HomeMy WebLinkAboutNOA1Z/a/'LU1b 9:bU:O8 AM Lisa Wilson 941.480.1900 Page 2
MI®DADE SCANNED
• BY ML1MI-DADS COUNTY
St. Lucie Count" PRODI1905 SW26 Street, Room 209
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2414
BOARD AND CODE ADMINISTRATION DIVISION 7(786)315-2590 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www roinmidade.eov/economy
PGT Industries -Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:.
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dada County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo
Reinforcements — Non -Impact
APPROVAL DOCUMENT: Drawing No,757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact",
sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08.04 and last revise_ on o OSl grad
and sealed by Lynn Miller, P.E., bearing the Mlami-Dade Cou ct o e ' on t the
Notice of Acceptance number and expiration date by the Miam �• ou ro c nt ecti
MISSILE IMPACT RATING: None: Approved Ilurricanf r evlces, complying w/ FBC, as
applicable are required.
Limitations: 1. Use of Table 1. requires No reinforcements.
2. Use of Tables 2 and 3 require full reinforcement per sheets 7 8c 8 of the drawing.
3. Egress operable doors must comply with min clear width per FBC, as applicable.
4. Max VV nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
series and following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
Tltis NOA revises NOA H 124726,03 and consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I..Chanda, P.E.
NOA No. 15-0609.10
MI0.M1•DAD' COUNTY Expiration Date: May 22, 2018
%1( Approval Date: August 13, 2015
vl\q Page 1
1Z/'J-/'LUlb U:bU:Z0 AM
PGT Industries Inc.
Lisa Wilson 941.480.1900 Page 3
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below).
2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets I through 16
of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and
sealed by Lynn Miller, P.E.
B. TESTS (submitted under files # 12-0726.03 I#11-1018.11 / # 09-0213.03)
1, Test reporton 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-
06, signed and sealed by Edmundo Largaespada, P.E.
2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596,
FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202-
_ .._ _ 94), issued.by Fenestration -Testing -Laboratory; Inc: (Transferred from -file # 04=- - - ---
1220.05 / 08-0213.03).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/29/15, complying
with FBC-214 (5a' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies with ASTME-1300-02 &-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5`h edition) and letter of no financial
interest, prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018.
2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05
3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO.
Ishaq I. Chanda, P.E.
Product Control Mantlner
NOA No. 15.0609.10
Expiration Date: May22,2018
Approval Date: August 13, 2015
E_1 ---
16. PT13117. FTL42)) AND FTL-5095.
D. fiAY W6GLATED GLASSIEST. LRES OF 3118'TEMPERED GLA$$WITHA1/A'ABISPACE TESTREPORTS FTLi2T3. FTL42)6. FTL<280.FR42BE ANDFiLJ3tt.
3. DESIGN PRESSNS: SEE SHEET 3.
]. D. NEGATIVE
TIV EDESIGN SEE TABLES1-3 DON SHEET 2.
A. NEGATIVE DESIGN LOADS BASSO N TESTED PRESSURE AND GLASS TABLES ASTM E 13D0.
B. DESIGN
RESIGN LOADS BASED ON WATER TEST PRESSURE AND GIASS E COUNTY.
TY. E 1308
O. OHORA PRESSURESOFLEESTHAN E SE NOT APPLICABLE IN IN THE
DE IGN OF T.
A. THAT
THE O TACSTRESS INCREASE HAS NOT BEEN USED WTHEDESIGNOFTHISPRODUCT. EFOB. FOR
INCLUDINGBUTNOT UNIT
THAT CAME INTO CONTACT WITH OTTER OIB6IMILAR IMTEp1ALN 611HLL MEET THE REQUIREMENTS OF THE FOB. FOR PNCHOMGE OETA9.B,
SEE SHEETS: 13 AND 10.
S. MVVAIUDAM COUNTY MEWS, FROVEOSHUTTERSARE REQUIRED IN WITH ADE COUNTY AND WHEREIMPACT RESISTANCE IS IiEOUIREO.
A W STALUTION TEST RE, FRAME AND PANEL CARNETS SEALED WITH SCHNEEIMOREHEAD 9EAM SEALER
i. REFERENCES: TEST REPORTS N AND2. IETEFL0, FTL311>, FTL-36Ye, FTL42)3. FT4A2)6, FTLi3)T, FTLJ280, FTL<285. FTLi3Gt AND 6005.
>ELCO ULTRACON AND CfiEfEFLIX NOA'8
>ALUMINUM DESIGN
ORVIOOD CONSTRUCTION 0 _
'ALUMINUM DESIGNMANUAL
B. THIS PRODUCT Hq3 BEEN DESIGNED 6 TESTED TO COMPLYWITH THE REW IREMENTS OFTHE FLOROq BUILDING CODE, WOLUDING THE HIGH
VELOCITY HURRICANE ZONE SIVHZ1.
B. GLAZING VINYL SPECIFICATIONS (GEMS 38. 3i, 8131k
e. PVC MATERIAL BY SAYSHORE VINYL COMPOUNDS, INC, EXTRUDED BY TEAM PLASTICS, INC.
b. HARDNESS: 70 SHORE A
SPECIFIC GRAVITY' 1.43
6 TENSILE STRENGTH: 14H1 PSI
e. ULTIMATE ELONGATION: 38M
L MODULUS 01009E ELONGATION: 590 PSI
P. TEXT STRENGTH: 210 LOAN
I
D n 11 v n 11 TRU6EAL DURASEAL��
36 O
WIWTEMIPETEO GLASS Iw TEMI
39
I
ww GLASS
BITE
15
3/16" MONOLITHIC GLASS
GLASS TYPE B
Y1e•TEMPERED GLA39 -
1/4" MONOLITHIC GLASS
GLASS TYPE C
NY9Y6 R.iPT�
TO STEEL SCREWS.
130
3AI TEMPERED GLASS
5/8" I.G. GLASS
GLASS TYPE D
SHEET
VERAL NOTES .............
1
DUNG DETAILS ...........
1
BGN PRESSURES.......
2
NFlGUNATIONS_.........
3
iVATIONS....... _..... _.....
I
IT. SECTIONS .............
e
RIL SECTIONS............
GB
A'G-CLIP INSTALL....
0
ITS LIST ........... ...........
10
w
w
m
COMPARATIIiIE ANAL IS:
TABLE 1.
CO MPARATR/E ANALYSIS:
TABLE 3.
>EKTENOEq BILL. 2 I/ HIGH
sEXTENDED BILL, 2IW HIGH
INTERIOR
>SINGLPUSINGLE INTERLOCK
INTERIOR
>Sit LEIDOUBLE INTERLOCK(OUTRIDE)
46
.No pE1NFORCEMENT (BEE SECTIGNB ON SHEET 6)
>FULL REINFORCEME (SEE SECTIONS ON
SHEET B)
46
GLASS TYPES:
GLASS TVPESI 1
B. FTL-3117'0 PTL4277; YIW OR 1/P TEMPERED
G. FTIAH02; 1I4• TEMPERED
D. FTL4 '& FZ M: file' TEMPERED I.G. (&16T. 1/4-SPACE. MlW70
D. FTL42M S MAYS; &B' TEMPERED LO.
(&1B'T, 1/4•SPACE.
&1"
NON. x OVER-ALL DOOR HEIGHT
EXTERIOR
OVER-ALL DOOR
HEIGHT
EXTERIOR
PANEL
oN - F/SING F
S I E/DDI IRI F
o.. ( >
B4• (/^)
DO• p1)
D0 (Bq
woTH SW (B') 64• Do) Or W)
Or
ICI
INTEV RI Oi
E2
R INFOR -ENT NT
IN
REINFORCED
REINFORCED
BI
.65.D
40.8
.mo
-70.0
.".B
-04.0
+w.o
.eD.O
.85.0
+85.0
-127.1
-130.0
.65.0
.BiO
-IM.0
-130.o
.e5.o
Nb.O
-1100
-131.0
166.0
+e6.o
-1M.9
-111.4
24• ('�
DI
+DSO
•107.1
♦iR0
-00.0
+55.0
-Tl.S
105.0
-0i0
BI
.56.0
-02]
.%4
+63.8
- 1.8
449.5
49.5
.85.0
•106.3
+MO
-100.2
.86.0
4D.2
.n1.0
30' �)
O'
.OS.O
-0nB
.66.0
-0B.B
+SL4
-01.4
+68.D
-fie.D
M(4
.80.0
-11fiz
.e6.0
-1 Oe.8
+6fi.D
4G.4
B
13S.o
-72.3
4M.9
SDD
.40.7
43T
.43.1
-0J.1
.e6.0
+03.0
-07.3
4H.5
.85.0
.n1.0
-]J.0
JB• (]g
AS9582
-00z
.fi3.3
ST.3
HDz
4D.2
M.O
-0i1
+45.7
4S7
.41.7
41.7
+M.4
-38A
+G&O
•76.4
.0.0
-75.4
T.V
+65.0
-05.B
D
.05.0-703
2
147.7
47.7
.43.9
43.8
.50.0
-0IA
.810
-BAD
.".0
-71.3
B'180.0+42.0420.3RX+TOz+35.045.0180.0
41C0
100.0
-00.0
.BD.O
410.0
40'(4�
COMPARATIVE ANALYSIS:
TASLS2.
>E)(TENDEO SILL, 2 WZ' HIGH
.3INGLEI8INGLE WTBRLOCK
PPDLL RIBUFOROEMENT (SEE 5ECMON3 ON SHEET 7)
GLASS TYPES:
B. PTL41110; W IW OR 1I4• TEMPERED
D. Mi 341: &W TEMPERED I.O. (118R,1MSPACE.&16•t)
NON.
H
OVERALL DOOR HEIGHT
PANEL
WIDTH
g
a
win
ow py
9S• (80)
24•!2-1
B.01.BSD
-1018
+eSO
-tOD.O
.06.0
423
1ei0
-fl9.T
W (2')
BA
+610
• 6
.e5.o
-83.6
Ha.O
-inB
.e3.0
1 -Tl.l
J8• P°I
B,D
.BiO
-77.4
.65.0
-72.]
.BS.O
-06.7
+Bi.fi
-01.5
42O
5.0
+810
11-063
.W.O1
-SS.3
.59.0
130.8
.64.9
•54.9
4W (4,
0.0
+600
I -50.0
I +M.0
I -60.0
+M-D
1
+50.0
50.0
IDODuer ���
�w if-eaDT-/e
�t -
INTERIOR
46
SEE NOTES 1 e 2
POB.
81LL DEH1071
EXTERIOR HEIGHT PRE99.
SIN /SIN . 21N.2' 1 .060
INTFRI DCK
REINFORCED
INTERIOR NOT
NOTES: - eILL RATED
�1I11unlg7j
I. ILL. EDESIGN ESIGN ESZI SNOTS IN LMTABLESA.3 B WITHMD N THE 2IVYHIGH i
SILL. P061TIVEDESIGN PRE99URE IS LWITED T03fi.3 PSF WITH TNEI &4.6iL ��`�•"•""'7VE•�
J� l:'ucENs4• '...P •:.
NEOATNE PRE95URES ARE UNCIUWGED '�:' ,�
No. SaTos
2. INTERIOR SILL ISDESIGN
WHEREWATERERRESISTANCE IS NOT RESIGNED, IN WHICH
CASEN IN TTVEDESKH THROUGH
FOR TUALSTHECTIVE SVE DESIGN PRESSURE
BHOWNINTABLE8ITHROUGH3FORTHERESPEGTNE612E ��1-'. IS ;T
aRnc DESIGN PRESSURES. NO REINFORCEMENT Py."-`.SomP?;.• v�2.�
�xolm.uAaaon ALUM. SLIDING GLASS ODOR NONdMPACT •�rra�.un Fe
P riam. lZllb f6iPr = NTS a .1B >6T N
S
CODE
TYPES
A
INTERLOCK
IGPIANNEEL
LOCKSTILE
M.,"T
R.X.
B
INTERLOCK
I
INTERLOCK
C
INTNERLOCK
I
ASTRAGAL
p
LIOCKSTILE
I
IRNTERLOCK
E
NTERLOCK
i
C �
R.N.
DDK
LH.
F
IVTERLOX:K
L.H.
WTER OCK
G
LOCKSTILE
DOUBLE
NTERLOCK
H
INTERLOCK
INTEDOUBLE
RLEOCK
INTERLOCK
J
ocKST1LE
STDARD
AS"TqA
LH
K
WTERLOCK
I
LOCNSTNLE
L
ASTRAGALD
INTERLOCK
LJ
L
M
LOCKSTKE
IATST"NRA
NTERLOCK
N
r
INTERLOIX
P
WTNERLOCK
LOCKSTLLE
R
FIXED
L.H.
LOCKSTILE
INTERLOCK
S
FIXED
ASTRAOA2L
UDC KSTILE
T
ASTERRAGAL
LOCKSTILE
U
ASTPAG%
LOCNSTILE
V
FIXED
LOCKGTI E
FIXED
LOiCKSTILE
W
DOLSUS
INTERLOCK I
u
C
I
ABTNRR
Y
FIXED
LOCKSTILE
DOUBLE
INTERLOCK
Z
IACKSTILE
LOCKSTILE
YR
DOUBLE
INTERLOCK
FIXED
LDCKSTILE
GR
IG�
LNTURLOQ I
��
C
LOCIXSTBE
ASTRAGAL
LR
IN ER OC
WR
SA,4QNRn°W
OUBLE
1°NTERLOCK
DS
1GT
°NTFLOCK
y-1
1
INTERLOCK
SD
INTERI-
J
IDNTWEMOCK
P.R O(II Il®
AcmManalnl
CONFIGURATION NOTES:
1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 4W NOMINAL
WIDTH PANEL TYPES IS M 1W.
2 NA%. DLO HEIGHT Dl W
9. DOOR CONFIGURATIONS INOLUOE BY-PASS. POCKET AND ANY
COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN
TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF
THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11
AND 1] OF THIS WA.
E%AMPLE MAXIMUM CONFIGURATIONS:
A EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
B. FIVE PANELS ON FNE TRACKS (SY-PASS)
TRACKS W EXCESS OF THOSE REWIRED FOR STRUCTURAL
DOOR PANELS MAYBE USED FOR SCREENS.
I�pWCf KLVBb�w
�IX ti O . 10
( 4�
*j No. 6070S
A
E
411B MA%GXYLIGHT OPE
7
a.
HT
MAX PANEL WIDTH
p
XXp
'
I�j
JINO FORIB' NOMWN.. ALL CONFIOIAiATION9'
mx
LLIGDAYYHT
OPFNNG HT
98' ROM. MAX PANEL WIDTH
I
i
OLO
DLO
W DTH
IB• ROM. AINJ. PANEL W IOTYI
4S'NOM.MAX.PANELWIDTH -I
OXO
OXXO
or XXXX
BP
BB•
MAL
HT.
MAX
HT.
TYP.
I
1
1
4B'NOM. MAX PANEL WIDTH
98•NON. MAX. PANEL WIOTH I
-
Xn or oX OX
or XO
OXXXO or
OXXXo
NOTES:
1. SEE SHEET 3 FOR PANEL TYPES.
3. DLO WIDTH = NOMINAL MOTH-3 Tb'
3. OLD HEIGHT =DOOR HEIGHT-4 MP
9131C 98•
MAX M
DAYLIGHT HT.
OPENNPENWG
*: N. W"
LM emvb aawr:e AonrdaiJw WIMr Beu. at»veoo NT3 � • 1B lft% N Pu eNM
212 1 r -1 r
2167u u
(5 TRACK HEAD& SILL SHO 211
21
EXAMPLE MULTI —PART EXTERIOR FRAME
r—INT.
n
g� MNLHemw ALL
NOTE'
INAK.1
SILL
VERTICAL SECT.
STANDARD SILL
EXTENDED SILL
212 r 1 r -1
Lu u
I
31 (5 — TRACK HEAD & SILL SHO
J�
215 21
EXAMPLE MULTI —PART INTERIOR FRAME
EX F
VERTICAL SECT,
INTERIOR SILL
�u;nvvl V41Gp'Bron eom(m 12 b � IE
fYODVCf�LVIQD
��WpyMI\�YIYAY
No. 58>05
SECT. B$ Y SECT. CC
i
X
9 pR f06
SECT. A —A fos pft s
MOVABLE INTERLOCK
AT P—HOOK SECT. 8—
MOVABLE SINGLE/SINGLE INTERLOCK
]6 AND ]7 O OR 106
O O
O O AIR SPACER
TYP.ALL SELTIONB
x
SECT. D—D
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
PPPPERE, rmvrr aunorr,ae erase .arovisawie
rx' soc+a eawce rwe raer .a ern ran
�. rnmainwa va
SECT. DO SECT. E£
INTERIOR
\I 'I 6ECnON61
EXTERIOR
(TABLE 1. SHT. 2 DESIGN PRESSURES)
SECT, C—
LOCKSTILE AT ASTRA A
Z( OR Y Q OR a
SECT. E—E
lOCKSTILE AT JAMB
E
SECT. A# — _ SECT. H-11 SECT. E.E
4 INTERIOR
1 0 1 (ALL SECTIONS)
/ — EXTERIOR
SECT. F- SECT. G-0
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
n �11
1=11
V
fi OR fOs
11
SECT. A —A
MOVABLE INTERLOCK 1G6 °R s
AT P—HOOK SECT. F—F
MOVABLE SINGLE/SINGLE INTERLOCK
76 ARD 7] 6 OR 8
O O O
O O AIRSPACER.
TYP. ALL SECTIONS
X
♦6
SECT. H—H
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
SECT. G—G
LOCKSTILE AT ASTRAGAL
OR O Q OR 0
SECT. E—E
LOCKSTILE AT JAMB
Wti� pfe ./o
I111111111
'VGQNSE'
N. W..
u rmam u nawlaETwa aaer liamivaame ALUM. SLIDING GLASS 000NON-fMPACT ��NAI-•••••
T� avrle N Naw'rnlwry vnray Bnw r wL»wunlaR.vs
u I e®a® 1R ) • 16 _ lrtl N ve. selm
r
SECT. AA - _ _ SECT. 1J. SECT. E-E
I 4 INTERIOR
v\u sEcnoRs)
— _ — 7 EXTERIOR
SECT. 1-I � SECT. GC
SING1417/00UBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES)
iR
irlio-MR-917p
2 OR a� L
• - ®•'34
AT .••. SECT. 1-1
„• •• C •
01
O 46
• • •
• • I \- �� 5
®•_
SECT. J—
• TO MOVABLE-
F4
SECT G—G
LOCKSTILE AT ASTRAGAL
x OR O Q OR a
SECT. E—E "�` R•.omos
LOCKSTILE AT JAMB-�`•..-y'��
. 18 I 757 I N I e. •rwi r<60 or.e.
(I) FIXED PANEL BRACI(JETS NBTALLED
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB
7B 03 114--
\ INSTALL W/
O10X1' 3Y
SMS (3)
(1) TRACK CLIP ASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE ,,KOCK
POSITION TO SECURE THE ACTIVE PANEL TO
IT'S RESPECTIVE SILL TRACK
I\
66
/ B
68
OPERABLE PANELS
(1J FI%ED PANEL CLW (fOPJ INSTAILFD ON
EACH FI%ED PANELA THE INTERLOCK POSITION
TO ATTACH FIXED PANNEEL TO FRAME HEAD
11
� INSTALL W/11Da1'8MS (4)
JB HE -INSTALL HOLYP
PANEL SCREWB (2)
B)]
INSTALL WI Oifti- SMS (4)
/ REAMEETALL 1WM
�PANELSCREW(1)
(1) FIXED PANEL CLIP (BOTTOM) ME
ON EACH FIXED PANEL AT THE ]WE
TO ATTACH FIXED PANEL TO FRAME
FIXED PANELS
No. 50705
{.Y 60r10 N rIMNOE 6N! YAppfNA ..�...... �.711, �, .. ...� . �r��.. - •.
L NOIlO1C{R WN VLi5y 6�,w �~ ALGWILSYEM1�A2.
0SRN0 12 B � iB )QT N r.eAmrm
T<II11
PADT q
DD CRnPT X
P41ri
DIIN
PARTN
D®CRI ON jpCDI
1
708 ILOCKSTHR
MONOISLNIC
69362
62
322
COlONfAL QSI4SB(.T[ON
416
2
LATCH ASSFS'IDLY
7[ACK
63
17A
APPII®COIONIALMUNTIN
66611
7
I
LATCH ASSPAIHLY UMM
7DUMY
64
1240
1/16XIPIATBAR
68MM2
4
I
MIO-32X 1.23 PH.FL. MS i
71114K
66
754
TRACK CLIP GLMR
41754B/W
6
7O3
ONI'FR3ACIC SITJ. MONOIll'1IIC
6949P
67
7M
TRACK CLIP COVHt
6756B/W
7
1119 INIOX.75OPH.PN.SMS-6.5.
]9134X
68
06X3/8PPSM$ I"SS
76X38PPAX
P
m
A
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0702
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�B
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2-TRACK
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y'
TABLr
♦.
NOTES:
1l 1)IW ELCO ULT
I,) tH' ELCO ULTRACON 2) tN• ELCO SSK METE -FLEX S) 612 STEEL SCREW (CAS)
2:GLASSTYPES: B-S VTEMPERED C-IWTEMPERED D-& TEMPEREDLG.
S
C OR
EUK
JAMB
P-HOOK
yINTERLOCK AND REWFORCEMENTI(EY:
SSN- SINGLEISINGLE WITH NO REINFORCEMENT.
SSR-SINGLE/SINGLE WITH FULL REINFORCEMENT.
f�j$
fjjf
pQSo
f�]$
ljj�
NO
I N
`?
R
1?
I?
4:/WCNOR QUANTITIES EASED ON THE FOLLOWING BPACtNO:
tJAMBS AND P-HOOKS SPACING -S' MAX FROM CORNERS AND 28-MA%. D.C.
I
5
15151
5
I 8
f -w
-Er
iG
-$
-c
6
HEAD AND SILL SPACING -W M . FROM CORNERS AND 22 SHS• MAX O.C.
E: INSTALL PER ANCHOR QUANTITIES OF TABLE {. USING THE DIMENSIONAL
I" ld
TO
-B
B
O
1 CWW A TEROF NOTE 4, HEAD AND SML CLUSTER ANCHORS REQUIRED AT
1 10
.-
10
._.
S
. S-
ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTNE TRACK
SECTIONS. SEE SHEET 16 FOR POTEMWLANCHOR LOCATIONS WITHIN HEAD.
SILL AND 18 TRACK SECTIONS.
0 10
D 1
{O
9
.�-
-$..
6 0I'd1
S
3
,B'MAX
ANCHOR MAC%
LOCAT ON,
,
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B
0 Told
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0 70
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ASTRAGAL OR vlmoucrlutvesD
INTERLOCK TYP. ... ._._..___...�
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- -
1. S'
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a
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.8
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'
OL TIDN
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& FROM
O.C.
CORNERHEAD
S.WI M O.C.AFIO
AT EACH ASTRAGAL V INTERLOM
AT EACH ASTRA0 OR
JAMBSSP-ND2W-B• FROM
O.0
CORNER9 AND 2B' MAX O.C.
TOTAL AT HEAD - W ANCHORS
TOTAL AT SILL W ANCHORS
TOTAL AT JAMB- 8ANCHORS
TOTALATP-HOOK- SANCHORS
�6'MAX Y2 d1B'NNC O.C. H.M.-L CLUSTER LOCATION TYP.
IB• NOM MAX SEE C<. CB OR CB CLUSTER DETAILS
t 8'MAX -
MN(.
[B) ANCHOR p.l A4>ER - CB
la'NAX
B'
0' MIN.
fi l ANCHOR a.1 ASTER - L-S
CLUSTER DETAILS
m
No.5aiO3
Ii+�l �e� w ���R� I,yi��sy � /LLUM, SLIU/NV GLAJJ UVUK, NVIW/MYA(:I
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3
r
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m
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w
m
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CONCRETE ANCHOR 3.4 KSI MIN. CONC. ® 1'MIN.E
131C MIN. �-1 SEE NOTE 1
1 ( ) t RETAIN, E.D. (2 t(1 FOR
�CRETEFLFJO, TYP. (1) (EXTERIOR)
1' MIN. EO.,
WOOD ANCHOR TYP. (2) ® Lif ,! �— !:)•e tt o-..::
NOTE 1.
(SEE NO 1) tA&1 tK IEENOT 2) — �i N�
O.C. (SEE NOTE 2) T
2A WOOD
(SEE NOTE 2)
ALUMINUM MULL ANCHORAGE
APPLICABLE TO HEAD OR JAMBS
US AL MIN.
(EXTERIOR)
B063-i6
I (EXTERIOR) �tBBT� �1M'MAX SHIM I V ' �11d'MAX SHIM 6126M3
ISEE NO O.(1 ! \` WOOD ANCHOR
(sEE NOTE 2) DETAIL-C DETAIL -D (SEE NOTE 1) DETAIL -J
I (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS
DETAIL
1. FOR CONCRETE INSTALUITIONS W MIAMI-DADE COUNTY, USE ONLY MU ADE COUNTY APPROVED EL(
SEE OTE t.
+I
CRETE-FLEX EMBEDDED 1 JH' MIN. THE MINIMUM DISTANCE FROM CENTER OFANCHOR TO CONCRETE 1
1.6 KSI MIN. CMU
CMU). FOR WOOD INSTALLATIONS USE 912 SCREWS OR ELM 1l4' SS4 CRETE-FLEX ANCHORS EMSEDDE
I-
RMIN.
2 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS I£
{
ii�' �3.4 KSI CONC.
DEPICTED AS a ARE 11WTHICKORGREATER. INSTALLATION TOTHE SUBSTRATE OFWOOD BUCKS TO
�.%.
APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W63-TT, AND A MIN
_
STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPMRT TO THE DOOR FRAME SIMILAR T
CONCRETE
N4>t1
O.C. ®
ABOVEFOR2KWOODBUCKS. THE ANCHOR SHALL BE A912 SHEET METAL SCREW WITH FULL ENGAGEM
THESE
ANCHOR
IF CRITERIAARE NET THE PRESSURES AND ANCHORAGE SPACNG FOR 0126CHEW6 SHOWN WT
(SEE NOTi1)
13M'MIMED.
i`` (2 IX FOR
4. IF SILL M TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL LS NOT REQUIRED. IF USED, NON -SHRINK
NOKMETALLIC GROUT (331M1 PSI MIN. (DONE BY C D ERS) MUST FULLY SUPPORT THE ENTIRE LENGTH C
�• CRETEFLEXORCMU)
THAT IS NOTTIGHTTO THE SUBSTRATE, ANDTRANSFER SHEAR LOAD TO SUBSTRATE. WSUBSTRATEIS
1. WOOD
3DY FELT PAPER OR MASTIC IS REWIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPRO\
(SEE NOTE 2)
(EXTERIOR)
T.n,P (2)
THEAUTHORITYHAVNGJURISOICTION.
DETAIL-E 1l4'MAX
1Zfl7O.C. (SEE NOTE 6)
3.4 KSI MIN. CONC. Ir t. WOOD DUCK,(SEE NOTE 2)
1 -- 1—MOTE 1.
1. —1 WHO ANCH(
(SEE NOTE
DETAIL —G DETAIL —H DETAIL — I
TYPICAL POCKET P—HOOK INSTALLATIONS
P.6 /pfi®
MW46AK l{VI
WOODANCHOR I
(SEE NOTE 1)
(EXTERIOR)
TYP: (2) ®
2A WOOD
DETAIL-13 (SEE NOTE 2)
WOOD
iE NOTE 2)
1/4• MAX
1.B8/ O
C. -ham (SEE NOTE 4)
I
(EMERIORI
...i'.I `^:)
F
:• C 1/ NOTE 1.
CONCRETE ANGE
FOR CR )
(SEE NOTE I)
1)
.4 KSI%), IN. C
3.4 KSI MIN. CONC.
DETAIL -A
TYPICAL FRAME
SILL INSTALLATIONS
nvmlAereevneo
+rAt`r.1A Ib HnIAY
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, Ea. 611735
,.6B
I
ANCHOR LOCATION, TYP. J
I
NOTES ON POTENTIAL ANCHOR LOCATgNS' I Y G
T. ANCHOR CLUSTERAND QUANfR INFORMATION FROM TABLE 4.
6HEET 14. APPLIES AB THE MINIMUM REQUIREMENT FORALL
TRACK OONFIGURATIO,48. ANCHORS MAY BE STAGGERED WITHIN
TRACK BECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CWSTER6 MUST BE LOCATED IN THE TRACK ON WHICH A6TRAOAL
AND/OR IN BLOCKS ARE POSITIONED WHEN T DOOR(S)ARE IN
THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER
DIMENBIDNS FOR ANCHORS ARE,.W-AT HEAD AND SILL AND
1.68' FOR GAMBB
7 6
5 4
3
2
7 L
1.68
g MW.
D.C.
5
4
3
2
spy
Z. EMBEDMENT DISTANCES SHOWN FOR AF�11�
AND 2
SSHEET16 AREALSO APPLGTO ALL MULTI
TRAK.sECnDNe. 1 n
3 pp��
o o o I Y 4
4i
HEAD/SILL EXTERIOR .�`rl s^I ii srl a1r—I--�TI°r Y 6
i 7
b '. E s.i 4 a.l H �i V z��—�—VT �u
IN.O. .
IwugM1MfN
JAMB EXTERIOR
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