HomeMy WebLinkAboutPLANSEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S.
q vw... .._.....-..__.0 ,
A NEGATNE DESIGN L ADS BASED ON TESTED PRESSURE AND GLASS GL SS TABLES ABLES ASTM
TM 0.
El
B. POSITIVE DESIGN LI](kD5 BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGNLOADS ARE��ASED ON ALLOWABLE STRESS DESIGN, ASD.
3)ANCHORAGE: THE 33-1fJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
IN
PRODUCT. MATERIALS, IjJCLU0ING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER ❑ISSIMILAR 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, AB APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOIM' SEALANIT'.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX ANO AGGREGATOR NOA'S, ANSUAFBPA NOS FOR
WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL.
THIS PRODUCT HAS SEEN EN ADM, DESIGNED &UDING T TO COMPLY WE TH THE REQUIREMENTS OF THE
CURRENT
8)DOOR SI ESMUST BEMRIERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PEHSHIGH VELOCITY HURRICANE ZONE R
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9)TEST REPORTS: FTL-5980, FTL503, FTL-6001, FTL-6014, PTL-6015, FTL4i017. FTL-6022, FTL-5023,
rn -amA am .Rn25. F-L602B. FTL-6031. FTL.6033, FTL-6036 AND FTL-7554
..oio
A°�Of
Group
AOCM1er Type
Frame
Member
SubMmm
Min. Ed'.
DIWance.
DLCancn
MIn. O.C.10,00-
anlar
ckn0m
A
012108 SM9,
(FycBO kci, F,P g5 ha0
01241068 SM6,
(F]u W R.I. Fo ITO kaq
WI
sautbam Flag (SG =0.55)
W10"
71W"
00B3T5Aluminum
as
B116'P
A3851ee1
aS
AI10'0•
Gr. 33 Saw Elva
30
1111?
B Ga)
lie EleaAggl t.*
F,-57 kaI, FD-BE k¢I
All
Concrete mN. 222 ka
1-UY
3"3-
Jamb/P41ook
F01ea Block ASTM CAO
2"
w
damWP-haak
Helaw6lock am C90
Y
3"Ile
All
S.1h PNa 0=0.54
1•
1"S
aafter.
B
i12 SmeI6M9 (Gc 6)
(min. M3 threads bayn4a
MOVE eubalmlQ
All
Seutem Plne(SG=0.55)
BI1S
71We"
6003-TSANminum
910'
W1B'0'
A366ma1
are"
Gr.338mel Stutl
39'
NES
10`
0.09V (18 18Ga
C
114. Elea UIVICae9
F� 155 R61, Fein kal
NI
Cbncreto(min. 2.05ke1)
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idl6'
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Hall. Black (ASTM CAD)
1•
0'
1/1•Emo UHaaCaVER
k¢, a
mi
CeneRie(MIM 2.B6 ca'
2-111
4
151B'
Jvnbl P4mot
F31ee Blaak ASTM ON
2dQ•
4'
ldl4'
Jamb I P4 Ok
HMIOW Black ASTM C92
2-in.
e'
1-1I4'
IM 410 SS 0.1 CNI.Fkk®
FpIR.4 kri, Fu=1B9A kel
a/SILL
Compete I11.3.351a¢I
1"
4•
Ya4'
J Ip4wok
Concrete I0.1351ta1
1•
0'
14Vv
JYn /PMok
1-1011w BIDck ASTM CM
2-1W
B•
1-1/P
All
Sawkem%m
i)W ESUBSTPATE CONDITIONS REO ANCHOPAGE FROM MORE if VW orvew me wwnunuRuuro..ow=,
CHOOS EANCHORGROUPOFTHE BTLETTER FOR ALLTASLES IN THIS APPROVAL
2)ALL ANC( EADTYPESARE (CABLE
3)FOR STEEL9N SKSI, MINFY=331(SI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6)ANCHOM MUST Be OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
G¢amt Wan (LmNa 0ea eaREar Be Intarlo0
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TA13LE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN I-1/2•THICK. a pl In wuH me Florlee
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 6unaing LTa�
NOA-NP. 77.0420.72
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS ZX ARE 1-112"THICK OR GREATER. IX AND 2X BUCKS B<ptratlPn Dato0211T/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mla,n epm nct eantro
1THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL,
ka vAN.090' PVB hmaaytt
a x11h.0aP PVB mmedeaeeyGr
ca vth.w' so Hmaayu
r11-Air
ye^Ai Speeea]HC laminaleJ;(Zlutcaofat6'HS Glass wi9,.060'Pv3 MNaayer
Sbace TheUI
11CAhsp¢co-1iBUmi1aea;(2µhu¢Ta16He Gla¢aw9n A90'PVBIMeager
sre'Ak9paze♦RIC Lemhmmtl; T�tnoe °lats'HS Gbaa wIN.WO'SGIVI
116 AIr6Pa4a a ]/16' Inm4uma; (1) LBDa a139C H6 Gm¢¢ wM zv SO p,teAryer
laze v4tn.090' gG wenay.r
L+a reffixav se intafter
yYAkSpace +]Its Lonamama;k)umv of Mir AM4 Glass wBh.090'sOOAanayer
HV Air 49GO+7I18'unMama;C2) Lit. mate` AMEN G-as w AucD" SG Wceepar
INC.
DESIGN PRESBURE RATING(
IMPACT MTING
SEET"LIBS1.283ON
SHEETS6,71L0
RATEDFORLARGE&SMALL
MISSILE IMPACT RESISTANCE
aAISI
36C 19
GENERAL
EXAMPLE
21,22
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
O H l l l l
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
YLYNN ",
MAX. 1/4" THICK &3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY
��,�La,OH...... 11A
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
SUBSTRATE. IF
¢-1:UN9p''.
Q'
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO
pal. 6B]051
]*�*:
SUBSTRATE IS WOOD. 300 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
= _
BY THE AUTHORITY HAVING JURISDICTION.
1 - 22
MAX. UNIT WIDTH -
NON. PANEL WIDTH
PER TABLES 13
MAX UNIT
HEIGHT
PERTABLES 1-3
IY
13
13
NCM. PANEL WIDTH
PER TABLES 13
MAX UNIT
HEIGHT
PERTABLES
NON
I
ao IONSt
S
MAX. UNIT WIDTH —'-I
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL °JW. °Jc% -KW OR'Ke INSTALLATION.
C. UNIT WIDT
POCKETEXAMPLE: 4-PANFL XXXX IN BE
XXXX OR XXXXP XXX IN POCKET CONFIGURATION
OO
j;, pO
WI H
3
CAN BE OXXXP.
1-3
_
2)SO- &135' CORNER CONFIGURATIONS CAN BE A COMBINATION
R OF ANY 2 STRAIGHT CONFIGURATIONS,
1
NIT
In �oyg 3)FOR NOM. PANEL WIORI, SEE TABLES 13.
T
-X'- OPERABLE PANEL.
1-31,E%
'O'= INOPERABLE PANEL,
1 -0-=POCKET f--DETAIL LETTER
e
11G�W = W000 OR METAL INSTALLATION
\r W-e•=CGNCRETE INSTALLATION
2-PANEL
CO URATIO
1 1
L—SHEETNUMSER
NOM. PANEL WIDTH
MAX UNIT WIDTH DLO WIDTNEIGH =DOORNOM ANIT NEIGH -1
DLO HEIGHT = DOOR UNIT HEIGHT -10.126'
3 1 PANEL HEIGHT =DOOR UNIT HEIGHT - 1,866"
ABLES 1-3
___
m �cm•7
.I 5-PANEL CONFIGURATIONS
I.
r I
I �
I$ Gt
1 igga
I
low
POLItET 1
l e
I
4-PANEL CONFIGURATIONS
1 3 1
PRODUCT REVISED
Plying with the FI°rlda
Building Ca°CC
HUMNg. 17-0420.12
MAX. UNIT WIDTH
ExPlrauen uotv02M7/2020
NOM. PANEL WIDTH
By
mix.-ga ruaucl he
1
PERTABLES 13
`
TiIS/k1 1110
MAX UNIT
HEIGI
PEP
1
e
I
`�„
sEE
3•n
SXE
Ips
TABLE!
18
p
1
aawEr !gB
i
��
x
I
19N)d8616W
C£RT.OF.VTTICfffi09
CORNER, TYP.I—
(OUTS IDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
2 - 22 1 PGTO130
* : No. 98705
'17'•.• a TE :!•�lU:
MPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
'
MAX. TESTED UNIT WIDTH =
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116° Q 96" HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
DETAIL ve,
%III) ONFIGU
300-1I4" @ 120° HEIGHT
LOCATILE 4-PANE CAN BE
IN POJd%CKET CONFIGURATION CAN B
EXAMPLE 4-PANEL XXXX IN POCKETO
NOM. PANEL WIDTH
3
13®
CONFIGURATION
OR %XXXp.OXX%IN POCKET CONFIGURATION
POCKET
PERTABLE$1-3
-1:.f----
CAN BE OX)CO
1
a
1 j 7
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
E
P a1
OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT
a
e
19
3) FOR NOM. PANEL WIDTH, SEETABLES 141.
96"OR 120' I'
{
/
Ia
Pocrcer
w-OPERABLE PANEL,
•O'= INOPERABLE PANEL,
-p- =POCKET
6-PANEL CONFIGURATIONS
i
1 1
DETAIL LETTER
= WOOD OR METAL INSTALLATION
MAX. UNIT WI07H
�a e 'c'=CONCRETE INSTALLATION
L—SHEETNUMBER
NOM. PANEL WIDTHiI,
a
3
a
PER TABLES 1-3
_+�r---
3e- j
DLO WIDTH= NOM. PANEL WIDTH• 7"
1
to
1
IT
DLO HEIGHT =DOOR UNRITHEIG HTHEIGHT
1
t
1 1° I4pq
I
T-126'
PANEL HEIGHT=ODOR UNIT HEGFIT-1.B66"
MAX. UNIT
HEIGHT
9
1
E
E,
PERTABLES 1-3
/
aeceEt m
7-PANEL CONFIGURATIONS
PRODUCT REVISED
I ma me Flotlao
won
B.Ildl.,otle
Naw-N.No. 17.0420.12
Ili
MAX. UNIT WIDTH
�pl,.U.. Date 02M7/2020
NON. PANEL WIDTH
PERTABLES 1-3
1 1
c
8 19
1 j�e�t'T
'1 19 1
MAX.UNI 'I
1
e
to
isgg
HEIGHT
PER TABLES 1.3
. '�lCEN3N��'''�
2'
6-PANEL CONFIGURATIONS
_ . Na 5eT6s
*_
3
_
-10.t`''., ST TE IPv
!;!
i,l
tomtErawoLocyo
NVENc�nsozm
^.�,n`.
EXAMPLE CONFIGURATIONS
:'
� 0, '4oRlgn-:
' 1SS ..
ry9tlaew000
SERIES 770 AL UM. SGO-LM IMPACT
4IONAL
T'tI1n DIP°
���,.,o
JR 04AYtT MC NC CHRNGE3 THIS SHe[.
®
e.wr+e m+ ^•^e'^
NTS 3 s 22 PGTO13B
F
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A. LTNNMalER P.E
P.Ekbelas
mjri w
4I.M
t0."la/1d
P
III
a
I�
�I
III
ING DETAIL'
c
7116" N;I
3/16' HS GLA$
.090' PVE
3116" HS GLASS
81 2 --
911W
7/4" HS GI
.090,
114- HS GI.f
62
EXTERIOR
'HS"= HEAL
'T'=TEMPE
'PVB"=.091
'SG'=.090-
7/18' NOM.
3116' HS
GLASS-
.090" SG-
5 1' NOM,
3l16'HS GLASS
0"MHS3l78° G55
31V AIR SPACE
aWG
3/4°NOM. EXTERIOR 3A42.1 GLABBGL55
BITE BRE BITEIOR
60
79
E4 64
GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G 1" LAMINATED I G GLASS TYPE 35
0116" 1' NOM.
3*-74
"HISASS
1/4' AS GLASS VB
.090' SG SS
74 1/4"HS GLASS a 5/1E 74-1/4PRODUCT REVISED
82 mplyln8 wIth lha Florida
Bulldin9 coda
3/4"NOM.NUA-Na. 17-0420.12
3/4" NGM. 3/4" NOM.GLASS Ex1EN0R GLASS GLASSExPlra6dn Wla 02/1712020
ITE a BITEBITEER 01 6455
I
I
I
I GLASS TYPE 33A 9/16' LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS, TYPE 35A l)
I I N—'
BONY LYNIVq�',
SEE SHEET 16 FOR SPACER DETAILS. - � '
10m7FCM7aosrOdrvE=AO..((�� srA 1,'
BYKURARAYAMERICA,INC.. N. VYM'dE R.4u74 GLAZING DETAILS %�S''•ORIO?,.' ����
'KURARAY AMERICA, INC. rye)4yo-fam
cErrr. orAlmLxmeO SERIES 770 ALUM. SGD-LM IMPACT �ONAL ENG�
IN06TN195NEET. m.nmrtem7 ® ua.we °'�' ro-�a'^ av A.LYNIi�1ILi�1, P.E.
wraweaassum eaa77d NTS 4 ✓ 22 PGTO130 C REA M705
'
7116'NOM.
1'NOM.
1'NOM.
3/16'ANN GLASS
3l18" HS GLASS
'�.
3/16"ANN GLASS
,090' SG
.09T SG
.090° SG
3/16' ANN GLASS
3-AIRSPACE
3/18'ANN GLASS
T9 3!8'AIR SPACE
71
74
3/76'TGLASS
3/16'T GV+SS
B2
!u
B3
EXTFAbR
3/4' NOW
3/4' NOM.
3/4•NOM.
GLASS t2a1¢]
GLASS
12a127
GLASS
BITE
BITE
BITE
EXTERIOR
E EMO
a
aB0
A
1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS TYPE G7 T' LAMINATED I.G. GLASS, TYPE G8
7'NOM. 9/16°NOM. 1•NOM.
3116, HS GLASS 114' ANN GLASS 3/76' ANN GLASS
.090' SG .090'--
3/16' HS GLASS .090° SG 3/IW ANN GLASS
SG
5/18°AIRSPACE ]4 1/4•ANN GLASS-- _\ 6N6'AIRSPACE 74
114• T GLASS 114° T GLASS PRODDOT REVISED
82 plYYing w11M1 tM1e Pledd"
fi] 83 Bulltlin9 Code
NOA-NP. 170420.12
3/4° NOM. 03l4' NOM.
314'NOM. EXTERIOR GLASS 12412] GLASS Expinllen �/ale�.02H7/2020
12a127 GLASS 1f3 BITE BITE
BRE -
P ERIOR ..
a EXTERIOR
a1 a
]B 9 ]B
I fi5
55
I
1" LAMINATED I.G. GLASS TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1- LAMINATED I.G. GLASS TYPE GOA
I
GLAZING NOTES: I
°ANN'=ANNEALED
-HS- = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAIL
'T'=TEMPERED ry107EC,LeevpypE ".°e..
'PVB'=.090' TROSIFOE PVB BY KURARAY AMERICA. INC. µyE,lygT,gyT]4 GLAZINGDETAILS
'
SG- =.090'SENTRYGLAEP BY KURARAYAMERICA. INC. ry'0aeo-leoo
casTd. -I...�r. mn.OFAVIX./]B}44II Il f r-F, I SERIESI. n�At-UM SC'O LM IMPACT
ss I NTS 1 5 d 22 1 POT0130
I
`tlttl Ulrl4
CIE N,
58705
TABLE 1:
Design
Pressure (DP)and Anchor Quantities Required,
Maximum OP for all sizes;
(for
all approved configurations an sheets 2 & 3)
+601.60 par
Far boner
astragal anchorage on BP or 13V caner uNU, see sbeat 11
(May be Hooded by Tat-1A)
f
Dsar Unh Facht
Teel applies to Gless Types 3:
80"
84"
BD'
so,
3A, B, SA, 7, 7A, 8 8 BA and
69-718'• DLO
7&718" DlA
709/8" OLO
86-]18' DLO
81e ]I Ant TyP al sho+m
Anchor Gmup
AncharOmuP
Anchor Gbow
Anchor Group
below.
il.
A
B
C
D
A
B
C
D
A
B
C
D
A
B-T
C7
D
Sill ll.
041
N+1
N+1
N+1
N+
+1
N+
N.,
1
N+1
COI
C4+1
N+1
L4tl
Nri
24"
mu
Jamb It
8
8
B
B
8
7+6
It
740
0
7+B
8
7+8
8
7+8
B
7+8
B
7+0
B
H8
0
7+8
B
7+8
B
7+8
8
7+8
P.haok I:
B+7
8r7
6R
6+7
N+1
C4 1
N+1
N+1
N+4
04+1
2+7
Nrt
N*1
N+7
Nri
N+1
N+1
Heed18ill lu
C4+1
NO
N.1
8
8
8
8
B
e
8
8
8
8
5
30'
DLO
Jamb :!I
B
B
8
8
8+7
0
7+8
6
7+11
AB
7+8
7+8
7+0
]+e
]+0
]+8
7+0
7+8
]+8
5+
P-hook
BN
B+7
C4+1
e+7
N+1
N+1
N+1
N+1
N+1
N+1
N+i
CN1
N+1
N+1
N+1
C4+1
N+1
N+1
HeaU5il1'I
N+1
B
6
8
0
B
8
a
e
0
B
36'
CLLO
Jamb li
8
8
0
8
6
8
7+8
7+8
]+8
7+8
NB
7+B
i+0
7+B
7+8
]+B
]+e
a
P-hook
8+7
0+7
fi+7
N+1
6+7
N+i
]+B
G+1
N+1
NN
N+1
N+1
N+1
N+1
N+1
N+1
N+1
N+1
C4N
HeeNSill'd
N+1
N+1
a
9
8
B
B
8
0
a
B
B
4T
O
Jamb I'.
a
8+7
B.
8r7
8
8+7
8
8+7
0
r8
0
7+B
7+B
7-8
7+0
Ntl
7+8
7+0
7+8
7+8
7+0
]+B
Rhock"`
Heatl13111 !r
N+2
N«2
04+2
N+2
N+2
N+2
N+2
CW2
N+2
CA+2
CO2
N+2
N+2
C4+2
N+2
N+2
at-4V OLD
P �6
788
788
7+BB
7+8
788
7+6
7+B
7+0
] B
148
7+0
788
B ]
er7
6+]
BH
FOR EXAMPLE ON USevti mete, acesnot a.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3.7/4'SILL, POSTIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE IA. I.
3) 4', 3.114" AND 2-in- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.1 W 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 FLORI DA BUILDING CODE (SEE
ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Height to Max. N DP
(Water InfiRmtlan Ramp)
6111 RHer Halghl
(+) Design
(Fist br Box, see
pressure, psf
Shoat l7)
Flush-1dY2"
see nota3
High-4"
+00.0
SEE NOTES iJ
OH LENGTH I —
Doi ON RATIO 2 1
OH RATIO = OH LENGTH
ON HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH -7°
EIGHT=
DLO HEIGHT=
REVI BEO
DOOR HEIGHT
HhlbeNbddma �b9
[FRODUCT
No. 17-01420.12
PANEL HEIGHT=
DOORUNITHEIGHT-7.869'
a0nn Data 1712020
Interlock
P-hook
Lockstlle@Jamb
Straight Astragal
Assembly
Lackstlle@
straight Astragal
90'Astmgal
Assemby
O Atzg®aI
13A emb'gal
13�tltragal
Standartl soles
Standard bale
I
n
Standard Stile
Standard Shia
Standard Astragal
Standard Site
e..t..�
Heavy duty Stile
de t: a
Cra outside mer, ,
HeaWduty Sole
Outside
Comer
Insid�
Corner
Heawduty Stile
Insi e
Corner
Outside
Corner
Heavy-dutyStile
J-Jll.
Insidelde Cor
Part B60 (K3)
Iln Parte60
Part H60
Part pfi0 (Stile)
part1167(Ast.9-1)
parties
Part Nei(Stlle)
part 011BICorner
pa14119(0-0
Part p120 (In)
Part N61(Stle)
{Cora&Fxd MBaunt)
pan 461
CENT. DFAtogNaNR0
ae6na I NTS I 6 1 22 I PGTO130
\\\11111111II
s
`� ��••610ENSF
*j No. 58705
�Fd+'+: tORIDP,.
TrSZONALlE1
A. LYM NILUU1.
PE.P 0705
TABLE 2:
1"
Design Pressure (DP) and Anchor 0uana-h. Required, (fovea approved 0.at 11 configurations o0 Sheets 2 8 3)
F9rcomeroSYegal euhorege on 80' Dr 108' e0merunla, see eheet It
Maximum DP for all sizes: a601.60
(hay W BMad by Table 2A)
Dom
lhBt
Wight
OB 74' 7R0DLO
Table
eppwo
to
Gloss Types 4, 9A,
BD'nor
OLO
0 - 0 LO 81d18 LO 103]/0' DLO 09.T 0
6.6A
7, ]A.8
88A -adVw'
89d10"DLO
73-718"
Ana
DLO
19-
Anc rOmup
DLO
nebar
Gmup
AndurGmW Anc of mu chorGOYp Pro orb ..
91IINAS0a8sl
Types
ahoan beb�i.
Anchor
GmuP
vrG
A
B
C
D
A
B
C
D
A a C D A a D D A B C D A B C D
A
B
C
D
P
B
C
D
rl
UH
U+1
•
OI+1
+1
+1
Ga r1 +1 a +1 q UH U+1 ♦ GH Gai G+ CIr U+1 Ual G+
e 9
+
G+1
Gal
C1+1
N
+1
Grl
fMt
B
B
8
6
8
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
2a'
Jamb
B
B
8
0
a
a
B
0
8
B
B
T+0
]+8
i+e
T+B
0+B B+B 6+9 0+0 8+9 8+9 8+8 B+B 8+10 8H0 9N0 6+10 9H0 BNO 9N0 9+10
OtLO
PMOK
8H
6aT
O+T
6•T
TO
CM1
T+0
U.1
TO
CI+1
7+0
Gtl
}+8
U+1
Aa
G+t
AB
G•I
]a8
OI+1
Gat
Gat
GN
Gal
U+1 G+1 GH G+1 GH G+1 G+1 Gal G+t G+1 Url G+1 U+1 Ual Gal
�,
HeaNaO
Ur1
UH
GH
G+i
8
8
B
a
8
8
a
to
w 10 10 10 f0 10 t0 10 f0 10 10 10 10 10 10 70
OP
Jamb
e
6
0
B
e
B
0
B
B
7•B
T+B
]+8
7+
B+9 0+9 a+e B+B ea9 BaB 8+9 e+9 8+10 9+10 9+iD B10 9a10 9+10 9110 9+10
DLO
PTpak
BN
eel
fi+T
6+]
T+6
HB
1+8
Ta8
Tr9
1+B
]+B
"a
01+1
Uat
UH
G+1
U•1 GH G+1 G+1 Ur1 GH GH Uri Gal GN GH Gal Gr1 Gat Gr1 G+1
HaeO/alll
GN
Grt
Gtt
GH
GH
Urt
UN
G+1
UH
Ga1
CIN
U+I
ID 10 10 10 10 t0 10 70 10 10 10 10 t0 10 t0 10
CS
Jvmb
B
B
0
e
B
B
-B
B
B
B
8
a
0
e
B
e
0+9 0+B Bag e+9 &B 8+9 6+9 8+10 9+10 B+fO 6•10 B+10 Ba10 B+fO BNO
B
DLO
PJucN
B+T
B+]
BaT
T7
TaB
]a6
Ta8
U+1
]+B
f.4+1
1+B
Gat
]a0
CAN
1a8
ar-1
7+8
GH
1+6
GH
1+6
G+1
ia8
Grl
T+9
G+t
B+9
GN G+1 G0 Gai -fo GN C1+1 C.1+1 G+1 PArt U+1 LB+1 U+T C1+1
g
hassleAI 1
G+1
UN
G+1
UN
Lc+t
UM
8
B
B
B
B
8
B
8
10
10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
1-0
i42'
P60
Jomb
8
B
8
B
8
8
B
B
>+B
T+B
NB
7+B
NB
TB
8+9 B+a ea9 0+B BaB B+B &B 8r9 8+10 B+10 9+to 8+10 B+10 B+1D 9a10 9•10
PdvoN
6Q
B+T
eN
6+>
hB
TB
]+0
]+B
AB
Tr8
G+2
Ur2
c<+2 C,+2 Gat Ga2 G•2 Cn2 G+2 G+2 L5+2 Lfi+2 OS+2 C8+2 C5+2 LH2 L5+2 OSr2
,,ZZ
§
Hmaslll
G+2
Ga2
Ga2
ONR
U+R
GrR
CAr2
G+2
U+2
U+2
Ga2
Ua2
Ut2
U+2
B
1s f0 10 10 10 10 10 10 12 10 1D 10 12 10 10 10
IB•D
Jelnb
B
B
B
0
0
B
8
8
8
B
8
0
10
B
a
8+A BIB 8+9 8+9 B+B 6+8 B+0 8+10 0+10 8+10 8+10 Bq0 e+10 Ba10 9+to
'3G
P-0vak 'I
Y
B+T
aN
BN
e+]
]+0
]+B
]+B
To
7+0
760
T+6
7+8
7+8
7+8
T+8
T+0
e+9
flvve/6A1
G+R
G+2
G+2
G+2
G+2
U+2
G+2
U+R
Gr2
G+2
Gr2
G+3
G•2
G+2
G+2
G1+2
5T•
Jamb i
8
0
B
0
e
8
B
0
10
B
B
B
ID
6
B
B
q4]D
P#,vaN 1'.
0+]
8+]
0a]
0+7
]+B
1 T+B
N
1+0
i+B
7+8
7+8
7+8
AB
7a0
T+8
iae
Not available in these sizes
He I
G+2
Ga2
U+Z
G+2
G+2
Ua2
G+2
Ga2
CM2
G+2
Ga2
G+2
G+2
Gr2
G+2
U+2
BP
60'
b
0
B
8
B
0
B
0
0
/0
B
B
I
8
10
B
8
e
aD
PMON ".
0+}
Bq
fi+T
Bq
7-8]•B
Ne
7+8
AB
NB
7+8
IT+0
NB
1+9
AB
T+B
DUO WIDTH=
NOTES:
i) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4' SILL
2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED} SEE TABLE 20.
3) 4', 3-114-AND 2-1/2- 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 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.
SIII Helghtt0 Max. (+) OP
(Water InBtmtlon Rating)
Sillftkar Height
(+)Oasign
(Flat a Box, sea
Pressure, psf
Sheet l7)
Flush-7-112'
see n0te3
Lmv-24R'
a48.B7
High-M
r6p,0
SEE NOTES 1.3
OH LENGTH
OH RATIO a t
OR RATIO = OH LENGTH
OH HEIGHT
THE FOLLOWINGSTILE8ASTRAGALTVPES
Irrtednrk
I P-hook
SHALL BE USEDFOR
Isckslile@Jamb
TFl6LE [,seeLoaanmsuo-
SValght Astragal
gssembty
aiBl Ale@
9tmighl Astragal
r9Wrst•.,�•�.•-•-Loc•.••e-----15'------
Assembly
9Asse.bly
Sw Asle@
90'Astrzgal
13 m,araagal
Assembly
35-rsbxIonJls@
135'Astragal
Heavy -dory Stiles
Heavy-duty5tile
Heavy-duy Sole
Heavy-duty Sale
Standard Astragal
Heavy-dury Stile
Heavy-duty5tile
Outside Corw
Heavyduty Stile
Outside
Insi�
Comer
Heavy-duty state
Came
Outside
Corner
HeavydutySllle
Insitle Corner -1 I
part 061(x2)
Part#61
Part#fit
Part#61 (Stile)
pan us,(A4ragall
Partg6l
Part#61(Shce)
Pert Recelver)nef
part#119 (Out)
Part N120
Part#63(5ti1e)
Parts
Mount)
Far1861
LYRT.Of'AVDL#L✓B
FEbOVE004YRE mmwman0 a.a.rnu e— rPavussaPm ® acwm NTS 7 +
PGTO130
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.86V
PRODUCT REVISED
OIYin with th9 Florida
BullcHe9 cos
NOA-No. 17-0420.12
expim6on ol�jtA02H7/2020
* .v No. 58705 .'
a0q 119 �iz:'�w
'iIS10NALI S:00".
0. LYk1Vi.(R1N4PE
I
TABLE 3:
Re eonttgurallon9 on ShBets 283)
shown
Ma(May W
Design Pros sure'(DP)and Anchor Quantities
I
gDN3sb
(May y
on Ber or136-a9applls,s
I Foremast asbegal encherepe on 90°or 136'e¢mer unae, e¢a cheat
F
'.'.
Dom UNl Helhl
Table
apnea
to Glass
Types E( 4A,
60 84"
71a' OLO es /e' D o
9 - le°
D
9]d B
O
6, EA,
7, 7A,
a a BA and Ind
- e' 7SL0" DL
An4hor Gray Anchor GrvJ Anchor Ge
Anchor
Gmup
Anchor
prop
9111tlfatmgal
types
ahwm below.
Anchor Gmup
B C D A B C O
A
D
A 8
C D
A B C 0 A B C 0
to
H
Daagn PRsoule
+Ag0.0 I
G+1 G+1 Gat p4a1 GM U+1 U+1 U+i G+7 W7 Uat C4a1 G+1 UM Uf1
Cot U+1
G+1 U+t
GN G+t
Ua1 U+1
24°
1i
Haad/9D
LA+1
a 8 B B B 0 B e 6 B
10 111
10 10
10 10
10 10
pip
Jnmb"
B B B 0 B 8
]aB I+0 l+B 7aB ]+8 ]rB 7+0 7r0
B+9 Bag
Bag 0a9
8+9 8+9
8a9 8+9
P4noKl
6+] fiN 6+] 6+] Ta0 7+8 i+B 7re
+l-026
1
+1-7G0
r
ce nPravum
+Agp.D Par
C4+1 C6+1 G+t G+1 U+t
C4+1 C1+1
C4s1 Grt
Gal
Ua1 Cs+t
W
Heatl1501
U+1 G+1 G+1 U+1 UN Gft G+1 C4+1 G+1 GN1
'9 B
10 10
10 10
10i
t0 10
t0 10
W
DW
Jamb
B B B 8 8 B B 8 0 f0 a
]+B ]aa ]+0
8+9 8+9
Br9 a+9
pf9 8+9
8+9
0+9
P-rookl
af7 BF7 B+T fill ]aB ice 7rB 7r8 i+8 T+B 7+8 Iira
NA2.BPaf
+/-740
f
Oea Pmvun
+A90.0 /
C6N C5+1
CSSt C
C'o1 Gal
C8a1
Uft
U+1
_
HJamb',I
C701 CB1 B+1 G81 GOt G81 81 Gal B1 Ua1 0+1 BN a+t
Oi
01
DZP
LO
B
P-hoots
WT 6+1 fiN Bat Tab 7aB ]+8 'APo.O
cea nP:asavra
p4/
La+2 C6+2
LB+2 C6a2 G9a2 C
EE
C5r2 C6f2
GW2 G+2
C6+2 CLn2
C6a2 Ca+2
3fi°
HeaW91N
C4+2 Cori C4a2 Gat G+2 G+2
Lbr2 L4a2 Gat CBa2
12 70 B 8
12 t0
10 10
12 10
10 10
DLO
Jamb:
10 a a B I0 B
8 B 12 10 a B
8+9 8+9 8+9 Bag
Bag Bag
B19 Bag
8+9 8+9
Ba9 8r9
Rirook
FB ]+a ]18 7aB T+8 l+B
NB Tab 6+9 0+9 0+9 Ba9
Sea NofeA n
+/92.6
f
a/
psf
pasgn Pressum
+/-90.Opsl
G+2 Gr2 CBr2 C5+2
CB+2 C5+2 Cfi+2 C5+2 Cfia2 C5r2
C6a2 C6+2 +2 Ga2
C6+2 C6+2
C6+2 f
06a2 C6+2 +2
CB+2 C5+2
�°
41°
HeeN90
C5+2 ClH2
8 8 12 10 e e
14 12 B B
f4 12
10
70 10
14 10
LD 10
DLO
JemOv.
10 B e a 12 10
8+9 Br9 8+9 Ba9
9a10 9N0 1 9+10
9+10 9fi0
9+10 9411)
9N0 9+10
9+10 9+10
P-took
]+B T+B A8 7ae Ba9 8+9
Br9 Br9
a eeervo se A8.8A_]A_88BA:
a/�7.1
FOR GLASS
TYPE]
SST
EXAMPLE ON SHEET
NOTES:
1) POSRIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL,
WATER OP IS 46.67 PSF MAX. WHEN USING THE 3.1/4° SILL, POSITIVE WATER
DLO WIDTH=
NOM. PANEL WIDTH -T
2) WHEN USING THE 2-1/2°SILL, POSITIVE
DP IS 60.D PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3)4',3-V4°AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-10 SILL IS NOT AND
IN
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125°
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN
WHEN DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
TABLE 3 MAY BE USED THE
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
EMBEDMENT INFORMATION.
DOOR UNIT HEIGHT -1.B66°
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
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.
ai v ncren c
THE FOLLOWING STILE
In[edack
HeaW<Iury S[Iles
9DV
B ASTRAGAL
IMP -hook
Heavy-duryStlle
TYPES SHALL BE USED
Lockstlle®lamb
Heavy -duly Stile
64
FOR TABLE 3
Straight Astragal
Assambly
Has a 5tll¢
Heavy-auryAstragal
SEE yo' @ r a
Stralght Astragal
Heavy-djayStlle
ze r 90° astragal r c
Assembly
Heavy -dory Slge
OutsideComers s
'Lal
LLjlJ:9i..li). '1 1 Inside Camel
V Lockstiie @
al
"'e
rH
_ 135° Astragal
Assembly
Heald-0ury5t e
Lackstlle @
135°Astragal
HeaW'duty5[De
Part461
Part061
le)
par[060 (Astragal
Nall"'PartBpeCe(Wf'rnern.)
Partr16115dle)
M)
rBffPartg61(#)
(Care.BFxd Mount)
Por[p61
LENT. LFAVDI /A}b9
sao-7yD I A s 1 8 o 22 I PGTO130
Sill Height to Max. (+) DP
(Water N01ra0on Ruling)
SIIIRIs¢r Height
(Flat or Box, see
Sheet 17)
(+)Design
Preseum, psi
Flush-l-iR°
see wits
9w-2-t/Y
-40.67
Medium-3-V4°
+63o
Nulty 1 1
fOHLENGTH
RATIO 2�1+--
OR RATIO = OR LENGTH
OH HEIGHT
PRODUCT REVISED
as cong yingcodWith the Florida
BudiHOA-No. 17.0420.12
Expiration bate02/17/2020
U
*i No, 58703
NOFRAME T.10•P-H ANCHORAGECONSISTSOF: SEE 'C5' CLUSTER
SEE
�I JAMB (9)P-HOOK ANCHORS, SEE 'CLUSTER MAX. UNIT WIDTH —DETAILS, SHEET 10
FOR ASTRAGAL
SEE "C510 ETERLO
SPLICE
R OUIRED@ (PERPENDICULAR TO GLASS DETAILS. SHEET 10 FOR K'
FORINTERLOCK
FOR
NOTE,
THIS
MAX. D.C.
lu AND 48' NOM. CALLS, S , SEE
AND
j, .XrERIOROCKETS PLANE) SEE TABLE 2, SHEET INTERLOCK CLUSTERS
�—'j DETAILS, SHEET II
SHEET
j SEE POCKET 10 P-HOOK PANEL WIDTH x
( ) r-______ x x \� xxxz -MAX0
JAMB x z
�. MOUNTING 4 zl?
.. INSTALLATION, ADAPTER 6 �°T7 x x x x xx x xx x x x
' I
-" THIS SHEEP I L
ANCHORS MIDWAY o' 3'MAX.
&SHEET I4 BEIV✓EEN P-HOOK I 101 4PAIRS OF
z
' Ir ANCHORS&AT 3' i ' x=FRAME ANCHORS
'\rLi FROM TOP& 1oI 96' (TOTALS
14'MAXO.C. i ID ANCHORS 2PMW(. ANCHORS)
BOTTOM 'o i o UNIT
4.061'
I
MAX.•TO OPENING I'&I o HEIGHT D.C. PER JAMB
I
Om=P-HOCK
I I_j AMB
EDGEOFPCCKET SEE I�g i "1 D.C. ANCHORS z� DETAIL
®
- INSTALLATION i o p�—a• A
Z
DETAILS U.'&'Kd imp m I 1 DIO=P-HOOK BELOW)
I
END PANEL SHEET I4&PART S¢ I IOi I A MOUNTING °
I i
1_45�
24"MAR
ANCHORAGE DETAILS'J'8'IC, ik'�m o, 3'ADAPTER
(2'' NCHORS) SHEET19FOR X L.le l0 MAX,, 'ANCHORS
O.C.
`i P-HOOK �-___ _4•MA%. �!� _ _ x ��END PANEL.
+?I zx x x *
ANCHORS ENO PANEL z' x, xxz z x x xx xxx S'MAX ANCHORAGE (SEE
ANCHORAGE ANCHORAGE x
�ANCHORAGE�•"2 SKETCH BELOW)
(SEE SKETCH BELOFT �'�2'x �Y2'
ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL I 2.04'
24-MAX
EXAMPLE'5PANEL 2TRACK 90° OUTSIDE CORNER- XX/XXO-FXI MOUNT POCKET ANCHORAGE PLAN'
O.C.
48'x96'NON. PANELS , ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET B) 6- SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED
1) APPROVED ANCHORS, SEE TABLE A. SHEET I
�I 2) ANCHOR LOCATION SPACIN G FOR ANCHOR
48'NOM
CENTERLINE OF QUANTITIES SPECIFIED INTABLES I� SHEETS 6-8:
INTERLOCK HEAD & SILL: 8' MAX. FROM FRAME CORNERS.
.)
USE SPECIFIED CLUSTER FROM APPROPRIATE
PANEL
PANEL
SEE'CS, TABLES, SHEETS 6-B AT EACH INTERLOCKAND
WIDTH
SHUT
DETAILS, SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOfi1NTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
•+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL
ADDITIONAL ANCHORS 24" O.C. MAXIMUM,
AS NEEDED TO ALIGN THE
HEAD OR GILL IFA SPLICE
21•
CT OCCURS AT THE P-HOOK
MAX
PRODUCT REVISED
O.C.
s mplying wTM M. Florida
edi-N. code
NOA-No. 17 0420 12
5.64• EO,1.11.. oat 2117/2020
6" MAX.
e
MI D 4 ho
- on
NTERLINE JAMBS&P-HOOKS:6°MAX. FROM BOTTOM. 21°MAX. ANCHOR PAIR O.C.(JAMBS), 14-MAX. ANCHOR
PANEL D.C.(P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 1-42-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
.2-ANCHORAGE ANCHORPAIR
itREQUIRES SEE'C5' CLUSTER ENO PANEL
C6" CLUSTER. CENTERLINE CENTERLINE
SEE I... DETAILS, SHEET IO ANCHORAG
DETAILS, SHEET II I INTERLOCK FORASTRAGALL ASTRAGAL (2ANCHORS)�eASTRAGAL (2ANCHORS)R
4.051° II_I�35' 'IMAX ,
E%FECENTRLNE
CENTERLIN.,++ANCHORAGE`CEERLINE
ROR�MANCHORAGE OFPANE4 PANEL
C'yF Nn. 58TOS
S pC
cmr. mALmrrzmae SERIES 770ALU"� M.SGO-LMIMPACT -"q C)NAL ES
mmoaro NTS 9 +22 PGT0130 C P.E4a.4)Af
/5TRAGAL
SPLICE L
TI
ASTRAGAL OR
(FOR 5 ICE
ASTRAGAL OR GPLI LOCATION
INTERLOCK-•f`IF
2.04_
OR
{. INTERLOCK+i CONDI ,USE NEED
INTERLOCK-^((
IFNEEDED
CENTERLINE
'C6'C US RGETAIL)
CENTERLINE
Y 1.75"
a pa
CENTERLINE
i
-�CJ-
3.6'
7"
T
3.5" 21'
1.75
4'0
F
"DIG D.C.
L
.Od .
5.64' �
I
7' 3.5'
O.C.
3.5'
vm
vi
7•
KTEwo
4'DIAG.
..-.....�a.,...�..�.,,lenl
7° E Rm
IT
V
7,
fi' M
2-TRACK FftAMEHEAD/SILL
SEWHERE4CLUsmn - ----- D,
ANC' EREOUIR At RE RE E0,' ANCHORS ARE REQUIRED, CHORPAIR
4-TRACK
6"DIAG. FRAMEJAMB
ASTRAGAL OR� SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGALOR (__SPLICE LOCATION RIOR ANCHOR PAIR
INTERLOCK CIF NEEDED INTERLOCK-1 CONDITION, USE INTERLOCK IFNEEDED 2,04°
CENTERLINE 1, CENTERLINE "C6'CLUSTER DETAIL) W3.5'
3.5'3.5• ANCHOR9 MA ALLED
21•EITHER IN THE EXT. OR INT.
MAY(- TRACK(INT. SHOWN)
2.04O.C.4A8° 4.08° NOTES:
4' .ALL DIMENSIONS SHOWN
5.64' ARE BASED ON MIN.
EXTERIOR 4'DIAG. E R= ALLOWED.
7- �7_WMAX. 2. FOR HEAD OR SILL SPLICE
V 3-TRACK FRAME HEAD/BILL `� 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAOISILL LOCATIONS/ANCHORAGE AT
(A) ASTRAGAL OR INTERLOCK _ (n] ASTRAGAL OR INTERLOCK P-NOOK SEE SHEET 0.
(AT ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE. CLUSTER 3-TRACK FRAME JAMB
(USE WHERE4CLUSTER ANCHORS A,") ANCHORS ARE REQUIRED,"C6) ANCHOR PAIR PRODUCT REVISED
ANCHORS ARE REOUIRED,'C4') RE REQUIRED°C5 m I In with the Florida
q. FOR SPLICE FOR SPLICED Bu11Eme LT0�a
GPLICELOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: NDA-Ne. 17-0420.12
ASINTERL OR � (FOR SPLICE INTERLOCK"-( USE THIS DETADITION, 00IL)
NOT SPLICE LOCATION Rx,4.11on Onto 2l1712020
INTERLOCK^,( IFNEEDED INTERLOCK CONDITION. USE USETHISOETAIL)
CENTERLINE I CENTERLINE IFNEEDED
CENTERLINE I CT DETAIL)
I�-175• I 3.5' T. Miom-U Pmducl Control
II Imo- y t• 'I 3.5' f
ExrEwoa
t g2
[W2.04"
2.04'A4'DIAG. .05.37'OVG. 4DIG.2.04'
D .0KRIDR 7E%TR100. . Wa `Ptlw urFrrr'•.
F'I+• •p
4-TRACK FRPhIE HEAD 4-TRACK FRAME HEAOBILL V 4-TRACK FRAME HERO/SILL No.68705
T4ASTRAGALO E HEADLOCK Cd ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ACE REQUIRED,'04') ANCHORS ARE REQUIRED,"C5')
I
Q ASTRAGAL Oft INTERLOCK
(USE WHERE 8 CLUSTER ANCHORS ARE REQUIRFD,'C6') =.0 i•G 2-,.j�'
WITH&WITHOUT SPLICE CONDITION ?A„'•, "J�/ff(
c ..oPnuRtaz:se L "-;r max.
w. Vie= ® sOo-7ro MS 10 a 22 PG70130
2.g4" Op.
INTERIOR 2.04' INTERIOR 2.04" "+1+ANCHOR
N) tER'- 7"
4" DIAG. 5.04°
8.12" 3.5° 3.5"MI ERIOR 90 3 INTERNTERIO INTERIOR 1 , I CENTERLINE
EXTERIORR 4-DIAG. 4'DIAG.3.5" j 3,6' 3"+2"ANCHOR
4EXTE OR 4° 2.04" 7"2.04° E%IERIOR 2.04" 2.04' --� EXEMOR 8.94ER
2.04"WIIENTE
4' DIAG.
90' CORNER 90° CORNER 135" CORNER 135° CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FE HEAD/SILL 35"CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTERRLINEOF PANEL (USEWHERE 4
ANCHORS ARE REQUIRED, "RID ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,°C6')
4.O
IMEpIOR 0'!
EXTERIOR 4,08" •+1"ANCHOR "+3'ANCHOR
IMEMOR 4' 3.5"
90 7• 2.04" 4°DIAG.
ENTER OR
.5"3.5"
4.OT 4.T" 7 �OFPANELINE
6.3T O G.CENTERLINEe 3 5- 4„ 4 OFPANEL 2-TRACK FRAME HEADEXTEaroR ON INTERMEDIATE ANCHOR LAYOUT
E!NMR R ALL "+2"ANCHOR
7',i / EXTEROR
DO- CORNER 135°CORNER I -I VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V
("CB" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
plyingg with tho Florida
Building C. a
INTERIOR 1 .6.12° INTewOR 2.04' NOA-No. 17-0420.12
II 2.04" gA + 3.5' I P-x,lrauoa Data 02//712020
4, EXTERIOR I _ CENTERLINE
I: -- INTERIOR 5.88" OF PANEL Dy_
mmml-ova rvauct Ovnwl
INTERIOR g0 II. 9.5" 136° .04" "+3'ANCHOR
4" 7
DA .
5A2' LAG. p 6A2" 9'S" 4.08'
T 2% RIO —�
I
2.04' 4" 4' DIAG. 3.5' 3.5" I J Y LYN q
EXTERIOR Fi„ EXTERIOR 4" 204° CENTERLINE �. 0�,pt4,h/,��
go- CORNER 135°CORNER �OFPANEL ULENSg';C�':
4-TRACK FRAME HEADISILL 4TRACK FRAME HEAD/SILL \` FP �%
CB ANCHOR CLUSTER REQUIRED ('Cfi"ANCHOR CLUSTERREQUIRED 4-TRACKFRAME HEAD/SILL *; No. 55705
("_" INTERMEDIATE ANCHOR LAYOUT = t jlF_
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) --O:�J •f
NOTES: ALLDIMENSIONS SHOS✓yN ARE BASED ON MINIMUM ALLOWED. IgroTECTmaoovowvE °�^^ ���.' � lOF �`
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, ND WOULD BE N. yF.Y1c, 6 NZ ANCHORAGE, EXAMPLE CLUSTERS ?,�c`S'/. <oRIDa.•NG�'R?p
IDENTICAL FOR EXTERIOR OR INTERIOR CORN ER CONFIGURATIONS. ROluwlmn
CEL AifOLMTE6 SERIES 770ALUM, SGD-LINT IMPACT ��'SPN1IAI�,pT`"T
M M!V1T C 110CHNNGESTHISS 17.. rwm ,..aG uxawx as e•+r a�Mw pe A. LTmJ MILLER, P.E.
...._,__.m,.., sGo4)G N75 11 +22 PGR/130 C _ p.EA58To5
STALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE:
11 EDGE DISTANCE: SEE TABLE A, SHEET
SEETABLEA, SHEETI
2-1N8"' 2-iH6"' 1/4,
E%(ERIOR 1A' r
a y MAX.
MAX
M IXTEWOR
-T o 1 SHIM FIRa
T a r
EE TABLE A. I I �' I II
SHEETI WODD ANCHORTYP.,
2XWOOD SEEANCHORNOTES
NOTE3,SHEETI ANCHOR T, &TABLENSHEETI
NOTE 3,
®
2-TRACKFRAME HEAD
-INSTALLATION
NSTALLATION
WOOD ANCHOR TYP., 2XWOOD
SEEANCHORNOTES TYP„SEEANCHOR
&TABLE A. SHEET NOTE 3, SHEETI
SEE ANCHOR
NOTE6. SHEET
1 (1/4•MAX) T_
E RllRw3 i
2_1/16•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
O2-TRACK FRAME SILL
W OOD INSTALLATION
I
I
EMBEDMENT: SEE
TABLE A. SHEET ~TIGE
DISTANCE:
2X WOOD i
EETABLEATYP..SEEANCHOR
SHEETINOTE
3. SHEET 1/76
'
&TABLE A, SHEETI}���I((���I�
ExlewoR J�I`I�W�1�1���INI�IW�I
,/ba MAX. SHIM -iL—
211 TRACK FRAME JAMB
WOOD INSTALLATION
2XWOOD /WOOD ANCHOR TYP.,
TYP., SEE ANCHOR L SEEANCHORNOTES
NOTE 3. SHEET &TABLE A, SHEET
3-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2X WOOD
SEE ANCHOR NOTES �7 TYP., SEEANCHOR
SEE & TABLE A, SHEET 17 NOTE 3, SHEET 1
ANCHOR
NOTE 6,
EXrEwoa I - - -
EDGISTANCE:E D
SEETABLEA SHEET,
EMBEDMENT: SEE TABLE A. SHEET
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TA13LE A, SHEET I
EDGE DISTANCE:
SEETABLEA,
2X WOOD
SHEET 1
TYR, SEE ANCHOR
NOTE 3, SHEET
2-i/16-
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
EN TFTwQR
V 1/4•MAX. SHIM --II--
r ..OF Abe
EMBEDMENT: SEE TABLE A SHEET I /
EDGE DISTANCE:
SEE TABLE A, SHEET 1
114"
r MAX.
• • 6 _ n 1 SHIM
METALTYP.. /SMS ANCHORTYP..
SEEANCHOR L SEEANCHORNOTES
NOTE 4, SHEET &TABLEA.SHEETI
4-TRACK FRAME HEAD
METAL INSTALLATION
SMSANCHORTYP., METAL TYR,
SEEANCHOR NOTES SEEANCHOR
& TABLE A.6HEET 17 NOTE 4. SHEET I
SHEET 1
(114" MAX)
J. OF 3 THREADS BEYOND
E METAL SUBSTRATE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METALWOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
• DIAGONAL O.C. IS
MIN 4• (HEAD & SILL)
OR 6• (JAMB) SEE
DETAILS, SHEETS 10 & 11
MIN, OF 3 THREADS BEYOND
THE METAL SUBSTRATE
2-1116•" IMF EDGEDISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
METAL INSTALLATION
EMBEDMENT: SEE PROD
REVISED
TABLE A, SHEET 1 z mpl Ine wR6 t6o FJorl4o
00114 nN �040 17.0420.�2
NON -No.
EDGE DISTANCE: expvm.. Pmo 02M 712020
SEE TABLE A,
METAL TYP., SHEETI mi. auct Lon no
SEE ANCHOR /
NOTE4. SHEETII
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EnEEEMO
'o' A
1/4"MAX. SHIM —r
4-TRACN
w METAL 0
INCHORAGE DETAILS
SERIES 770 ALUM. SGD
+.
sco-TmI NTS 1�11 +12
MIN. OF 3
11 I
THREADS
BEYONDTHE
`. NY L. IV
., ` `� .,
METAL
.$��JLENSF
SUBSTRATE
L *j Na. 6B205
POT0130
A,
NOTE
1(
SHEET'
2-1116" °
1 1/4°
L MAX.
SHIM
IX CONCMETEANCHOR
IE SEEANCHORNOTES
-Ti TABLEA,SHEETI
TABLE A.
2-1115—
EMBEDMENT: SEE
TABLEA, SHEET 1
ERLYSECURED
X)D BUCK TYP.,—
NCHORNOTE3,
SHEETI
JCMUANCHOR
SEEANCHOR-E
vS & TABLEA,
SHEET 1
4' MAX. SHIM
SHEETI J A.
EMBEDMENT: SEE TABLE A• SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: EDGE DISTANCE: T. ALL DIMENSIONS
SEE TABLE A. SHEETI CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED
2-0/78°° PER TABLE 2-7l16•• ON MIN. ALLOWED.
i/4'
A, SHEETI ° DIAGONAL O.C. IS
''='"' MAX- MIN 4°(HEAD &SILL)
0R6°(JAMB)SEE
�j
DETAILS, SHEETS
1/4°
lax EXTMIOR I 18871.
MAX.
,—
SHIM
PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTESB
WOOD BUCK TYP., SEE 5EEANCHORNOTES& WOOD BUCK TYP.. SEE
ANCHOR NOTE 3, SHEET I TABLEA.SHEET1
ANCHOR N0TE 3, SHEET I TABLEA.SHEETI
3-TRACK FRAME HEAD 4-TRACK FRAME HE
� AD
CONCRETEINSTALLATION CONCRETEINSTALLATION
CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOODBUCKTYP., SEE
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A, SHEET I ANCHOR NOTE 3, EET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SH
HOR SEE ANCHOR
s NOTE 5,
E 1�SHEETI
1 1.
.. .,. (1/4°MAX.)
1
EXa
'RIOP :l; �4•
. CONCRETE
2.1116° • PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: A.SHEETI
1
J2-1/16
SEE TABLE A, SHEETI PERTABLE SEE TABLE A, SHEETI
A, SHEETI EMBEDMENT: SEE TABLE A. SHEETI
EMBEDMENT: SEE TABLE A. SHEET i q-TRACK FRAME SRL
3-TRACK FRAME SILL CONCRETE INSTALLATION
CONCRETE INSTALLATION
a�rvuac m u"
EMBEDMENT: BEE —
-�',
PRODUCT REVISED
TABLE A. SHEET 1
�
v1 I^ Ira tM1e F1o114a
NOA- a Lo�
NOA-No. 17-0420.12
EMBEDMENT: SEE
EMLE A. SHLET IBEDMENT' SEE
I
1.
EDGE DISTANCE:
expiration Date 02/17/2020
EDGE DISTANCE: PROPERLYSECURED
SEE TABLE A,
SHEETI
By '
ONCJCMU ANCHOR
SEETABLEA, 1X W0OD BUCK TYP.,
Maa`" uct G^nfr^
—'I YP., SEE ANCHOR
- SHEETI SEEANCH0RN0TE3,
EDGE DISTANCE: OTES&TABLEA,
SHEETI
SEE TABLE A, SHEETI
2-7/1B'°
2-1l76'•
SHEETI
CONCJCMUANCHOR
TYP., SEE ANCHOR
'T 21/18°• ROP LYSECURED
NOTES&TABLEA,
lx WO BUCK TYP.,
SHEETI
-
CONCRETE
111µu NIII
EEAN OR NOTE 3;
+" CONCRETE
ORCMU
VO .......,, lk/
SHEETI
•. OR CMU IXEUOR
PERTABLE
J
PERTABLE rl
A, SHEETI
��+'V�EN3E'•. �(�
OR CMU� ocrERIDR
�e+ A, SHEET 1
PER TABLE
Fes—
] p} ; No. 50]OS ' ••
A, SHEET 1 114° MAX. SHIM --�
114° MAX SHIM
I--'
_ 7 A'
cE¢r. oFwrNmpsa SERIES T7OALUM. SGD-LM IMYA(:I
_ IM.GEs usHEET �^;ec ' BCd}])p NTS 13 +22 ^-a PGT6T30 xC ~
1
INSTALLATION DETAILS
lil
EMBEDMENT: SEE
WOOD FRAMING—\ TABLE A, SHEET
EMBEDMENT:
SEETABLE A,
SHEET I
FRAMEJAMS
REQUIRED ATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEEANCHORNOTES
& TABLE A SHEET I
(ALSO SEE TYP.
SI ILLUSTRATION, SHEET 9)
L 3E DISTANCE: SEE
BLE A, SHEET EMBEDMENT:
SEE TABLE A,
jl' 25 EmmoR SHEETI
PHOOK WOOD ANCHOR TYP., P.HOOK /
SEE ANCHOR NOTES CONCRETEOR,/
& TABLE �A, SHEET i CMU PER TABLE
(ALSO SEE TYP. 2.69T' MIN. A, SHEET I
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18 #28 #220R#24.
WOOD INSTALLATION EXTERIOR MOUNT'SHOWN
(SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN
FORWATER RATINGS) INTERKIR CONDITION
METALTYP., '1
SEEANCHOR
P-HOOKMOUNTING CONCRETEOR
NOTE 4,SHEET I: 1
EMBEDMENT: SEE
TABLE A, SHEET
ADAPTER SMS
ANCHOR TYR, SEE
CMU PER TABLE-�
BEYOND THEMIN. OF3 ETAL
BEYOND THE METAL
ANCHOR NOTES
A•SHEETI
SUBSTRATE
& TABLE A, SHEET i
EMBEDMENT:
(ALSO SEE TYP.
SEE TABLE A,
EMBEDMENT:
ILLUSTRATION,
SHEET 9)
t-4G
SHEETI
SEETABLEA,
DISTANCSEE
SHEET1
A, SHEET 1
P-HOOK SMS ANCHOR TYP., /
J
E%TERpR
SEE ANCHOR NOTES
'A,
PI
&TABLE SHEET 1
IFN;
V
(ALSO SEE TYP.
2.693' MIN.
ILLUSTRATION. SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19 #21 #230R#26. EXTERIOR
j METAL INSTALLATION MOUNT
(SEE TABLES IA, 2A&$A ONLY
FOR WATER RATINGS)
cem. a=avrNeano9
EDGE
ANCHOR
T
CONCJC TYP.. SEE
A— ANCHOR NOTES&
3�1 ' TABLE A, SHEET
1.1/4' MW. EDGE DISTANCE
`: "`.:•'•=�'•
ANCHOR NOTES&TABLE
EMBEOMENT'SEE
A. SHEET
TABLE A. SHEETI
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL
RISER
PARTS #iB #26 #22 OR #24.
CONCRETE/CMUINSTI LLATION
INTERIOR MOUNT SHOWN.
(SEE TABLE51A, 2A 83A
MAY ALSO BE IN STALLED IN
FORWATERRATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEOMENT:SEE
ADAPTER CONCJCMU
TABLE A, S� HEET1
ANCHOR S
-. ... ...
..
ANCHOR NO7NOTES & TABLE
NOTES:
I. AL DIMENSIONS
SHOWN ARE BASED
ON MIN, ALLOWED.
2, FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET I FOP
ALLAPPROVED
SUBSTRATES.
3. SEE TABLS ia,
SHEETS 64L FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
SHE£T9I PRODUCT REVISED
Plying IM iM1e PIGr14G
9G Cotlo
NOA-ft-No. 17-0420.12
1.11W' MIN, EDGE DISTANCE
P-HOOK CONCICMU / I jEXTETNOR
ANCHORTYP., SEED V
ANCHOR NOTES & TABLE
A. SHEET 1 2.693' MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
KG PARTS#18 #21 #23OR #26,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A&3A MOUNT
FOR WATER RATINGS) ONLY
ANCHORAGE DETAILS
SERIES 770ALUM. SGD - LM IMPACT
�.
NTS 1 14 +22 P0T0130
m
*.f No.58785
HEADER
SHEET 18: INS
13
APPLICABLE SEE OPIANCHOI
TABLES, SHEETS fib FORMA X.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
EALLOOCKSTIELESAT
LOCKINO INTO
EACH
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL,
3) PLEASE SEE APPLICABLE
ASTRAGAL B INTERLOCK
COMBINATIONS PER DPIANCHOR
TABLES.
SILL DETAIL 1Y. SHEET 18:
INSTALLATION DETAILS
'DW &'Dc','SHEETS 12 & 13
MAX. UNIT
WIDTH MAX. UNIT WIDTH
MAX. NOM. PANEL WIDTH
DLO TYP. PER TABLES 1.3
WIDTH lMERIOR
1
EKTEPN R
90'
PANEL PANEL CORNER DETNLN2',
FPANEL TYPE TYPE PANEL
TYPE 'qS' 'AS' TYPE SHEERAGE CORNER
A' MAX. UNIT ANCHORAGE SHEET II
NOM. MAX. HEIGHT INTERLOCK DETAIL
MAX. PANEL y /
PANEL %� WIDTH TYP. / DLO PER 'M', SHEET I9
HEIGHT HEIGHT TABLES EZE TEaroa INtEwaa
SEE PER NOTE2 TAOLEStd 13
JAMB DETAIL'G3', SHEET
L Ul4k� — I DLO WIDTH = NOM. PANL WIDTH -18: INSTALLATION DETAILS
X 'GW 8'GC, SHEETS 12 813
90° DLO HEGHT=DOOR NEG T REHT 710.126'
EXAMPLE' 90' INSIDE CORNER 4 PANELS - XXlXX PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866'
SWCONE HOPL+ELT BUTYL
aTRUGNRAI
SILICONE STROCNPAL aRICONE WiT NOM.
SYOTHERS POLYISOBUWY E iN"NOM. FOAM
� x WRH
4NIH DESICCANT DESICCANT
I X 1.112' PH SMS PRODUrvCAT REVISED
SMS 0.1j.me OOP m+mn H.nd.
INT. GLASS INr. GLASS N05.. 17-0420.12
+¢a KODISPACE 4SG TPS +x SUPER SPACERGNXTTN E.Pi.v.. oa 2/17/2020
eY
FRAME CORNER
DETAIL
PartD
Description
Material
124
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See this
125
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Sheet for
126
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Materials
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* : No.5BI05
LM" SHEET 19 OPERABLE JAMB DETAIL'OT, SHEET 16;
Y—INSTALLATION DETAILS'Gw'&'GC, SHEETS 12& 13 MAY
HEADER DETAIL'A', SHEET 18;
ASTRAGAL HEADERDETAION DETAILS
DLO
INSTALLATION DETAIL 'A 8'Ad, JAMB DETAIL G3', SHEET
DETAILET 19 18; INSTALLATION 12ZIL 7 WIDT
L2, SHEET 19 'Ay/ 8'Ac', SHEETS 12 & 13 / SHEETS 12 813 � TM,P �18; INSTALLATION DETAILS
. 90° \ -r+„n GW 8'Gc'. SHEETS 12813
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R
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'D'
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PANEL
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/
UNIT
HEIGHT
SB.L DETAIL
/
WIDTH TYP.
PER
'D', SHEET
MAX.
PER
SEE
NOTE 2,
TABLES
18
O
TABLES I3
1.3
INSTALL
IEIGHT
SHEET 15
pETAILS
'DIN &rod,
O
X
X
SHEET&
-11
Is
PANEL
PANEL
PANEL
TMPE
TYPE
TYPE
CS
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MAX
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4
SEE
TABLES
OLD
NOTE2,
13
HEIGHT
TABLES 13
SHMT16
�'
a
a
llE-— MAX. UNIT WIDTH
SEE FRAME 8 SILL DETAIL
CO'EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 'D', SHEET 18 � MAX. UNIT WIDTH
ELCORNER N
CONSTRUCTION y 2-TRACK •Dv1&roc. SHEETS I2&IS EXAMPLE 90°OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL •H', SHEET 18;
ASTRAGAL DETAILSI-T& INTERLOCK DETAIL V. SHEET 19 INSTALLATION DETAILS'IW&
L2; SHEET I9-� .'1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13�
' 'HEAOERDETAIL 1
JETAIL'H7, SHEET 8' P-HOOK DETAIL•J' K', SHEET B', SHEET IB;
IS; INSTALLATION DETAILS 19:INSTALLATION DETAILS'JW, . INSTALLATION JAMB DETAIL 12'. SHEET 18, INSTALLATION
'HW 8'Hc', SHEETS 12 8113 'Jc','KW 8'Kd, SHEET 74 DETAILS'SW &'Be, DETAILS'IW Wle. SHEETS 12 & 13
SHEETS 12 & 13
MAX UNIT WIDTH
MAX
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P
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TYPE
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U
I
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TABLES I-33
ISaX
X
I
EXAMPLE: OXXXD SILL DETAIL'S', SHEET 18;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW & Ec', SHEETS 12 & 13
I mrolFrrwm
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F'
'P
'P'
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DETAIL'N1', SHEET 19 8
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WIDTH P.
PERTABLES
1-3
UNIT. WIDTH
HEADER DETAIL'C', SHEET
IS: INSTALLATION DETAILS
'GIN 8'Cd, SHEETS 12 813
\ PRODUCT REVl5ED
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ExrERIOR PRODUCT REVISED
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W/HANDLE #118
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HIGH 4" #_
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2-1/2'
_
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SEE SHEETS 6-8 ,A�., S
' NOT VALID
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(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
SHOWN WITH'.
OPT.SCREEN
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SHOWN WITH
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106 FULL PANEL JMIB LENGTH
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3-T-T/RACKJAMB 3-TRACK JAMB JAMS
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I
3-TRACK
E FRAME SILL
45j2)4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
PRODUCTREVISED
8lCatle IN the FIA94A
BAI.JIA
NOA-Nn. 17-0420.12
m
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(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
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V 0i I 00
STANDARD ASTRAGAL#67 ®HEAVY-DUTYASTRAGAL#69 90'OUTSIOE CORNER
U WITHSTANDARDSTILES#60 L4 WITH HEAVY-DUTY STILES 961 62-TRACKSHOWN
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO TOWARDS INFERIOR (BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
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2-TRACK SHOWN
t.'ERr.OFAulx1�39u
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11
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(STANDARD STILE) ALSO
9D°INSIDE CORNER
APPLICABLE, SEE TABLES
ETS 6-8 DP
(FSF)ASSOCIATED WITH
02-TRACKSHOWN
snLEs.
REVIBED
01 OCK PARTOA-No.17.0420.12
541W-01
INTERIOR
[PRODU,,CT
piratlan 0� 1712020
/
19 • 22
No. 56105
5.069' 8.562•
I 0.080'
lu
1.211• 1.505'
0.081, Oi 2-TRACK HEAD 10 4-TRACK SILL
(6063T6ALI (6003-TBAL)
8.198' 8.526' --1
-T 0.080"
soy
1.z1
1•
Tn
L0.081• O2-TRACK HEAD WI SCREEN TRACK 03-TRACKSILL
(6063-T6AL) 16003 T6 AL)
7.106"
8.221'
Q.oeQ^
1.505'
1.211'
0.081•
O9 3-TRACK HEAD
OB 2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL)
(6063-TB AL)
9.142-
i
1.211'
0.081"
O4-TRACK HEAD
(6063-TEAL)
1.514'
1.260' 1
0.080°
OFRAME HDIJAMS SCREEN
EAADD-ON
(6063-TO AL)'
SEE SHEET 17 FOR SILL RISERS.
0.062'
0.532°
.516•
FRAME SILL SCREEN
f2 ADO-0N
(6063-TEAL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS Q 24- MAX. O.C.
Aobso.;j
.49'
1.505,
02-TRACK SILL
(606346 AL)
0.760"
1.090,
FRAME SIIL SCREEN
13 END ADO -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/15' MASONRY
ANCHORS @ 24' MAX O.C.
(9tq wo-tebp
cx-xr.arw7N4z�
15 3-TRACK JAMB
(6063-TEAL)
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0.081'
SCREEN
m STILE
(6063-T6 AL)
5.069'
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0.007
Ol4 2-TRACKJAMB
u SCREEN
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(6063-T6 AL)
(6063-T6 AL)
9 4-TRACKJAMB
(8063-TO AL)
0.67Y
993'
0.002,
0SCREEN
40 BOTTOM RAIL
(6063-T6 AL)
PRO DOT REVISED
Ba campIgI g with the Fl.dd.
ulltling Cotle
NOA_No. 17-0420.12
LAQ •..
* : No. 58705
nip,
PACT :"'S'ONA illowl0NG
ALYNNI4N.ERRE.
PGTQ13Q Ic p.E.05ST05
0.718" on* 2.304° 3.802'
3.802' 0752'
075Z � 1.163' 0.885
0.06Y 0.062' 0 1
JJJ 0.080" 0.233'
0.264° 0A75"
P4 OKMOUNTNO P4100K SCREW
5 SFOREW COVER SILL 11 TRACK R5 P-HOOK 28 29 35 P4100K FOR BOX RISER
06063-T6 AL OAOAPTOft COVER 0.080' (6063-Te AL)
(6063-TBAL)' (6063-T6 AL) _ ( ) (6063-TEAL) (6063-T6AL)
W1.0BO. 1.488' 1.870'
01 135'CORNER a2 8063-TEAL) OUNT
(8063DM
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3.979"
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W STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL
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MY
p
0.757 10.086°
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FIXED PANEI L
160 RETAINER 0116.
(6063-T6 AL)
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(6063-T6 AL) (6063-T6 AL)
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325"
88 TOP/BOTTOM RAIL
(0063-TEAL)
1.739-
0.06Y 1.303'
1.Lj 888'
0.325
0.062'
1 RLOB5CK INTERLOCK
OZ ADAPTER SCREW COVER
(6063-T6 AL) (6063 TB AL)
1060.
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sy
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GLAZING
79
7H 6'GLAZING
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PRODUCT REVISED
BEAD p.G.l
AL)
BEAD, CUP
PANEL CUP
BEAD
AL)
plYlyd wuM1 No Flon4v
Buil
(6083-T6
(8083-T6 AL)
(6063-T6
N. coao
NOA-No. 17'0420.12
ekpva0nn Datn 02/17/2020
1.D3'
2.893' 1.498' 0.133' 498'
0.080' L
5.821'
2.826' 11990' OUTSIDE CORNER ASTRAGAL
11890° CORNER RECEIVER (60837 AL)
(8053-TB AL)
5.621"
0.133'
1 �- 4°
1x0 90- INSIDE CORNER ASTRAGAL
(6063-TB AL)
CFM.OFAUIHYl9iB0I ( c-{i I aGnrc.a r vow n2 12
�mrwinomn IJ \ \� JI L{®J Bsapbf[ n"•1
wrwaawe;xs. eODam NTS 22 <22
*, No.69705
CONTRACTOR: Jensen Beach Aluminum.
DESIGN CRITERIA:
1. The 6th Edition (2017) Florida Building Code, specifically Chapter
16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-10.
Loading Criteria
1. Wind Load:
1.1. Building Occupancy Category, Section 1604.5 and Table
1604.5: Risk Category 3.
1.2. Basic Wind Speed, Figure 1609C, State of Florida Debris
Region & Basic Wind Speed, Section 1609.3.1 and Table
1609.3.1 Equivalent Basic Wind Speed: Va6T= I ipM
Vasa =132 MPH
1.3. Exposure Category, Section 1609.4.3: E os
Scope of Work:
1. Replacement of (8) Windows.
Window not within 20 feet from comer of building.
Builder / Permit Application is to provide Florida Product Approvals
meeting required design pressures.
F1LE COPY
CONCEALED FASTENERS OR ATTACHMOr',
ARE E RESPONSIBILITY OF TH
C0WTRACTOR OR RECORD E
THESE PLANS
ACT OO CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
RECEIVED
SEP 18 2018
ST. Lucie County, PgrMittin9
OPENING SCHEDULE
MARK
SIZE (W xH")
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
—
INDUSTRI
— ILE IMPACT)
AM
150' P# HEIGHT
APPHA01
ST. LUCIE COUNTY BUILDING
PLANS AND PERMIT MUST BE KEPT
SITE OR NO INSPECTTON(S) WILL,I
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On
1.6
09/10/18
REVISION
/A
9
SHEETNO:
A-1
FILE COPY
a
FILE COPY
sEP 18 018
ST. Lucie County,