HomeMy WebLinkAboutNOA ALUMINUM SLIDING GLASS DOORSDUII.DIIVG CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPT
PGT Industries
1070 Technology Drive,
Nokomis, FL 34275
sr,p��'ED M1AM1-DADE COUNTY. FLORJDA
METRO -DADS FLAGLER BUILDING
WEST FLAGLim
�ER, EmID331�3E0.1363
(305) 37$-2901 FAX.(305) 375 2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other area where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use -of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
Series "730" Aluminum Sliding Glass Doors w/wo Reinforcements
• ing No.4406-1, titled "Alum. Sliding Glass Door- Impact", sheets I through
19 of I9i prepared by manufacturer, dated 09•I 1-07•and last revised on 03/11/08, signed and sealed by Lucas A.
Turner,. P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation: 1. All 90 degree doors must be reinforced regardless of design pressure.
2. Refer to table in sheet 3 for Positive design pressure limitatiori Vs sill height
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and' there has been no
change in the applicable building code negatively affecting the performance of this product
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination *and removal of NOA. ,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be.displayed is advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 06-0523.03 consists of this page I as well as evidence sheet E-1 and approval document
mentioned above.
NOA No. 074511.06
Expiration Date: November 11, 2009
Approval Date: April 03, 2008
Page I
PGT Industries
l/ J
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.4406-1, titled "Alum. Sliding Glass Door- Impact", sheets lthrough
19 of 19, prepared by manufacturer, dated 09-11-07 and Iast revised on 03/11/08,
signed -and sealed by Lucas A. Turner, P.E.
B. TESTS (test reports transferred from file # 06-0523.03)
Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5).Cyclic Wmd Pressure Loading per FBC, TAS 203-94
6) Forced EntryTest, per FBC 2411.3.2.1(b) and TAS 202-94
Along with marked -up drawings and installation diagram of aluminum sliding door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-4159, dated
March 25, 2004, FCL-4161, dated March 26, 2004, FTL-4162, dated March 30, 2004,
FI'L-4163, dated March 25, 2004, PTL-4171, dated March 29, 2004; FTL-4454, dated
Jan 31, 2005, MA524 dated Jan 31, 2005, and F11r5084 dated Oct 17, 2006 all
signed and sealed by, Edmundo Largaespada, P.E.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 10-01-07 and last revised on
03/11/08, prepared by POT, signed and sealed by Lucas A. Turner, P.E.
2. Glazing complies with ASTMS-1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO.,
Inc. for "DuPont SentryGlas 0 Plus", expiring on 01/14/2012.
2. Notice of Acceptance No. 05-1268.02 issued to "E.I. DuPont Denemours".for .
"DuPont Butacite V PVB" dated 02/15/01. expiring on 12/11/10.
3. - Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer
for laminated glass", expiring on 03104109.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 10-01-07, signed
by Lucas A. Turner, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises NOA # 06-0523.03, expiring November 1. 1, 2009.
2. Test proposal # 06-0114 dated 04-14-06 approved by BCCO.
lskl`i 1.
haq L Chanda, P.E.
Product Control Examiner
NOA No. 07-0511.06
Expiration Date: November 11, 2009
Approval Date: April 03, 2009
E-1
ON SHEET2)
A. 7MS' LAMI CONSISTING OF P) EXT. LITE OF 3H6' ANNEALED GLASS AND (1) INT. LITE OF 3R6' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP)
INTERLAYER. TEST REPORTS FFL-4159 AND FTL-4161.
"""r LAM' CONSkSM OF (2) UTES (1 EXT. i MT.) OF 3R6' HEAT STRENGTHENED GLASS WRH AN A90 SENTRYGLAS PLUS (SGP) INTERLAYER TEST REPORT FTL-4163.
Q 7f16'LAMI CONSISTM OF(I)EXT. LITE OF 3116• ANNEALED GLASS AND (lj INT. LITEDUPONT BUT OF MIS* HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF
EPSAFE MAXIMUM PVB. TEST REPORT F7L-4171.
. 7f 16' LAMI CONSISTING OF (2) LITES (1 EXT.. i iNT.) OF 3116' HEAT STRENGTHENED GLASS VMM AN 090 PVB INTERtAYER OF DUPONT BUTACRE OR
_ EPSAFE MAXIMUM PVB. TEST REPORT FTiP4171. r
E.1 U16' L vm LO.00NSISTING OF (1) UTE OF 31f6' TEMPERED GLASS OUTSm1; 7MIrAI SPACE AND (1) 7/16'tAM1 GLASS ASSEMBLY .
THE Th6'IAMI coINPONENr t3 ITEM C ABOVE. TEST REPORT FTL-4162 ASIDE
F.Iltt6'LAMILQCONSISTING OF(1)LITEOF311r MPEREDGLASSOUTSIDE,7N6'AIRSPACEAND(t)7f18'lJ1AtlGLASSASSEMBLYINSIDE
THE mr LAMi COLIPONENT IS ITEM D ABOVE. TEST REPORT FrL-1162.
Q W16'1LAMi CONSISTING OF (2) LITES (1 EXT. I W.) OF tW HEAT STRENGTHENED GLASS WiTH AN A90 SEI`nWGLAS PLUS (SGP) INTERLAYER.
TEST REPORTFTL 4163.
2-CDNFIGURATiONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET&
DESIGN PRESSURES: (SEE TABLES 1 THROUGH 0.3HEET 3) '
A. NEGATIVE DE 90N LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13ML
IL POSITIVE DESIGN LOADS BASED OH WATER TEST PRESSURE AND GLASS TABLES ASTM E 1=4M
BRAG& THE 33 M%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, FOR ANCHORAGE DETAILS SEE SHEETS 16THROUGH 19.
S"U TERSARENOTREQUIRED.
INSTALLATION SCREWS. FRAME AND PANELCORNERS SEALED WITH NARROWJONNTSEAUW.
TEST RBKM FTL-1150. FTLr4161. FTIAim FnAI63. FnAI71. FTL-44S4. FnAS24 AND FTL,c4U.
ELCOTE)( RONNOA:0"721A1.03-022605
AN WAFBPA NDS-2005 FOR WOOD CONSTRUCTION
ADM*006 ALUMINUM DESIGN MANUAL
2-TRACK VERSiONALSO PREVIOUSLY REFERRED TO AS SGD70.
0. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BMING CODE. CURRENT EDITION INCLUDING THE HIGH
VELOCfTYHURRICARE ZONE (HVHZ).
DOORS SIZES MUST BEVERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDiNG CODE, AS APPLICABLE.
/L3wf wrr w
NOA DRAWING MAP
SHEET
WERAL NOTES..,..._.. i
AZING DETAILS.._._.. 2
'SIGN PRESSURES-3
EIIATIONS.....- -- 4
)NFIGURATIONS— 4d
FRT. SECTIONS , . 8.8
)RIL SECTIONS...,._ 9-11
MS UST 12
TRUSIONS —13.14
ICHORAGF 15.10
=oD(XTJtbVSHD
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e, 6 , maw 9
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0 J@u ONIZVIO SSVIO IWVI M-11
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(Bssrns
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1V3H.f/1 aueSSV19 ' SSW
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d9S060' 8 3dAL E)N
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_ 1V3H.►n taaAN) a3Av1a3ing endow 8b 8ti C
'I' `�; � 99 •woN.9u6 ssv19•aalslvaH auc
'WONOVA MOVE
' Rnow'ri� auesmo
Ivsamrj�Mo 3LOVana 1Nodnaa si u�l mem end •310 'ItoN tag'
d 3dA1 JNIZVIJ 3 UAL ONIZVlO T
MAW MIO'O'I IVIIVIAt/1 1 cl SS1f10'O'11WVI.91/1 1 _ M311V7a81_JLV3 Ste_
yy Z5 9L Z9 9L SSV19.0al1S1V3H aUC—
�' 88 7NON.9NL —
.� V 3dAL ONIZVIO d'
31re ssv19
V
T
9
ssns •oasis
3Less►ns
Rugssms
'WM 169•
MON low
Bp
SSV19'OM1S1V3H.9UC
L5 SSV1 OMS1V3H.9UE
MON) HU M31N1 end oso
Lam) a3AV1a31N1 and 06W
SSV19 •aal1S 1V3H .9116
SSV19 C31V3NNV.911E
3OVdS UIV
MOIM31X3 3OVdS illy
SSV19a3HUML.9NC
28m11_03l13d1 MAUC
�rrox.9ut t
Zb
•neN.9tn �
J
BM ssns
'WON 169•
aOla31X3
SSV'19'aM161V3H.91lE�
M3AV1a31N1 d9S O60' —
--
— ---aay''�9a37Y�WV-.9i1Cy
\99l 'MON.9NL —
0
r
900 CORNER AND STRAIGHT DOORS 1MTH EXTENDED SILO, 31/2" HIGH (REINFORCEMENT REQUIRED TABI ,
A''4159•r4i6Y.7/18 tAM13/1+3I18HS INT.) -SEEREINFORCEMENT DETAILS ON SHEETS g b 10
9. F n 4183. F144181: 7110 LAMA (3116M EXI:+•090 SGP+3/18HS'INT) G. F nAl63: 9/16 LAMI (1/4HS EX
NON. cold 1:+,090 SGP+114HS ANT )
PANE a DOOR HEIGHT
WIORH c9 � 80' Bg
( ,.. •
84•
(70)
or
V-)
9B•
(60) -
1oz A
1. (9)
114•
(G)
1 120• (10)
24• rA
A.B.
+70:0
7110
+70.0
Tao
+70.0
Tao
+70.0
70.0
+60,0
-60.0
+60,0
1 '60.0
+00.0
-60.0
+60.0
-60.0
30"
A.B.
+70.0
7.0
+7o.o
70.0
+70.0
.70.0
+70.0
70.0
+60.0
.60.0
:+60.0
•60.0
+60.o
-60.0
+60.0
36' 0
A.B.
+70-0
70,0'..'
+70.0
70.0
+70.0
.70,0
+70.0
70.0
+60.0
430.0
+SOLO
•60.0
+8a0
.mo.
+60,ol
•Ko
-W.0
��
A
+70.0
-7a0
• +70.0
70.0
+70.0
70.0
+69.5
.0.5
+60.0
-60.0
+W.0
-MO
+59 8
•59 8
+5
•57.9
B.G
+70.0Tao
+70.0
.7a0
+70.0
70.0
+70.0
70.0
+60.0
•60.0
+60.0
•60.0
+80.0
•60.0
.9
+60.0
.60.0
a
(4 1
A
+700
70:0 "
. t7a0
70.0
+68,0
.6g,0
+62 5
•62.5
+58,0
"58.0
+54A
-64.4
+51.7
-51.7
+49,9
B,G
.+70.0
70.0
+70.0
70.0
+70.0 '
70.0
+70.0
70.Q
+60.0
-SOLO
+Bp O
•80 0
+6a0
-60.0
+SOLO
•49.0
-60.0
(
A
+70.0
7a0 •
+68 5
•88.5
+62 9
4M9
+57.5
•67.5
B.G
t70,0
7a0.
+70.0
70.0
+7a0
70.0
+70.0
70.0
NOTAVAKABLE
A
+68.2
•88.2
+62 al
•828 1758.8
-ma
+53 9
-mg
B.G
+70.0 1
70.0 1
+70.0 1
70.0 1
+70,0
70.0 1
MY
700
(REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS)
�� REQUIREC. FTL-4171: 7/18 LAMA (3118A EX�+•0gp p�/B+y16)
REINFORCEMENT IN CORNER
D FTL4171: 7/18 IAMI (311 EXf.+.090 PVB+3118HS INT, BASE STILES REGARDLESS
m "� ii°` '
182 11 16 .3116TCgp+T/18 AOZ SPACE+7/18 LAMA (3116A EM.+.090 PVB+3/16HS W OF THE DP TABLE USED,
"�10'� 9-1•-AC
�
F. .)
11/181 AM1 LG,. 3/18TCAP+7/18 AIR SPACE+7/16 LAMI (3116HS W.+,090 PVB+3116HS OQT.)
sr
OTL-0t82
�M' m
..
tea
a DOOR HEIGIR
DivWw
WIDTH ?: or A lw (7) or t8°I
C.D. +BOLO •80,0 +80,0 -80.0 +80.0 43MG +80,0 -80.0 SEE NOTE •1 OH LENGTH
r
V(26) ELF +800 •SOLO +80.0 •00.0 +80.0 -SOLO +80.0 -SOLO �• OVERHANG
SQ1 DESIGN OHLENGTH
3r(3) E:F *MO -mo +8a0 40.0 +8a0 -8a0 +BaO •8a0 MGM PRESS. OH oHHE1GHT
&.W +10 PSF HEIGHT EQUAL TO 1
C.E +S0,0 •50.0 +78,7 78.7 +74.7 74.7 +615 •69.6 OR
D.F +800 •8a0 +6a0 -8a0 +W.0 -80.0 +Sao .Sao 2.713" +40PSF GREATER.
LL_
48" (40j 78 8 78.8 +73.2 73 2 +68.0 •68.0 +82,5 •62.5 2A37" +40 PSF SEE NOTE 1
D,F 1 +80.0 -80.0 1 +80.0 8a
43MO +80.0 -Bo.0 +0 -SOLO
�✓�
l .i 1. FOR DOORS WRN NEG 01 a may. Sttl HEIGHTS POSTTW DESIGN PRESSURE IS UMITEO TO +40.0 PSF FOR ALL SIZES AND -
CONFIGURATIONS, NEGATIVE PRESSURES.ARE NOT CHANGED, SEE VERTICAL SECTIONS.
SHEETS 6 THROUGH L POSITIVE
DESIGN PRESSURES SHOWN N TABLES 1 AND 2 MAY BE USED WHEN THE DOOR N PROTECTED BY AN OVERHANG
e?"
COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVEx THIS CONDITION IS NOT RATED FOR
WATER NFMTRAllft
2. SEE SHEETS 2 THROUGH it FOR ASTRAGAL. CORNER ASTRAGAL AND INTERLOCK
3�(��0
REINFORCEMENT DETAILS REFERRED TO N TABLES 1 AND 2 ABOVE
mMLelmiim s• ■ _ _- _
_
Ape-�+-�-� iu.vm� auuin►� c3/�1�s OrA7 IMPACT
tow L nwrr rs
rtama vLmb 8aff W "` 3 •10 �- 410&1 I I plemr.i
r
INS&
Ir
F
N'OCIO;TT/�P
RIB
aE
•
Gr
��
MAX. NORM DLO
TYP SEE NOTE 6
MAX. HORM
TYP.. SEE
DLO
NOTE 6
MAC HORIZ DLO
TYP„ SEE NOTE 6
Xp OR XQ
XXp OR pXX
FOXED PANEL CUP (ITEM 10) LOCATIONS.
rTYP. ON ALL FOXED PANEL SIDE RAILS
sr
Er
JE .
P/
11
b
"r
iH
coo - B -PASS g 3 MAX. NORM DLO
NA TYP., SEE NOTE 6 t
. B 3
B PASS s 3 NA XO OR OX
DOD0000 8 4 NA
• 8 4 W7DLO 3 HEIG1iT ■ DOOR HEIGHT• T 1/4• T R EpR RES DLO WIDTH= NOW PANELWIDTH•4SHIr
1. FOR VERTICAL SECTION DETAILS SEE SHTS.64. FOR HORIZONTAL SECTION DETAILS SEE SHTS. NG•11.
2. FOR APPROVED PANE! CONFIGURATIONS SEE SHEET 5. n"E CAN BE MIXED AND MATCHED FOR V
CORNER DOORS TO A MAXIMUM OF. (4j PANELS EACH SIDE OF CORNER, INSIDE OR OUTSIDE CORNER
DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4}
3. FOR ANCHORAGE DETAILS SEE SHEETS 15.10.
4. MAX, HEIGHT FOR DOORS WITH UPTO4 FT. (4n NOM. WIDTH PANELS IS 10 FT (Un MAIL HEIGHT
FOR DOORS WITH UP TO 5 FT. (WI MOM. WIDTH PANELS IS 0 FT. (96-) SEE TABLE 3ABOVE.
S. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (12D) DOORS IN 112 -VW MAX. AND FOR 6 FT. HIGH I m*l
DOORS IS 66 3W MAC (MAX, 010 "EMIT s DOOR HEIGHT-7 M
6• HORIZONTAL DAYLIGHT OPENING FOR 6 FT. (60•) WIDE PANELS IS 55 7116• MAX. AND FOR 4 FT. (4"
WOE PANELS 13 41711& mftjL'- (WXDWWIDTHwNMLPANELWIDTH•40i167.
7. FIXED PANEL ANGLE BRACKETS MM 54) LOCATED AT THE HEAD AND SILL OF ALL FOW PANEL
MERLONS. SEE SHEET 10 FOR DETAIL VIEW.
4�1[4RriQJ1
rsa/�L rm
DLO.SEENOTE6 �- -
F
Ar
JA
I
I
DLO. MAX HT.
SEE SEE
b
NOTES NOTE
Hr
1H
I
OXO
or
ID.
W.
C
c
I
d
POCKET
11
a
a
�a
Br
�B
Hr
IH
TYP.. SEE NOTE 6 'I r—
0=0 OR OXXXp
EXAMPLE OX•XO 90•
I lffU1 4 -P 18
SEE NOTE 7
9T u8at�
Diwtsxm
trw4.Tt�Ili
IE1612�1
w
il
DXTERJOR
ASTRAGAL
SIDERAIL
marrA f6Q/
nm U
NOTE:
REFER TO NOTE I AND SILLHEIGHT
POSME OP TABI" ON SHEET 9 FOR
POSRNE DESIGN PRESSURE
CONSIDERATIONS FORVAAIOUS SILL
HEIGHTS.
BOVE
•oww �= 1 e , 19 j 44C&I
ASTRAGAL
SIDE RAIL
a FS%MFwrr
owbi-
UM A. TMW.I.L
/R dum
wdrr+cr
K,
ASTRAGAL
SIDE RAIL
EXTERIOF
SEENOTEABOVH
ALTERNATE 27RACK FRAME WITI SCREEN RAIL `J
a FUMOR
TYP. VERTICAL SECTION SHOWING ONE W.LSECT1°Ns) TYP. VERTICAL SECTION SHOWING
ra res
RiQf1
ALTERNATE 2TRACKFRAMEwlSam RAIL
NOTE:
M36101 ORS4.SU RISERSARE
AVAILABLE ALL CONFIGURATIONS.
REFER TO NOTE 1 AND SU HQGHT
POSITIVE DP TABLES ON SHEET 3 FOR
POSITIVE DESIGN PRESSURE
CONSIDERATIONS FOR VARIOUS SILL
HEIGHTS.
ASTRAGAL
SIDE RAIL
SEE NOTE
ABOVE
acF I aI7-fa I - 4+oi
317, S20 OrS2`
NOTE.
ITEM 01 0R6L SILL RISERS ARE
AVAILABLE ALL CONFIGURATIONS.
REFER TO NOTE 1 AND SILL HEIGHT
POSITIVE DP TABLES ON SHEET 3
FOR POSITIVEDESIGN PRESSURE
CONSIDERATIONS FOR VARIOUS SILL
HEIOHTS.
EXTERIC
<3EXTERIOR INTERIOR OPTIONALON30R4TFd=FFAME
TYP. VERTICAL SECTION SHOWING (AMSECTIONS)
TYP. VERTICAL SECTION SHOWING
nLum. auuMVW MAMi uUUK. IMPACT
s' b I M
3/ll/vr
3.58, 69 LOCATED AT VERTICAL
60 89 18 CEmm it FROu Top ANO
807TOM OF G%ED P
�-- (3)REO9
X
4 68 ot7! $
o A ll REu GESHOwN
! nuuunw
oil _ ■� C
OTS24 w+_�_`w
RFrt sx4sHoww T. B-S
SECT A A SEC
FIXED STILE AT JAMB (OUTSIDE) DOUBLE & SINGLE INTERLOCK
23 •
x
x T(EM 08 SHOWN
�._ �
Z�/ 68 or 71
4
INMIOR
(ALL SECTIONS)
EXTERIOR
V
SECT. D-D
MOVABLE INTERLOCK AT P-HOOK
d*Firrw
� 10 ��tS
x
3, 68. 69 m3A 824 SHOWN
80 Or 89 SAW
&3
Or S24 E3 ---- -- 27 R�D 1w aT��.
SECT. C-C SHEET3 SECT. E-E
MOVABLE TO -MOVABLE ASTRAGAL (INSIDE SHOWN) MOVABLE STILE AT JAMB (INSIDE)
sic rrnm ararr�ar�m,Ewirtrrenoa6oAnoac
�wcrocooraw8 HORIZONTAL SECTIONS
x mcm fm PALOWIM ALUM. SUDING GLASS DOOR IMPACT
age
uo.tinmrc.ri.
nrr�ot
w.a�r
3
i. 58.59,
60 or 69
O
r------_—- ECT — — — — — — —
S
MOVABLE TO FIXED ASTRAGAL (INSIDE)
LOCATED AT VERTICAL INTERLOCK REINFORCEMENTS
CENTEXIrFROM TOPAND 3.58.69, REG'DW/USEOFTABLEI.
BOTTOM OF FIXED PANELS 80 or 69 SHEET 3
3, fau, 09. 27 INTERLOCK REINFORCEMENTS REGD W/
60 or 69 12 USE OF TAKE 1. SHEET 3
Eli..
pm
=mw
rti
FIXED -FIXED CONFIGURATION
DOUBLE $ SINGLE INTERLOCK
(NOT SHOWN IN SHEET 4 ELEVATIONS)
rrEM 68SHOWN 60 or 68
tEvwm
era
80 or 89
88or71
I�..� (.116-wl
X-
Lori24
J EM S24SNO
118,S21
or 824 SECT.1-1
SECT. SECT. H-H
FIXED STILE AT JAMB (INSIDE)
DOUBLE & SINGLE INTERLOCK (OX) MOVABLE STILE AT JAMB
PAEQKf31D r�cv�w. 01.1"I P Vut�7J L
t+atcanaiAaa7i Yulbbr8rmrr � 112 10 • 10
0/1 ;7
3aliaa
t
W.69,
F
EXTRUSNSCALE:19f
69 o
�
RfWF SE OF
W/LISEOF
.125 1.700
349s1
/
TABLES 1 AND
2.stiEEr3
+----�
i
.1...-�
�
27 "
.wo
80-P_ANEI CORNER BASE STILE t
11MTL GW3.T6GW3.To
OWGf 4433'
REM. REQU W! UZG81 • AN
CORNER RECENER STILE
TABLES, AND 2.
MAM 6L10.1»T6
oViW44U
r 2M
27
.
OE[
RELNF. REQU W/ 0
8D
USE OF TABLES 1
82 - PANEL CORNER LOCK STILE
AND 2. SHEET 3 82
MATti 8083-70
8!
0=14433
SECTION SCAM W
ENF. S 1
USE
TABLE OF TABLES, 27
- �, R
3.68.69.
AND2. SHMT 3
80 Of 69
_
DETAIL J - TYPICAL. INSIDE 90-
CORNERSECTION, DETAIL K -'TYPICAL OUTSIDE 90- CORNER SECTION
gnpOR u I SEE OETAIL 2 ABOVE
EXAMPLE INSIDE 80-CORNER PLAN
2TMp� 4M.L"'�
OUTSIDE 90- CORNER PLAN
(4) PANEL BY (4) PANEL DOOR
3TRACKm8.13rEL
BY (4) PANEL DOOR
(BY-PASS TO BY-PASS SHOWN)
+T�►s8'(BY-PASS
TO POCKET SHOWN
SEE OETAIL K ABOVE
i.
RI
PLAN SCALE: NONE
rut n • cawaewvnrre�eae�eaana»vananEa�oweswr
_ _
�'�"_---- -- --
•A �vm. 0uuuv0 vu1�S IJUU IMPACT
+�Re[aQrt ibaaa..
acww tr1 t t . f0 4W&l 1 aad.ar t
'TRUTH WERIOR PULL HANDLE 6 BASE
iMM X 1314- COLOR MATCHED HANDLE BASE
4 EXTERIOR PULL HANDLE a BASE
X1 W4' COLOR MATCHED HANDLE BASE
MORTISE LOCK WiCH 3 KEEPER
STARLESS MORTICE LOCK
22NC DEFIROMATE RECESS ADAPTER
is-maHSEXT_T09ontmn f v-mm%
Aa�rnna�s
no�rrtaaar�
b". -Via ,Corr • Ilia A1K urA{it
OR SAFLEM(EEPSAFE MAXIMUM
... uw. av, asvv0. Oulu 4amr - Ina AIK WAUU .:V INVU t70.;.DiO
DLIPONT BUTACITE OR SAFIEMMEPSAFE MAXIMUM
WTERLAYER+.V16HS INT.
I NT51 12 -rig
I
r�fTREVM „f0�
Z.�7 .
savor
Lu=ATww.PB
re.=
Y.artd
T 190
n 2A35 j-
.o7e Ale --_ R
1. •ORIGINAL FRAME HEAP 3 -ORIGINAL FRAME SILL 4.2RIGINAL ADD ON SILL
MAT1s 6003•75�75 MATLI GN3-T5 UAn 0063-76
OWGI4302 OW004M OWG# 4381
5.357
Olaf,1.295
,,
a • ORIGINAL FRAME JAMB
MAIL• 5083-TS
DWG#4304
1.428
.188 1.700
.108
14 - FEMALE ADD -ON
MATL• 6063-TS
DWG# 4380
2X8 }�--
1.844 1 �
10 • PANEL SIDE RAIL
MAT'1:8083-TS
DWG# 4308
1757 I+--
1.��4
.109
15 -.MALE ADD -ON
MAT-• =345
DWG# 4381
1.045 tAt>a
Lim
3
1.872
•002 1.019
S4- SCREEN BOTTOMRAIL '
(SCREEN FRAME) 511-SCREEN MEETING RAIL
(SCRE
t e�
5 • W_A_PT% FD(ED PANEL
MATU6053-Ts
DWG# 4314
--•-{ Y.984
WALLS VARY 1
FROM .060
TO Z50 2A48
11-DOUBLE WERLOCK
MATL: G083HS•78
DWG#4333
1.500
i1
.082 i
•1A70
le, 8 BOTT. RAIL
MAT1:608345
OWG# 4305A
1.98e
A02
.557
8 -THRESHOLD COVER
MATL• 6053-TS
DWG#4315
1A74
WALLS VARY
FROM A80
TO.125 2A81
Aw
AN
18 •FIXED PANEL CLIP
MAT'L• 6083-T5
DWG# 4362
S1- SCREEN TOP RAIL
(SCREEN FRAME)
MAIL: 6063-TS
DWG# 4317
MAT--W&S.T5 1.872 EN FRAME)
DWG@ 4318 MAIL• WM.T5 ,pg2 1.872
DWG#4320
.082
S7 -SCREEN SIDE RAIL
(SCREEN FRAME)
MArL: 6063-75
DWG# 4318
P.Q BOKl67D
N01mrR�i17/z1
lA?3
S13 - SCREEN DOUBLE INTERLOCK
(SCREEN FRAME)
MAIL• 6063-T5
DWG# 4328
som I Msl 13 -0 19
12 - INTERLOCK
MAIL• 6083HS-TO
OWG# 4399
L
tAeT
�-+-� �21715
1T • P.HOOK
MAIL• W83-TB
DWG#4403A
2.700
WALLS VARY 2a8l
FROM A80TO.125
J,i00
1.600
27-ALUM._REINF.
MATU 60oS-TS
DWG# 435T
1.342�
1.305
A50 .
S14-SCREEN ASTRAGAL
MAIL: 608346
DWG#4344 7-- 1162
2Z72
L
SIS-SCREEN
ASTRAGALADAPTER
MATT: 6063-TS
DWG# 43B4
44MI
13-ASTRAGAL BASE
MATI--W03-To
DWG# 4398
B�Nkacm& hgdQt
� vsoi L J
Diridr
YcrAtan�E. R
PEMAIpI
wa.t�
a= � 0.130 � 4222 --!'1� A94 -� r- ,494
2AZb Ala F
2825 2.025 ATO
i � 2.713
Ala
.078 --�1--
68 - 4 TRACK SILL 59. 3 TRACK qD
SILL 60 - 2 TRACK SILL 61= STANDARD SILL RISER
MATL:5063.76 W :806346 MArU 6083-T0 - 02.3.60' SILL RISER
OW0#4407 OWG04408 OW0s4409 D ���p MATU6DO •T0
OWG# 4411
. A19
63 - 4 TRACK HEAD
MATL OWNTO
DWG# 4412
�- 4= --+i
1235
Ale--�1�.-
aa • 2 TRACK JAMB•
MAT1: aW3-70
OWG#4417
2.540
1.019
r---=--- Ala
821 • SCREEN
2 TRACK FRAME JAMB
MAIL• W63-70
DWG# 4423
0-130
J119
Ara ---1— -
64 - 3 TRACK HEAD
MAT: W03-TO
DWG04413
3.010 —+1
W
.810 I
--2-- Ala
SIG -.SCREEN
3 TRACK FRAME SILL
MATL 6063•TO
UM4418
1283
.810
Ale —�
S2Z-SCREEN
FRAME SILL
MATU 6063.76
DWG# 4424
ri—I
1.819
07a -+1-
70 - _ FRAME. 2 TRACK HEAD WI SCRN RAIL
MAIL OWNT8
4222
�--- a13o
1235 � 1235
Ala -+'--- Am•-
65. 2 TRACK HEAD 66. 4 TRACK JAMB 67 - 3 TRACK JAMB
MAIL• OD -TB MAT ' 806348 MAT ONXTO
OW004414 DWG#4415 DWGi4418
�---- a610 ---•�
1b19
SIT --SCREEN
3 TRACK FRAME HEAD
MAIL: aD03.Ta
OWG#4419
1203
1.619 AN
S23- SCREEN
.L-TRACK FRAME HEAD
MAT U W63-T8
OWG04425
�--- 3a10 --1 .� � 2.546 .
. J310
1.a19 1A19 rxxmCuba!
at, " wAmatlww
Ala Ala
518- SCREEN 819• SCREEN S20- SCREEN
3 TRACK FRAME JAMB 2 TRACK FRAME SILL 2TRACK FRAME HEAD
MAT: 6083-T8 MAT U 6003-To MATL 0063-To �y
DWG# 447A DWG#4421 OW004422
0124 jr
AT&
S24• SCREEN
-TRACK FRAME JAMB
MAIL: 8D63.TB
OWG#4428
� A __l l
1.235
71 • _ FRAME. 2 TRACK JAMB W/ SCR RAIL
MAIL 608346
mwlzw
.078
xm
27-ALUM. REINF.
MAT U 6005•TS 1Aoo
DWG# 4357
1 Z625
69 - YRAME, 2 TRACK SILL W1 SCREEN RAIL
MATU 6003-TB
DWG#4442
ryW
EXTRUSIONS FRAME
i
ALUM. SLIDING GLASS DOORIMPACT
dGovat N75 m - !9 I 44 M
1. APPROVED ANCHOR TTPES:1. IW ELCO TAPCON Z IW ELCO SS4 CRETE•FLEX 3,012 STEEL SCREW (G5) SEE SHEET 17 THROUGH 10 FOR ANCHOR INSTALLATION OETAILS.
t M ANCHORS REQUIRED AT EAC" HEAD. SILL AND JAMB LOCATION. (/)ANCHOR REOUM AT EACH P40M LOCATION. P4=IC ANCHOR LarAUONS TO BE STWANEO P uK (BOTTOM
ANCHORTO BE?MIK EDGE DISTANCE)AS SHOWN IN POCKET P4100K uWALIATION DETAILS.SHEET tii.
PANEL FROM TABLE'.1.SHEET I0. ..........w....ww...uwwcfTlcn�w..Nl9AilrLWAUUTWNALANGMRSPER
MAX. W' HiGH DOORS WlPANi3S UP TO 80' WIDE (TABLE 1 Sga3)
HEADASILL .a114'MJ1X FROMFRAMECORNERSAND2213118'MNCO:C.WITHAPPLICABLECLUSTERATINTERLOCKSANDSTRAIGHTANDCORNERASTRAGALSPLUSAODMONALANCHORSPER
PANEL. FROM TABLE 3. SHEET 18.
JAM" P4100KS ANCHORAGE ALL DOORS IP MAX FROM BOTTOM AND 28' MAX O.C. AT THE ANCHOR CUANTI IES FROM TABLE 3. SHEET t(L
'/NCHORSPERPAPWAREANCHORSONTHEHEMA IDSILLBETWEENCLUSTERS.ORBETWEENACLUSTERANDAFRAMEJAMBIP•HOOK �ASTRAGAL0.
INTERIOCKCL 31d81 TYA.
Big*MAX
A' DIM.
MAX.
O.C.
INDIM.
MAX. O.C.
a 114" MAX
11A2' MIN. TV.
EXAMPLES OF HEAD AND 1 Ire MIN. TYP. ADO. TMIN.TYP, WDBL.
SILL ANCHORAGE, STRAIGHT A DIM.MAXoc. MAX MAXL
r O.C.
AND 900 CORNER DOOR
MAX a 3►18' MAX ' MAX MAX MAX.
O C MAX O C O.C. O.C.'IYP. EXTERIOR
i2) ® 7Yp EXAMPLE 1 FROM TABLE 3. SHT.16 (C8+4)® ��
ANCHORS SEE 9V CORNER® (8) ANC PLUS ANCHOR
PLAN
PER ABOVE)
DETAIL A @ HEEAAD S5 DETAIL A (`� (SEE NOTE a 6 EXAMPLE /WCHOR PLAN A80VE)
8311ir3118-MAX.
TYP.
U-1 I
- T-
NOW.
MAX
P-HOOK
MAX O.C.
O.0 PER
I
NOTE 5.
DETAIL Bm
DETAIL C
INTERIOR
�
v
ANCHOR
ANCHORS
PERLOC
o
PERJ
G P�IOOK O
MB
v
O
MAXJAMILO.C,
PER NOTE S.
I
i;
8' MAIL TYP.
8114' f
® SEE ® SEE F�-
3-MUL DETAILS DETAILC TYp
8 XIWMAX.
BMAX +I A' DItil—L A DIM. SMAX
MAX O.C. MAX. O.C.
EX
10 EXAMPLE 2 FROM TABLE 3. SHT.16 (C8+2)®
(6)ANCHOR �TERFLUS (2) ANCHORS PER PANEL (SEE NOTE 8)
NO�fSR3WD
P.0. D¢Y f62p
S R if?l1
HEAD AND SILL
MAX ANC OR SPACING
NO! PANEL WIDTH 'A DIM.
SIB' O 3f$
-lW WIDE 2013MW
21LRol cre
2-TRACK OUTSIDE &TRACK INSIDE 4-TRACK OUTSIDE
CORNER Wl CS CLUSTER CORNER W/ CS CLUSTER CORNER WJ CS CLUM
Sam= I im 1 15 • le
stag„ .oc
off'
,0� L:7
341 ram
tzar A. Toad.►1'.
PE 16t101
FOR USE WITH OP TABLE 1, SHEET 3
FOR USE WITH DP TABLES. SHEET 3
GLASS TYPE
> A. B.• G
Co 0. E. F
REMORC3D >
YES. RENF. REM IN INTERLOCKS,
REINF. NOT REQ'D IN STRAIGHT INTERLOCKS
ASTRAGALS, AND 90 CORNERS
AND ASTRAGALS. SEE EXCEPTION NOTE S
ANCHOR TYPE
HEAD R SILL CLUSTER
JAMB
P+MOK
HEAD 3 SLL CLUSTER
JAMB
P4400K
3 SUBSTRATE
.+ ADDL PER PANEL
+ ADDL PER PANEL
NON.
PANEL DOOR
;•
N
S
f�
Q
g
p
S
Y
..
S
p
S
..
S
p
!+
..
S
N
�.
p
NIDTH x HT.
7j
g
o
24.000 x 80.000
C4+2
C4+2
C4+2
8
8
8
4
4
4
C4+2
C4+2
CA+2
8
8
8
4
4
GLASS TYPE NOTAVAILABLE
x
GLASS TYPE NOTAVAIIABLE
Ia ,
t I38.Ooo x
GLASS TYPE NOT AVAILABLE
x
GLASS TYPE NOT AVAILABLE
x
114.000 C8+4 C6+4 C8+4 12 10 10 6 6 B GLASS TYPE NOTAVALABLE
120. C8+4 C8+4 1 10 10 6 6 8
54.000 x 80.000 C8+4 C4+4 C4+4 01 8 3 4 4 6
84.000 C8+4 C4+4 • C8+4 101 8 8 6 4 . 6 GLASS TYPE NO'TAVAILABLE
90. C8+4 C4+4 C6+4 10 8 10 6 6 6
S&WO C10+4 C8+4 CS+4 12 10 10 6 6 8
60.000 x 80.0� C8+6 C4+4 C8+4 10 8 8 6 4 6
84. C6+8 C6+4 C6+4 12 8 10 b 6 6 GLASS TYPENOTAVALABL.E
90. CS+B C6+4 C8+4 12 10 10 6 6 7
96.000 C8+8 C6+4 C8+4 12 101101 6 b 1 7
NOTES: UEXAMPLE 1
lit
• NEta S:
W 1.1N• ELCO TAPCON EXVAkE 2
Q .EIEL �S�HT EES!3 A�k 3. S12 STEEL SCREW (05)
L CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND
R SfRAIGHTANDCORNERASTRAOAM SEESHE ETIS
FOR ANCHOR SPACING REQUIREMENTS.
�s 3. ALL W* CORNER DOORS REQUIRE REINFORCEMENT IN
p THE CORNER BASE STELES REGARDLESS OF DOOR
WIDTH, OR DESIGN PRESSURE TABLE USED
v
4�
2J2rMIN. O.Cr01S7ANCE MIN.
CONCRETE),*--l'�'a •w •" i+ai
tx WOOD BUCK
NOTE2
CONCRETE ANCHOR,
NOTE i
2JI23' MIN
,3 KSI .C. ODISTr
(MIN
Ix WOOD BUCK
NOTE2
CONCRETE ANCHOR j
NOTE 1
ALTERNATE 2 TRACK FRAME
W/SCREEN RAN.
(MIN. 3KSI
Ix WOOD BUCK
NOTE 2
SCREEN ATTACHMENT
TO BE APPRROVED
BYAHJ
CONCRETE ANCHOR NOTE
3K81
ix WOOD BUCK
NOTE2
tEEN ATTA(21MENT
TO BE APPPROVED
BYAHJ
CONCRETE ANCHOR NOTE 1
0
INTERroR 2x WOOD
Tom) (� NOTE 2
iliruAX. 114' J
LAT(
SMAX
I W4'MW
ED. TYP.
ISMIT SiU. AND JAM8 AND V FOR P•HOOK NSTAL(ATKK FOR CONCRETE APPLICATKNNS IN
THRaj MIAMMMECOUNTY. USE ONLY MWMFOADECOUMYAPPROVEDELC0114'TAPCONB
(MIN.13VEMBED.)OR1(4'EUCOSS4CRETE4M(13/4'MN.EMBED.� FLATHEADS
TO BE612 TRIMFiT TYPE.
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN I Vr THICK. ix WOOD BUCKS ARE
i OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD B1JCK8
t DEPICTED AS2KAREIUrTHNCKORGREATE. WSTALlATIONTOTHESUBSTRATE
OF 1X OR2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
3. FORATTAICHMENTTOALLUMINUM:THE ALUMINUM SHALL BEAMNIMUM STRENGTH
OF 60W3-T6 AND A MNIMUM OF-IA8• THICK. THE ALUJUNU d STRUCTURALMEMBER
NOTE 6 NCttOR SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE DOORFRAME SBIRARTO
THAT SHOWN IN THE DETAILS ON SHEETS 17.1E AND 19 FOR 2x WOOD BUCKS. THE
ANCHORS SHALL BE $12 SHEET METAL SCREWS WRH FULL THREAD ENGAGEMENT
2xWOOD INTOTHEALUMNUM.IFTHESE CRRERIAAREMET.THEPRESSURES SHOWNON
NOTE2 SHEET 3 AND ANCHORAGE SPACING FOR 012 SCREWS SHOWN ON SHEET 16 MAY
.� NOTE -�•
�- 114- MAX. SCREEN f
SHIM FRAME L
WOOD ANCHOR SEE NOTE 0
2-TRACK FRAME HEAD INSTALLATIONS
r' MIN 13/4'MIN. ED.TYP.
DIST.
NMI
BE USED.
4. SCREEN FRAME AND DOOR FRAME MAY BEATTACHED To DIFFERENT SUBSTRATE
13W TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTPTRACK
MOL CONFIGURATIONS, AS APPROVED 8YAHJ. DESIGN OF COMPOSITE WOODAVSONRY
OPTS DONE 8Y OTHERS OR AS ACCEPTED BY AU. FASTENER SM
EMBEDMENT. AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE IMO
1/4• MAXMAX
WHICH THE FASTNER IS EMBEDED.
SHIM 6. FOR WOOD APPUCATtONS ELCO 1/4' SS4 CRETE•FLEX ANCHORS WITH 012 TRNMF(t
HEADS MAY BE USED INSTEAD OF 012 STEEL (G5)
SCREWS. SEE SHT8.16 AND 10. 1• MIN. EDGE
DISTANCE FOR WOOD FASTENERS.
2x WOOD
(� NOTE2T1sli•
L1SHN 1rmAx
SCREENFRAME� 1--F
3-TRACK FRAME HEAD INSTALLATIONS
1314' MIN.
ED. M. 'I
.r.• ..� F•��::�.,
NOTE1
T114'MA)C
SHIM
SCREEN FRAME -r
4-TRACK FRAME HEAD INSTALLATIONS
I �a
JIIWRIOSAitt»
., Nt>I�OIA>M771
rp�tiwOr
0L 1�
," MAX.SMIM
�- WOOD ANCHOR
NOTES
2x WOOD
NOTE2
13V
MIN.
T—IW MAX SHIM
WOOD ANCHOR
NOTE
-- -- ..•• .. �r LrwA.Tww.PB.
FESUM
17 0 19 4100.1 I
t 3ti'MIN.
-�
WOOD ANCHOR
MOOD
�NOTE 6. SHT.17
KITE SHT.17
tip•(
2XWOOD
QC• OWANCE
NOTE 2
SCREEN
SHT.17
FRAME
WOOD A
2XWOOD
toms. St
MAXSHD+1 --il�'
SSHtr1 IMMAXSHIM •+jl+--
1;WOOD BUCK
NOTE 1._.
SNOOTTE 1.
•17
NOTE2.SHi 17
1314'MIN. NOT�8Hi�17
SCREEN
CONCRETE
ANCHOR
EJ7.TYP.
's MIIERNATE2TRACK FRAME
W/SCREEN RAIL•'��
�l
_�'` AME
;'� 1314'M1N.ED.TYP.
NOTE 1.
1JMR, Ulm
wf 1A08'MIN
SH7.17 •
�O.C.DISTANCE CONCRETE -= !4y4aO•C.DISCANCE 1/4•SNIMMAX.--(I—
ANCHOR +''"�•��l
•^ 1" NOTE 1 SHT.17 � k
.
+I.•(MIN 3K31 +SPram; (MIN.3KS1
'+ CONCRETE) t+' •�GCOONNCRE(E) 1xWOOD BUCK
U4• SHlbl MAX. -+I F -- 1/4' SHIM MAX -;(H- NOTE 2. SHT.17
ORIGINAL 2 TRACK FRAME 2-TRACK FRAME
JAMB INSTALLATIONS JAMB INSTALLATIONS
NOTE 1.
1x WOOD BUCK SHT. it
t 3V MIN.
2x WOOD
NOTE 2
SHT.17
NOTE 1
SHT.17
131V
MIN.
E.D.
TYP.
NOTE 2, SHT.17
'�
13W MIN.
CONCRETE
'
`
r
t�f
ANCHOR
NOTE
•
4
L?
s 13N MIN.
1
SHT.17
:! tiir6. i
:�, L•, 1.90p• M W. O.0
CONCRETE
Jv'
�� EJ1. TYP.
; : DISTANCE
ANCHOR
::'
WOOD ANCHOR
. •r
NOTE 1
r t•
NOTE 4
SCREEN
. .
SHT.17
;: 1AO8MIN.
SHEET17
2XWOOD
ATTACHMENT
Lid +O.C.DISTANCE
NOTE2
70
��
..
SHT.17
APPPROVBE
' +
SCREEN
i�
BYAHJ
(MIN.3KSI
ATTACHMENT
.. ; -: IN. 3 KSI
..
CONCRETE)
'++ CONCRETE)
SCREEN
+••Y s'
APPPROVED
•
FRAME
1/4•SH1M-MAX —•J�
--
BY Nil
`
114• SHIM MAX.
11r SHIM MAX -•�
{+--
4-TRACK FRAME
3-TRACK FRAME JAMB INSTALLATIONS
JAMB INSTALLATIONS
.aa��4yrr -- .j em um..7L.11 119{7 VLA00 MUM 1MMA(ii
MalcouiaFt t Vt aao7ar 1/`{ 1C fa �� 40W
N
� ,Waoesn�
>�r
LVM#-Twv ,pz.
. flows
WdrNpl
FRAME
moire !fABHT 17
•NOTES.SHT 7
•NOTE!%S�HT T
1
SCREEN FRAME
SCREEN FRAME
k2ZK
u1 1Sla'MIN.
114•MAX
1 MIN 1k•NAX.• f MiN.
11
NOTE 1
NOTE t
2x WOOD
SCREEN NOTE 2. SHT.17
2x WOOD
SCREEN NOTE 2. SHT.17
FRAME
AL TE2TRlACK
W000
CONCRETE
FRAME
CONCRETE FRAME W1 RAIL
CONCRETE
u4' IA1Ax
NOTE ANCHOR,
s 17
ANCHOR t/4• MAX.
R
sHT.17
Sw. I?
NOTE t
u4• MAX.
NOTE 1. SHT.17 NOTE 1
NOTE 1.SNT.1
1
NOTE 1
1
•�+t;i ;•�.
NOTE1.
.v+!s.! ��
i .: h0
r t �i•. y;;;L�`ti.
•�' ;e;i ,.•>. r .c•
SHT.17
�y yt,v ., '=L`. W i►�
` 1i :�a . + ,�[ .
•�,.• }�
NOTE 1. •• `1
T :• y�•'�:. �:��► w
SHT.17 1 ''
�'. .r r
.• . , {! • Fy'". ,:: �•�r ,;•
(3 NGSI M{CL CONCRETE) SEE •
,+.,
.; , a'•
(3 KSN MW C(}NC�tETEj f • ;.. • • • r a •
•��t `4..i
�`�' (3 KSI MIN C(N1CitEtl:f ,•�
1
1314•
1T
NOTE 2
t 3i4• MW.
EO. UP. NSOT�E2.
1314•MK ED.TYP. NOTE 2
E.D�
4-TRACK FRAME SILL INSTALLATIONS
3_TRACK FRAME SILL INSTALLATIONS 2-TRACK FRAME SILL INSTALLATIONS
NOTE ANCHORS ARE STAGGERED 1• MIN. AT P4iWK
a EXTERIORINTERIOR*
ANCHOR EMBEDMENTAT P410OV:1/4• TAPCON-13V MIN.
(ALL SUSECTIONS)
3 KSI MM. CONCRETE 114• CRETE•F1=• 13W MAN.
Mg.
NOTE Ix WOOD SUCK
e
NOTE $ SHL 17
ABOVE NOTE NOTEABOVE NOTE
318-MIN. ABOVE ABOVE
318'MIN.
;TEO
NOTE
ABOVE�'''wfll�aL
318'MIDL 13iNrMIN.+�•`f1J'g
"a _
=-
u4-NIAX.131A-MIN.
t�s .1�
-�+
CONCRETE T r»;
CONCRETE T,
1-
WOOD
NOTE1
o,,,,,,,,
ANCHOR
;•�•
ANCHOR.
t-
NOTE 1, tr }±<'
S t •7r .1 ,
1- NOTE 1. r wr. y
�r1;
NOTE S.
2x WOOD NOTE 2, SHT.17.
•—� .!
.17
NOTE 2
T
SH1.17
CONCRETEANCHOR,
NOTE 1. SHf, 17
�. fA11X. .
NOTE 1.
(SAW
(6111)
NOTE 1
r
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TYPICAL POCKET P-HOOK INSTALLATIONS
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INTERIOR
ORIGINAL 2-TRACK FRAME
CALP4100K NOM SILL INSTALLATIONS
SECTIONS) 1. IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. [FUSED. NONSHRM NONMETALLIC GROUT.30W PSI MOT.
(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OFTHE
EXTERIOR
TO SUBSTRATE.
SILLTHAT IS NOT TIGHT TO UM SUBSTRAE. AND TRANSFER SHEAR LOAD
IF SUBSTRATE IS WOOD. 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS
APPROVED BY THE AUTHORITY HAVING JURISDICTION
3�
2.1.947 MINIMUM ON CENTER DISTANCE
ALUM OLIMINU ULAM UUCIIt, IMPACT
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