REQUIRED. MAX. ION WHEREAS THE '1
POSRNE DESIGN I PRESSURES SHOWN IN TABLE z MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYINO WM THE CURR ENT FBC(SEADJACE.NTDIAGRAM): TAB CONDITION 6
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS I M4 FORANCHORAGE SPACING, EDGE DIFEANCE AND EMBEDMENT INFORMATION.
S) DOOR SIZETO COMPLY WITH CURP.ENTFBC EGRESSREOUIREMENTSWHEM REQULiED.
6) ]AMS ANCHORS ARE SPECL=IED'AS THE TOTAL QUANTTII . DjVXEBY2 FORPAIRS TO BE
t A JLC [n:
STD Hefghtt* 9= (+) DP
{Weteflnl71ta5on Rating)
801 Riser Hdg6l (}) D Wgn
(FlelofHozTsee Pm-um,psf
Dto WIDTH
mom PANEL WIDTH w�
OHLENGTH i•.- DLO HEIGHT=
DOD? UNITHSGHr-10.125'
1 OH RATIO a 1 PANE. HEIGHT=
DOOR UNIT HMGHT-1.M5"
OH RATIO = OH LENGTH
OHH51% i
INSTALLED.
n eno "CCCn,iCl v IIFTAn C
THEFOLLOWWC>SiILS&ASTRAGALTYP-
SHALL BE USED
FOR TAULtZQIMSO
Stnleht Astragal
cc,��,a�������•-•-••-"-'
Laeltstllee
gT AS'[raq'al
� Llel�----365•As7agai
lxhtikQ
ck
Wloek
lodtsele@Jamb
AssembIV
StreiEMAMPI
AssembN
ST AMPT
A...*
335,AttraV
H��WduLYSblo
Heavy-dutyStile
Heavy-duryst L6
tandardAstoual
Heavy-dutYStOe
Htavl^duy steHem-dulyStlle
tsideCcmer, ,
pu6v
H:avy mstile
Came
Heavy-datystiie
.
lHaurtS,djas
, —";—
[�'F�,}$�a..{l,O7ttzRde
0n1drm
OutsidetamerPamiF6llstite)
de Comer
comer
PertS63
Paft9318(eornrvParts
Pmtn%9i0uy
Part«1201f0;
P2rti161,Ktlle}Partai
�31&R31
(,Q)
pettFSi
Pam467Ckv=pI)
Roos �
lmm. &fxd Maartt}
SERIES 770ALUM. SGO -LM
cvc m
PRODUCT REVISED
u eota yln9+Xth the Flarlda
NOA-No. YB•0629,06
Fxptsattae 9atn�0W17/2020
By /�✓
m13m1'Oa� eanci tbr9.•91
,nNF:f lr;
`� s .�gr�ffa r�i�
A LYFM LMO.II. PE
p"aff 5
ABLE 3:
Deslgrl Pre6sisre (DP) and ARchoT ChraGtTtTes Required, (foraH approved eeitfig Drdtialls on Sbeets 2 & 3)
FeTetmarectm97leeC1147MA on 90'7r 13rrmmmfik,see2heM 11
Het t
8a° 84'
'ram. apprea 5 Gkr T7pes h. 44 7/a• lxo Ja ow . 85 7Je
6, 61, 7. 7A, 8 a BA andih. M / 69- Ammar Cvnrp
Art -tor eudup
Astragal type¢ Shaom Seld,Y. Anemar0=7 Aaetler GtLl$
1 2 3 1 2 3 4 1 2 a 4 1 2 3 4 1
DOW Pra13Ur¢
2A, 1T Hoad'9iI C4+1 Cd+t Gi+l C4+1 G+tt Cl.+1 G4+5 C1+1 Gi+1 C:G+7 GH•t CA+1 04+t 86
C4+1 CM C6+t
DLO damp 3 8 6 8 8 6 8 H 8 s 8 B 8 H 8 0
p41o0< 6+7 6+7 S+7 6N8 7+a 7+& 7 Op a 7+8 ..7+8 7+6 7+8 7+
+7 7+9 7+8 8+9
DOSISA Pr.ttuty
2W HeCJsy C4+7 Gi+S C4+1 flh7 Cii+t GiK Gi+t 04+1 C4+•1 G4+'I C4+t 04+7 C4-M I CA+'I I G+4 fCA+1 C 4-1
DLO demD B 8 8 8B 8 S B B B 8 8 8 8 8 B 10
6+7 6+7 6+7 6+7 7+8 74.8 7+8 7 90.Op�tr Ti8 7+B +9 +6 7+8 7+8 7+8 8+5
Dasisa Freas+lx
CS02 C5+2 O
20- lteadmal 61+1 GA+t 1 G1+2 C4+2 CA+1 C4+1 GQ+2 Ct+2 C4+1 C4+1 Ci+2 C6+2 Gt+i G7+1 0
DLO
36' Jamb g B 6 B 8 9 B 8 8 B 8 B B 6 10 8 1
p{tr,yl 6+•7 6+7 6+7 8f7 7+B 7+8 7+6 +�a7+�9 7+6 7+B 7+B +8 8a•9 St9 8+9 bF9
E DotdmPreaaule
36' HegNSm Cq+2 C:++2 u+2 CG+2 C•l+= C4F2 CSF2 C6+2 C6+2 CS+2 C5+2 C5+2 G6+2 C8+2 C10 G5 C10
42• DLO m 8 B 8 8 8 8 8 8 8 6 10 a 8 8 1D 8 10
p.macJc 6} NB 7+H 7+8 7+8 7+8 +3 7+6 7+8 8+8 8+9 8+9 8+8 S+'9 0+9 8+9
+/.pOO 41 s4a1J=A6eIOx
D95igll Pr.astrR
41' IteaUStlI CW'= Mh C4+2 C5+2 C5+2 GWL CS+2 LS+2 .C5+2 6a+2 94+2 C642 C5+2 C5+2 i'�5i2 Ofit2 C8t2 et+1
48• tD .feg B 8 8 9 8 10 B
OB a t0 a 8 8 10 B lO
8� NO3E-A: M-9D.0 PSF-EOR.GLASSI
d3 4,_4A, B, BA
R EXAMPLE ON USIN TABLE, SEE SHEET'7.
NOTES
i)POSCTIVEPRESSURES INTABLE 9ARE BAS'cDONT1icUSEOFTF{ SILL
WHEg USING THE 2.1W SILL, POSITIVE WATER DP 1S 48.57 PSF MAX WHEN USNIGTHE 8.1/4' 61LL. POSITM WATER
OP IS 60.0 PSF W. X, WHEN USING TrC 4' SILL. POSITIVE WATER DP 13 90.0 PSF MAX a4EGA7IVEPRESSURES
UNClimm). sEETABLE 30.
3) 4', "WAND AND 2-1/2' SILL licIG M ARETES 5D FOR WATER INFILTRATION WHEREAS THE1 112' SILL IS NOT AND
MUSS ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX, POSITIVE DESIGN PRESSURES SHOWN IN
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIOA
BUILDING CODE (SEn AWHE-NTDIAGRAbIrl'1lS TCONDITION IS NOT RATES FOR WATERMFILTRATION TAH'S 3 MAY BE US tD
4) SEE SHEETS 10-14 FORANCHORAGESPACTNG, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5, DOOR SL. E TO COMPLY W R7i CURRENT FSC EGRESS REOMRE,LNTS WHEN REQUIRED.
S) jAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTrt'Y, DIVIDE BY2 FOR PAIRS TO BE INSTALLED.
Mal MUM DP shown below
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125'
PANEL HE n
DOOR W IT HEIGHT - 5.866r
eIV MCTGIt C
!MOLL all'
SID Height to Max. (+) DP
(New Ktraom Rating)
SAI Rker Height (+) Design
(Plat or Hot, see Pressflre, P61
Sheet m
THE FOLLOWING STIEEBASTRAGALTYPESSHALLBEUSE7FORTAeLE8.1iEEsritt:,azlaccr�tsr
Strai Astragal
LockMe@
.,..,.,_,��•-•••�•-•--••—•-US"ASm9al
90'Asha6al
LarJadle@
J.aa Attragal
Lxiat6e@
lrterlodt
?-hook
Intksylem zmb
AtselnDiy
SValg•:t Ascagel
Xeavy-der/Stil¢
AMMUY
HeavydutyStIle
SO'AMMI
Xeave-dctystlle
Assembly
Heavyduty5=2
195'Asfragal
Heavy-dutYStDa
Htae
,.vydUW5det
ReavydL•tystife
FL�vy4L^y S:Jc
HmvY•d'M Str
f+xavydt!tY Astragal
amide Lamer4 , [
Ousldc
.
e�
}'�C�.�j_��`
Iteide`
Comsr
Oetside
�
irstaecdmer'I I
Comer
_
Pars61I561e)
Patt LE1
V. (Safe)
Part=8(Cmner
partan9 t0at)
Parz=(Im)
Pact k611547e)
Paris631Y`k32
Pa^k61
ma l' 7.(, 21
Nrt%81
Port'A51
Par566(Astragaq
Xesetvar)
---
(Caro.&Prd Meant)
WEIR
mor.
urine �"'
SG67JD ATTS $ "'�
OH LENGTH
Pz o OH IRATIO I t
Oi �
1
OH RATIO - OH LENG'TH-
PRODUCT REVOM
¢s camplylag with rho PI-ildo
eelhgng Cede
NOA,N1 1"629,06
!xVIrstton Goto 02M 7M=0
rv�[Isms-a aaax
.fit; :i!I:: JJrr
, `•; it , '
A.LYNKh1 Lela, RE
S PF..c SeT9t
NOFRAAIE -T+5`RHOOKANOHORAGECONSISTSOF: SEE -r-- CLUSTER I
MAXUNITWIDTH DETAILS SHEETIO
SEE JAMB (!)P-HOOKANCHORS. SEE'QlCbl USTERDFTAIl3. FORASiRAGAL
•. REQUIRED 9 (pERPENDICLiLAIt70 GLASS DETAILS, SHEEP 10 FOR REMJRM "CB' SHEET 10 FOR INTERLOCK 2V MAX O.Q
SPLICE 1 • EXTERIOR PLANE)SEETABLE2SfGET7 QSfERLOCX OLUSTEI?,sEE 1
NOTE, t "'i POCKETS \ 6TNOM
DETAxPS,SHEET
x1 xz x
L PANElW0J
SHEET FOK xx
x
rmmEPOCKET 8x
MOUNTING
I1NMSf3ALIATON, D�R
1 j L z
THIS SHEET ANCHORS MIDWAY i 110 em" 4PAIRSOP
I }' & SHEET 14 SET WEEN P•1400K 1 ! x ANCHORS
ANCHORS &AT37 I jl� �� o x=FRAME
g Im� ! - I o ANCHORS _ 2t-1•IAOL
UNIT NrHoW ..j.}�; . FROM Top S g- 1r l I_i11 (TOTAL �CyENNAA7X�TJJNE DETAILSUB C &Kd, iIi SQ
O
FERJAMB
xx x�� x o.a
MAX—14MAX00.
L
B 4.0510OPENING Sm 10 I x 6E AJ
EDGEoFPOCIC-i
ANCHORS
INSTAUAT0,°J(
§ tt OBSLOW
j�-HO
PANEL SHEETI4&PART �MOUNTING
AS'&'I,ENDDET3
24CHORALE HEET94ANCHORS
O.C. ANCHORS) PH00K SOPS
•r2' ANCHORSEZ
vemHBEOW
ANCHORAGE ANCHORAGE
"\- ?GE ANCORE WOHOYiAGEOFS BnA a7 RAGE
rMAX, TrPANCHORAGE
,
J3��•
OFPAN1
p(p,MPLE:E-�EL2TRA B0'OUTSIQE CORNER.- O-EXY. MOUNiPOCKEIANCHO E LAN: I •QPL1C£NOTE:
i60'x86"NOM.PANS.GANCHOROFDUPaINCONBLIE
GFtE7ESZ7sSTRATE(S TAZ-9 EF7) NON.STRUCTURAL
ANCHORAGE EXAMPLE NOTES ANCHORS MAY BE ADDED
9) APPROVED ANCHORS: SEE TABLE A SHEET 1 AS NEEDED TO ALIGN THE
2} ANCH LOCATION SpACMG F -ANCHOR 4!lA1JT1T1E5 SPEdFIED 1N TABLES 1 SHERS &8: Fx mox HEAD DR 81LL r A SPLICE
} de�1NEOF Fi'rAD & SRL: B" 1dAX FROM FRAME COI�fERS' USE SPECIFlED CLUSTER FAOM 21.
OCCURS ATTHE P440M
M. 'INTERLOCK APPRDPRIATETABLES.3HEt�5S3ATEACHINTERLOCKANDSTRAIGHTANDCORNER MAX
PANEL SEE'CS'CLUSTER A57RPGALLOCATION PLUS SPECIFIEDIIUANTITICOFADORtONALIN7ERMEDV+TE O.G 1
WIDTH ETAILS,S}iEETiO ANCHORS PER PANEL ADD1l90NALANCHORS24'O.C.MA7QMUM
.ax e�64•
FOR INTERLOCK ANCHORS ATT}- MID?OINTOFENO Pr1NELSARE ONLY 1
i 2ANCHORAG= REQUIRED IFTHE O.C.DISTANCE TOTNENEXTANCHOR
CLUSTER is OVER 24".OTHERWISE AN,.11Z=RPNOT aamuuoF E'MAX. 1 PRODUCT REVISED
g„+• �. REQUIRED AS PMTHE FIGURE ATRIGT: meempNl Witb tho sq rma
0
CENTER=INE JAMBS &P•HOOKS: B" MAX FROM BOTTOM. 21' MAXM"RPAIRO.C. (JAMS 14' M -81 m OR 2�C XO� 1S 662S.06 _
OFPANEG 2 O.C. (P-HOOK) U1ILMING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6$, SEE FRAME JAl1y1B pxyhmtsx vm V211712020
P•ROOKANCHOR DEDULS ON SHEET 14. AFY HOR PAIR
REQUIRES ANCHORAGE SEE"CS'CLUSTFR CEAlTERL1NE END PANEL Sy
I EQUIR CLUSTER SEE GElliEIiUAE DETAILS, SHOT 10 F , ANCHORAG aSim`-P Y3a reauet conaol
`i }�-pF FOR ASTRAGALASTRA(2ANCHORS) B•
DETALS,SH�r11 I /NTERLOCK I aTAX r a:!alliilirr.
4051' tom. GS -ram- ,:1 ,.Se •^ ;;l ; •iir
:pam PC
�5+5AT7'�
4 ��•L !CENTcR71NB CEIYItFOJNE •F2°ANCHORAGE !�,�,CEKTEr'UNE
EXTERIOR �T I�... OFPANEL3 ANGHORAGE i�OFPANEL4 1 OF PAWLS fl •:, g t6 4:
LSEES =- IlFOROTHERINTMUAIEDIX EAiNCHORS �s•
.wsx ACNORAGE SPACING & EXAMJaLE PLANS '`'�'•=: r":e?:�'�= '
t�t>tanv SERIES770ALflWI SGD-LiItIJLfPACT
wa _.... SIM= JUTS 9 ,22 e.+y+ A. cYE1. P.E
mPGT0130 B PSd3NEAS 6'+C9
OALOR (FOR SPLICE ASTRAGAL OR SPLICELOCATION 2.04' --1
ASTRAGAL OR {.9PLICELQCATION �RLOC,C- i CONDr10N,USE 0SNTER'INTERLOCK— �}FNEEDED '—�
ItiTERLOCK'i fFNEEAED cEN1ERlINE-C6•CLu5iERDETAIL) c TE>�INE �� ompm VDIAG.
CET•lTERUNE I
=s' T ?° 3r 21'
1;r5' r •DtAG. ncrr�n
Q.C.
21.
244 aaf A
2,04° 5�. MAX
o D O.C.
S.F 4' DIAG. 7• ocro= }` 7' T3.6°
� 2-T��ACrCFRAMEHFADISILL I E&3'
�1 MAX
2-TRACK FRAME Fi�..ADISILL 2-TR+4tlC FRAME INTERLOCK
I i
to ASTRAGALOR g.1TERLOCK l 2-7�iACK
1EI( SEwHE EOR)4CLU TER ��A�6CLUSTER (USEWHEREfiCLusmK I FRA�IEJAMS
(HORS ARE
4 STD ( ANCHORS ARE REQUIRED, `CM ANCHOR PAIR
ANCHORS ARE REOUIRID.'CC? ANCHORS AR_ REQUIRED,'Ca"7
4-TRACK
gSTRAGALOR SPUCELOCATION S°DIAG. FRAMEJAMB
ASTRAGAL OR. SPLICE LOCATION ASTRAGAL OR (FOP. SP[.ICE INTERLOCK—I"'I NEEDID 2A4° o`tr ANCHOR PAIR
INTERLOCK IF NEEDED INiERLOCK� CONDRION, USE ) CENTERLINES F
CENTERLINH CT CLUMROETAIL 3.S }
ANCHORS MAYBE 1NSTALlED
2;• EITHER W THE M. OR INT.
MAX TRACKORT.SHOWN)
4.08' 2.44-4.08' `D1AG. 00,
zoo•
4xrEwasa (— y
L 3.TRACKFRAMEHEADISILL
(drA$1'RAGAL OR INTERLOCK
(USEWHERE 4 CLUSTER
ANCHORS ARE REOUIREV,'C4')
ASTRAGALOR }.SPLIGELOCAMON
� IL,cK -I IFNEsDED
CENTERLINE r
rxY£rtao^
V
4•TRACK EBME HEAD LL
of AS7RAGALOR LNTERLOCK
(USEINHERE 4 CLUSTER
ANCHORS ARERECIOREO,'O41
r— I } r�• 4 DIAG.
rrnsu 3 � I
ARE 13ASM ON MN.
�A
FR �
3-TRACK FRAME HEADr�IL
,--4
V _4.TR4CKFRAMEHEA ILL
� M�
ALLOWED.
2 FOR IjEAD OR.SILLSPUCE
j ASTiW'ALOR]NTERLOCK
(USE WHERE 5 CLUST=-K
� AS7FtAGAL OR 1NTER� OOK
CLUB
USE4VFLERES CLUST�R
t 3-TRACK FRAMEJAMd
ANCHOR PAIR
LOCATIONSIANCHORAGEAT
P•HOOKSEE SHEETS.
ANCHORS ARE REQLARED,'C5')
ANCHORS(USEWHERE6
D,'C8")
ASTRAGALOR� (FORSPUCE
(FORSPL`'E
ASTRAGAL INTERMO- I CONDIs10N,DONOT
FORSPLICEO
CONDITIONS ONLY. -
----
INTERLOCK I CONOITION,USE
�TERUNE . USETHISDEiAIL)
—IcPN nR�OAi10N
CENTERLINE -or CLUSTER DETAIL)
:-
ss
4• DIAG.
2A4'
�.
.37" DIAG.
4 aa•
tr
�
OR
r F7nENOP
•�
4-TRACK FKAME HEMS01
g_Ac'1T=AGALORINi LOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED. IMI
4_TRACK FRAME HVMISILL
an ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE R'cQUIRED,'M
WITH 6 W ITHOUT SPLICE CONDRION
/ I 1 �j-j{J�b� //t/,4LU1V6 a7uy - uvr urirnc+r
f41Jl IM 1��J fS$I
CEW.CFAuixvu>9s sears MS la +22 PG7Cfs0
PRODUCT REVISED
as v°mp�I�a with the Pfocldz
E,dimrnl bode
_xoA-xa T��•I� _
rg t-eon rw. 02H712020
>�r
all oa aua onva
Pf-lv4 =
204 ZAa• FAR R_ 204' LUTERIIXi 2.04' VOTER
RITERI R tM epOR 7, 1ALLOIMSNSIONS SHOWN
ARE EASED ONMINNUM
?4'DIAG- 6,f2 ;01AG. 3,3' 3.6' ALOOTA<I�
7.SQEPiL'T.4NCHOR
st2 0 011 i QUAN7RYAND SPACING,
IKT=F°O � � 1 1 AND WOULD BE IDENTICAL
E as DREMOR a`DIAG. 4'DiP.G. FOR EXTFRIORORINTERIOR
I 3.Sa 3S" 4" —� 3.9
204• f00. 4• A•
204' FTSrtW6R 2.W FD7=0R
so, CORNES 80• CORNER 1-36' CORNER
2 TRACK FRAME HEADISILL -2 TRACK FRAMEHEADISILL 2-TRACK FRAME HEAD/Sol
(HORS ARE MQU[ STER ANCHORS ARE REQUIRED, COS ANCHORS RS ARE REQUIRED,
LUSTER
ANCHORS ARE REQUIRE, "C�"
4.08°
I 0 1 FOR INTMO3 4A8'
4• IKr9MR 7.41'
RI,'EAIOR !b5•
90• T i ExiEatpR
S 3.6"
1.108" 37 4.08' S-VI wG 7"
JJf CORNER CONFIGURATIONS.
EK�R17R
3 d •N•ANCHOR
204 T
894•
136 GARNER
2-1RACKRiAMErtEADJ51fi ' IIC6VP NE
(USE WHERE 6 OR 6 CLUSTER ['�OFPANEL
ANCHORS ARE REQUIRED,' )
W ANCHOR
'4.1' ANCHCIR 2_0*9
4. OIAC
1 OFPAN LINE
f—"OFPANFl
'+3• ANCHOR
j-OF-:ANEL s"DIAG.
r�XTERIOR 30 4• DRERIOA T 4' 1E4.H ON •+2'ANCHOR, 3.S'
7' EXTMWr ALL�•
90• CORNER 13S• CORNER VIEWS
3.TRACK FRAME NEA01S1LL. 3-TRACK FRAME IiFADIBIU, OFPEN�NE
('C6'ANCHORCLUSTERREQUIREO rC6°ANCHORCLUSTF2REQU1IL�D 2- K. H'cAIIISILL
ATALL3-TRACKCORNER9) ATAlS.3-TRACKCORyERS) Mc,IAG IMIERMEDIAT-ANCHOR IAYCIr
INIcRIOR 6.12' w EmFt 20C
2.0,r .ix 3.8'
4'
S.88' 6P PAANEL RLINE PRODUCT REVISED
frrmArm!3S •+3' ANCHOR g���P�ewlttt ft. FTmtda
IWMIOR 0 4' 3S" 4' NOA.Ne. 46- M.06 _
T C><puativn Cato 0 D20
fi.12' T 4• EL1Y 3S 4.06' y. ep roaua= mtra
r. PRIOR
Aa' r3.6° a• 4.01AG. a• • pm.. ' CEN]ERLINE .' ` : •.......
�OFPANEL
90• CORNER13S CORNER Y: ; : ••
d TRP.CK FRAME (•, F L 4-TRACK FRAME HEADISLL a -TRACK FRAME W-,kW$ILL _ ate' 3"�fi
(X ANCHOR CLUSTERREQUIREO ("C8"ANCHORCLUSTER0CUIRED INiERME0IATEANr.HORLAYOUT-
ATALL4-TRACKCORNERS) AT ALL 4-TRACK CORNERS) (3.TRACKSIMRAR)
ANCHORAGE EXAMALECLUSTERS •`.c:1c;. _�=: • .
SfJZlES7]DALUM. SGD-fluflMPAG7
ticrrrlmn>sr.a.>r
'qo B peasms
INSTALLATION DECAiLS
EDGE DISTANCE
SEETABLEA-SHEETI
2-iH6"
EX1E DR U
MAX
a SKIM
7vIBEDMENT:
:EE TABLE A
SHEET WOODANCHORTR,
2KWOOD SEEANCHORNOTES
;YP., SEE ANCHOR &TAB LE A, SHEETI
NOTE 3. SHET 1
2-TRACK FRAME HEAD
WDOD IN ALLATION
WOODANCHORTYP., 2XWOOD
SEEANCHOR NOTES TYR, SEEANC
&TABLEA,SHEETI7 NOTE3,
NOTE 5, SHEET
1(114• MAX)
�1'EILIOR -i
EDGE DISTANCE:
SEETABLE A, SHEET i
EMBEDMENT:SEETABCEA.SHEET I
®2= :RACK FRAM
w WOOD INSTALLATION
EMBEDMENT: SEETABLEASHELM I
6SMTABLFAAtEET
TA
I
2.VIg - 1!4'
MAX
xort SKM 4 R
cMBE➢MENT: SEE TA,BLEA. SHEET I
ETIGEDISTANCE:
SEE TABLE A. SHEET 1
2-IA 6"-
MCI.OF 3 THREADS BEYOND
THE METALSUBSTRA iE
NOTES:
1!4' S.ALL DIM£NSIDNS
MAX. SHOWN ARE BAS=
SHIM ON MIN. ALLOWED.
2.METALOR WOO➢
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PE4TABLEA.
1 SMS ANCHOR TYP,
2XWOOD WOODANCHORTYP.. METALn?, SHEET I.
TYp..SESANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES
NOTE3.SHEET I &TABLE°A.SHEETI NOTE 4,SHEET I &TABLEA.SHEETI-DIAGDNALO.C.IS
3--TRACK FRAME HEAD da TRACK FRAME HEA➢ MUq 4• (HEAD & SILL)
da aw WOO➢ RSTALLATOWN- c�+ METAL INSTALLATION 0R6-(JAMS) SSEE
2XWOOD SMSANCHO;R'YP, METALTYP., DETALS,SHEETStD&I
WOODANCHORTYI'.' SEE ANCHOR NOTES SEEANCHOR
HDR S£EANCHORNOIES Typ.,SEEANCHOR STAELEA,SHEETI NOTE4,SHEET.
SHEET 1 yeE & TABLE A SHEET 1 NOTE 9, SHEET 1 SS-E
ANCHOR MCl.OF^uTHREADS BEYOND
ANCHOR Nt
ThE NETAL SUBSTRATE
NOTES. S(1l4—.
(va• MAX) - 1
, n LEMBEDt TT: SSE
\r' LE
ABLE GEDl SHEETI
2.1f15"' Z•1118°` EDGE DISTANCE:
SEETABLE A SHEET 1
EMBEDMENT: SEE
TABLE A. SHEET,
EDGEDISTANCE:
2XWOOD
SEE TABLE A.
TYP,SEEANCHOR
SHEETS
NOTE 3. SHEET' I
)
vins"-
NOCO ANCHORTM
SaEANCHORNOTES
&TABLEA, SHEETI
Ex:cwoS
114• MAX. SHIM
�,
I'^
SE£TABLEA,SHEETI '
EMmoMENT: SEE TABLE A, SHEET I
ija 3-TRACK FRAME SR L
W ODD INSYALLATION
EmMOMENT:SEE
TABLE A, SHEET 1
EDGE DISTANCE
SETABLEA
2XWOOD
SHEET 1
TYP., SEE ANCHOR
NOTE3,SHEETI
WOOD ANCHORTYP.
SEE ANCHOR NOTES
&TABIEA, SHEET 1
114' MAC. SHIM —
a—
la4-TRACK FRAME SR1
N Ma'TAL WSTALLATION
EMBEDMENT:BEE
TABLEA, SHEET I
^--T
EDGEWSTANCE:
SEETABLEA.
METAL TYP.,
SHEETi
SEEANCHOR
NOTE4,SHEETI
SMSANCHORTYP.,
SEEANCHORNOTES
& TABLE A. SHEET I
MIN. OF3
THREADS
BEYOND THE
E[fe�OR
ID
METAL
SUBTFYiTE
sto-no I MS 1 12 + 22 P=130
PRD➢UCT REVISED
xi evm 7y�a9 v:th tiro porid�
Baildmg Cot10 -i6-D62S.06
NOA�I0.
ixp,r�on Daso OZ!'1712020
B
[A�f a fodue[ cen>sa
No.SE'6S y '�
lNI STA11ATto;� DONATES EMBEDMENT -SEE TABLE A.SHL ETI EMBMMENT_SEETABLEA.SHMTI NOTES.
EDGE DISTANCE EDGE DISTANCE' I. ALL DIMENSIONS
CONCRETE _ FDGED'STANCE:SE CONCRETE SESTABLEA,SHEE i SEETABLEA,SHE'Ef1 SHOWN ARE BASED
c
PORTABLE TABLEA,SHt°EiI CON(' PER'-E 2-t/tti" ERTC� 2�1/15°' ONMRLALLOVi3).
A, SHEET 1 2-1716 A SHEET 7 A SHEET? t14' - pU1GONAL O.0 IS
ta': •}�� 'i;•�r-? :.'f-•'rr i:.. .,n-+•. ti•� _+t'+',ti.:'••`.: •'2•.-- MAX. MIN 4•(HFAD$S0..L)
•_ T •' Z •r SHIM ORE' (JAMB) SEE
-T 11 i DETAILS, SHEETS
EMSEDME CM T 1/4' EXTM R i/MAX °R t 10311.
SEETABLEA, —� MAXt— SHIM
SHEET SHIM
PROF ERLYSECURE6IX CONCREfEANCF►OR'TY?, PROPERLY SECURED 1X CONCRETEANCHORTYP•. PLtOPERLYSECUREDIX LCONCRETE ANCHOR TYP..
WOOD BUC4TYP., S=E SEEANCHOR NOTES & WOOD SUCKTYP., SEE - SEEANCHORNOTES & WOOD BUCKTYP.. SEE SEE ANCHORNOTES &
ANCHORNOTE3,SNETFETI TABLEA.SHEETI ANCHORN®SHEET'FEAZ�DASHEET I ANCHOR I�3,SHEET ? TABLE A,SHEE1'1
2-T�2ACK FRAME HF14D 4-TRACK FRAME HEAD
® CONCRETc WSTALI-ANION Bn NCFLZEINSTA'WiTION Co CONCRETEINSTALLATION
NCPZMA
COTICRc'TEANCHORTYP. PROP'cRLYSECUREDtX WNCHORTYP., PROPERLY SECURED IX CONCRETEANCHORT.'P., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOODBUCKTYP.,SEE SEE ANCHOR NOTES& WOOD.BUCK TYP;,SEE SEEANCHORNOTES& WOOD BUCK:YP.,SEE
TABLE&SHSE'C1 ANCHOR NOTE 3,SHEET 1 TABLEA,SHEETI ANCHOR NOTE 3,SHEETI TABLE A.SHEET I ANCHORNOTE3,SHEETI
sFJ=ANCHOR SEEANCHOR SEEALN HOOR
NOTE5NOTES SKEET SI•L�9 SH�Ti
I(114'MAX) { (114°MWC) (I/4 MAX) " }
:i+_y:g•r�.;,¢ .<:Yj 'r.y. ;. •••i
EDGED ANCE CONCRETE EDGE DISTANCE: GwE A w-Er l
1 PERTABLE S�TABLEA,SHEETI PER TABLE SEETABLA,SHEETI
SEETABLEA. SHEET A, SHEET
A,SHEETI
1 EMsEwENT_ SEE TABLE A, SHEET i
EMBEDMENT: SEE TABLE A.SHETI
2-.� FRAME SRl.
E ISSaMIENT.SEETABLEASHEET1
9-TRACK FRAME SILL
�tiTRACK FRAME SILL
ft CONCRETE INS'[ALLaON
CONCRETE INSTALLATION
Ee CONCRE•I6INSTALLATION
EMBEDMEEW.SEE —r'1
.
TABLE A. SHEET 1
4EMBEDMEI.T.SEE
_...ri
EDG£DISTANCP:
TABLE A, SHEET 1
5EE TABLE A.
�';.
J EDGE DISTANCE
pROPERI-Y SECURED e7:
SHEETI
PRODUCTIRE!nSED
EMBEDMENT: SEE
CONCJCMU ANCHOR SEETABLEA
'" SHEET 1
1X WOOD BUCKTYP, ••
S,
m Eomply7n xKfh Lbe Florid.
owlalns a-
TABLE A SHEET I ^�_
EDGEDISTANCe
7YP. SEE ANCHOR
NOTES&TABLEA ?
SBE ANCHOR NOTE
SH T1 -•'
,
Hoa.Nw 'tB-0629.46
PROPERLYS=CURED SEETABLEA,
SHEET :•L 2-'i/18"
::.'•. 4
Expime" Ca o0211712020
IXWCODBUCKTYP., 4 SHEET'I
,•
QONOJCMUANCHOR 2-1/4—
SEEANCHORNOTES,
:•e_
TYP.. SEE ANCHOR t
fA�lam v,aEuet Itaol
si-MET1
PROPERLYSECURED "d•'
NOTES&TAELEA.
CONCJCMU ANCHOR
1XWOODBVCKTYR. ti`
SHEETI OONCtiafE
7YR.SEEANCHOR
SEEANCHORNOTE3CONCRETE
ORCMU
NOTES&TABLEA 1 `^
OEE
SFiEET1 OiiGMU
ExrEraox *, PERTABIE
�1��slslsi/rr
0rreneroa SHEET'l .t
S ORCMU
PERTABLE
•
6MRIOg A,SHEET7
4 A,SHEETI
'•-.
T� I PERTABLE
V 19- MAX. SHIM 1-- . 1
rr -'
V 1/4' MAX. SHIM ---i 1—
E--
`��i;A1:•••••.••,!!i/([„�i�
a =' pOPs•IeF 4
'•
A. SHEET
1/a' MJOC. SHIM �••�
•�
Ni' SM
2-TRACK FRAME JAMB
3-TRACK FRAME JAMB
® CONCRETFJCMU INSTALLATION
4-TRACK FRAME JAMB
®CONCRETEJCMU INSTALLATION
=�
CONCREZPICMU INSTALLATION-
rswleaaiococYawve
ANCHORAGE DEMLS
6 $1 !>7
2caioi-G��•
SERIjFSTIO�ALUM SGD-LM�IMPACT
%.Fyn
•,
¢13
N I: P_
__ �.
�rrrs�rs aissr
EGG7JD NTS d 22 . PGTDl0 B
eA�eY
INSTALLATION DETAILS
EMBEDMLNT: ScE
WOODFRAWNG TABLED SHEETI
EMB_DMENR o
SEETABLEA,-
SHEETI;r
PHOOK WOOD ANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A.SHEET I
(ALSO SEETYP.
LLLUSTRAT.ON. SHEETS)
METAL TYP.,
SEEANCHOR
NOTE 4, SHEET I;
MIN. OF STHREADS
BEYOND IKE METAL
SUBSI ATS
EMBEDMEN):
SEETABLEA:
Exo.MPL-c
NOTES:
I. ALLDIMENSIONS
FRAME JAMS
SHOWN ARE BASED
REQUIREDATALL
•,.y
269 3° MIN.
ON MIN.ALLOWED.
INSIDE POCKETS
TOP
;x.
DISTANCE
EDGE
2. FIGURES ON THIS
WA782
;';
SHEET RE FOR
P-HOOK MOUNTINGADAFT8.
INFILTRATION
;?:.
, •.�
CONCJCMU
TIVE
ILLUSTRATNE
WOOCANCHORTYP.,
ANCHORTYP., SEE
' PURPOSES ONLY. SEE
BEEANCHORNOTES
ANCNO7E8fl
RNOSHEET
TABLE A, SHEET IFOR
a TABLE A. SHEET I
TABLE 1
ALL APPROVED
(ALSO SEE T1P.
I ILLUSTRATION, SHEET 9y
::I�:r '•
-. a ; ; ; ;
T-I/4` MIN. EDGE DISTANCE
SUBSTRATES.
DISTANCE: SEE
1: ^ :? `�•�t;'•t
'�• ••
.,1,
�-
ILEASHEETI
EMBEDMENT:"
••'"�
r;r.
o'•-•
<t ..: ;
:r
SHEETS" FOR
REQUIREDP-HOOlS
E
SEE TABLE
,'.. :.;
1:• .
I + 3 i •-
F�HOLIKMOUNTING
AND P-HOOK
>
SHEET.I
�:-i�... .t "-
:,�:::
AOAPi13tCDNCJC"u1U
MWMNIGADAPTFR
R
V
P-HOOK
;^:,;t�:..,.•,)•ti,•.
�•'+�:�"•.:�:•�.`='••
ANCHORTYP.,SEE
ANCHOR NOTES &TABLE
ANCHOR QUANTITIES.
CONCRETEOR
EMBEDMENT: SEE
A. SHEET ALSO S.Fo
ON SHEETS.
CMUPERTABLE
TABLEASHEET1
(ALSOSEETYP.
2993' MIN• A; SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
USEWITH FLAT SILL RISERS
P-HCOKFORUSEWIIH ANYSILL
�PARTSf.
RISER
w. 1;12 0Rd24.
DCftR1ORN.OUNTSHOWN.
OONCREMOMUINSTALLATION
IKT-. ORMOUNTSHOW4.
-LATION
IA,yZggA MAY ALSO BE INSTALLER IN
(SEETABLESIA.2A&3A
MAY ALSO BE IN97ALLEDIN
INTERIOR CONDITION
FORWATERRATINC•S)
EXTERIOR CONDITION
P-HOOK MOUNTING
EAIBEDMENT'SEE P-HOOKMOUNTING CONCRETEOR EMBEDMMMSEE _ ADAFTF-RCONCJWU
TABU: A, SHEET 1 TABLE
CMU PERTASLE TABLE A. SHEET I AgWORTYP.,SEE
ANCHORTYP., SEE ANCHOR NOTES &TABLE
ANCHOR NOTES ,�: •?•"•:, _ = : r ; : ',Y r . A, SHEET I
zt � A c I EMBEDMENT: ,`i`:��yf�rp�•-ls„-•, ' ',.[',-' ILLUUSTRATION,SHEET 3)
0.1.USTRATION, SEETA3LEA, : ; :C'rd i•+;1• 28
} SHEET9) SHEETI
MG DISTANCE SEE i . ,;:
+'> =:':1-1/4' MIN. EDGE DISTANCE
n _ � TASLEp.SHEETl I ovnm[rra�rteFn
P-HOOKSMSANCHOR TYR'
SEECH ANOR NOTES J >VI -
&TABLE A. SHEET I
(ALSO SEETYP. 25s3" MIN.
ILLUS' R ) ION, SHEET 03 EDGEDISTANCE
P-iiODK FOR 115Ewm- BOX SILL RIS--.R
PART S$H9.d21.A23OR025, EXTEPJO
METAL INSTALLATION T
(SEETASLc'SIA.25&3A MOUNT
ONLY
FOR VVATERRATINGS)
mMOPAUMA22m
P.HOOKCONCJCMU / - pR2yoR
ANCHORTYP.,SSEJ -f1_
.._..-.__.
ntar-tfmv*w02fl7/202V
ANCHOR NOTES & TABLE V
A.SHEET I 2.643"MM
(ALSO SEET'P• EDGE DISTANCE
Ro roauci maol
ILLUSTRATION, SHEETS)
' e-HOOK FOR USE VATHBOX BILL RISERS
®PARTS #% t2l. #23 OR ms
CONCRETE INSTALLATION RIOR
MOUNT"'•:'p
(SEE TABLES 1A.2A&3A ONLY
J FORWATERRATINGS)
,t`til;lO IlitNaj
�� '•..2 {``i`-'•J6E'.Va
C •z+ plySei05
v, taros
FffANCHORAGE
-SERIES77DALL/M.SGD-LMllv1PACT
DE7AlLS
s �o NT'6 14 - 22 PGTnfaO B
CONF}G. EXAMPLES
MAX. UNIT
VADTH MAX. UNIT' WIDTH
NE'/vS' ERDETAILA: MAX NOM.PANELWIDTH
SHOT 1 B; INSTALLATION DLO TYP. PER TABLES 1-3
DETARSAW& Ad, WIDTH
SHEETS 12 & 13
NO n�
I)SEE SHEET 17 FOR INDIVIDUAL 1 so
PANEL CONFIGURATIONS AS PANEL PANEL
APPLICABLE SEEDPIANCHOR I PANEL TYPE TYPE PANEL OORNERDETArt W2.
TABLES, SHEETS" FOR MAX. TYPE w AS, TYPE SHEET 198.CORNER
PANEL HEIGHT AND WIDTH. SEE p • w ANCHORAGESSEET it
SHEETS IS &19 FORSEC11ON ROM: MAX.UNIT '
DETAILS AND SHEETS12.14FOR MAX. /I MAX HEIGHT' INTERLOCKDETAIL
INSTALLATION DETAILS. PANEL S� WIDTHHTTYP. DLO Ili 'If, SHED I'1I)
2)(1)LOGC(ITFMS75&107-1t0)AT HEIGHT SEE PER HEIGHT TABLES p�S
EACH LOCKHTILTE, LOCKING INTO NOTE- 2 TABLES t-a 13
KESPEa QTEM 103)AT FriAME JAMS
ORA_ JAM DETAIL'G3',SHEES
GAL
3) PLEASE SEE APPLICABLE X p 18 MSTA710.TIOND�TAILS
X X x
ASTRAGAL & INTERLOCK 'G<v' h'G�', StiEE;T512 G t9
COM3INATroN9 PER DP/A.NCHOR
TABLES.r90' DLO V✓IDTH -NOM. PANEL WIDTH-T
SILL DEfA1L'D', SHEET 1a; J DLO HEIGHT = DOOR UNIT HEIGHT-1D•12S
INSTALLATION DETAILS EXAMPLE.,9onINSIDE CORNER. 4PANELS -XX/)OC PaNELHEFGHi`DOORUNITFre1GHT•1.ti6o
mo S'DC. SHETS 12 & 13 - SR1001 -- �-HDT-MELTRVM
STRUCTUTv+I
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tk'NOtk
BYO'TFiERB wSUT�T DESIOCANr
Bcr. GLOA FXr. Gills
UT
PANEL CORNER
DETAIL
Part*
Da=rIP%TOn
Material
124
Kommerllng 4SGTPS Spaner System
See thIs
Spear for
1vTe[etiafs
125
Ouenex Super Spacer nXTwlth Hot Melt BUM
12s
4uanoX DUraseal SPecer
127
Cef llrtal )L Edge Spacer- --- _ -`-
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: ^•n: �`?• ems;
FffANCNOR4GEDETAR.S/FJG4MPIEELEVA7IO
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,• :•.
.
a..rre n...�M
6GD•7m NTS 15 n 22 PGTDf�D a
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COMFIG. EXAMPLES
rMjAMB DETAIL S2', /ASTRAZAL
HEADERDETAIL'A',IHEET
DETAILS'Li'&
18;NSTAL.AMONDETAILS
.SHEET 18:INSTALLATION
DETAILS W & rGd
Li er.JEET 19
Avv`& AC. SHEETS 12 & 13
SHEET512 & 13
PANEL
PANEL
PANEL
PANEL.
TYPEi
TYPES
Type
To
1'
D
A
MAIL
NOLL
PANEL
,(
HEIGHT
HEIGHT
PER
MAX.
orHTYP.
SE
TABLES
DLO
ER
PER
TABLES t3
NOTE 2,
1�
HEIGHT
SHEET 1S
JAMS OETAIL'G3', SHEET
f i8; WSTALLATION DRALS
'ow wee. SHEST$12 & 13
nlTEPoOR
INTERLOCK DETAIL
,('M'. SHEET 19
W" OUTSIDE CORNER
D`cTAIL'N11 SHEET Is&
CORNER ANCHORAGE
SHEET 1t
:tL—..3
EXTERIOR
4 a
sHTsiNwOHTTYP.
X X X X I
D Ll \a &13 X PERTABLESX�I 1-3
MAX UNR WIDTH —"'I MAX UNIT'MOTH
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PA
NEL EXAMPLE OX�C INSTALlA710N DETAILS EXAMPLE SW OUTSIDE CORNER -)O= (2-TRACKI
2-TRACK 'Dv? &M . SHEETS 12 & 15
DEiAILSShTF15 � JAMB DETAIL'It',SHEET't8;
pSTRAGALDEIAILSII'& IWMRL=DETAILTA,SHEET 19 INSTALLATION DETAILS 1%Y&
Lz; SHEET i9 - .'1 INTF�tLOCd.65[•A0.'M', SHESf i 9 'IC, SHEETS 12 & 13�
v U �HEAOERDETAIL
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1IAMB❑eTAILH2.3HF.ET P-HOOK HEE7 INSTALLATION JAMB DETAIL]z.SHEETiBINSTALLATION 18'. INSTALLATION DETAILS
18; INSTALLATION DETAILS 19; INSTALLA ION DETAILS JYj, DETAILS 'Sue &3d: DETAILS'Ivt Vie. SHEETS 12 813 'LW &1C4 SHEETS 12 & IS
W &'He`, SHEETS 12 & 13 'Je,'16Y & 7Cd, Shit�Ttd SHEETS 12 & 13
,••---^ MAX UNTO WIDTH
MAX.
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1
45 DETAIL'G3, SHEET 18;
DETAILS 'Gd &'Ge, SHEETS 12 & 13
HEADER DETAIL i4', SHE--f 18;
INSTALLATON DETAILS Avt &'AC,
SHEETS 12 & 13
9w
D., SHEET
18;
INSTALL
DETAILS
A
Nrr WIDTH
+
T—
I
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PANEL
TYPE
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o
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NOTE 2,
1-6
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Sk'eET15
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TABLESI-3
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PANEL.
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TABLES 1-2
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HEIGHT
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xx
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PRODUCT REVISED
rompl7n'n Ith the F1.4d.
MAX
Rum.&Code
16-0629,06
UNIT
—No"-
HEIGHT
FxpimttonDmo02MY12020
PER
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TABLES
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1-3
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; la 5671:
EXAMPLE XXXO BILL DETAJLIF. SHEET 16.
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BILLDETAILE,SHEST18,
BISTALLATIONDETAILS
TRACK. BY-PASS? INSTALLATION
12 &
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Ew b `Ed, SHEETS 72 & 13
Fv/ & Fe. SHEETS 13
EXA14fPLEELEVATJONS
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L11 c0 LR 1. SEE OP•TASLBS 1-3. SHEETS "FOR PANEL
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{— ASTRAGAL �� QI Da RIGHT 2.PANELTYPESNOT SHOWN ORCROSSED OFF
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ts PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPE" AND "OR (�1s 9) OR INTERECEIVERRIOR rl 220) CONFER
w AO. MOAL C1 _ APPt1OASLE SYCFJAEZRAGAL REQUIREME M AS.JPA��,
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' •NOT VALID FOR WATER INFILTRATION RESISTANM REQUIREMENTS, SEES
J n�14
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ASSEMBLY DETAILS
($EE SHEETS 1214 FOR FOR NSTALLAT.ON DETAILS)
FULL LENGTH
14 U tos OFJAhAB
60 OR 61
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2-TRACKJAM6
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11 113
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a
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• T1EM et sHowV, r EM so ALSO APPLICABLE SEE TABLES
1-3, SHEETS 8.8 FOR DP (PSF)ASSOCIATED WITH STILE.
106 FULL PANEL JAMB LMCGIH
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TABLES 13
PRODUyCTTgRMSED
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L? 351
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1
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NOTES,
1)ALLALUMINUM=6063-T6
2} (T SAS # 33-39. 5"9, 86, 78, 94-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF-ITUS APPROVAL
3) USE OF 012 OR 913 REQUIRES
MIN, 410 SMS OR 3116' MASONRY
ANCHORS ® 2,V MAX O.C.
PRODUCT REVISED
8 tG.8. oCaLeh t11a Flat4eaa a110 1
NOA-W - 16-0629.06
M.pl.tl— Data 02147 1320
By
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A.L=4 MaM P.E.
P"48705
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