HomeMy WebLinkAboutNOAMIAMI•C►ADE SCey
® �f Lucie counIle
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries Inc.
1070 Technology Drive,
rdIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida33175-2474
T (786) 315-2590 F (786) 315-2599 ItECCIVED
—UCT I' 2 ma
Perml
sDepartme
North Venice, FL 34275 a Lnt
ucle county
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or 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
DESCRIPTION: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo
RCIIIIVI UVAAIULLJ* --..
uu ll� , "DsNIact"g
sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and
sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as
applicable are required.
Limitations: 1. Use of Table 1, requires No reinforcements per sheet 6.
2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing.
3. Egress operable doors must comply with min clear width per FBC, as applicable.
4. Mar''/4" 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.
This NOA renews NOA # 17-0420.05 and consists of this page 1 and evidence pages E-1 & E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-0207.05
MIAMI•DADE COUNTY �/` Expiration Date: May 22, 2019
Approval Date: April 19, 2018
Page I
6v
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
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 1 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 /#11-1018.11 / # 08-0213.03)
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 (51h 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(51h 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.
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No.757_Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16,
prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E.
SSG . LUa+�
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No. 18-0207.05
Expiration Date: May 22, 2019
Approval Date: April 19, 2018
E- 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Previous Evidence submitted (continue)
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17, complying with FBC-217 (6" Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTMS-1300-02, -04 &-09.
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(5a' edition) & FBC 2017(60' Edition) & letter of
no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 15-0609.10, expiring May 22, 2018.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of
16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by
Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17, complying with FBC-217 (611 Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
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(5a' edition) & FBC 2017(66' Edition) & letter of
no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E.
2. E-mail statement letter dated APRIL 10, 2018 from PGT Industries, Inc, for one year renewal
request, subjected to successful verification test, signed by Lynn Miller, P.E., Manager.
G. OTHER
1. This NOA conditionally renews NOA # 17-0207.05 for one year, expiring May 22,I2019.
IshAq 1. Chanda, P.E.
Product Control Examiner
NOA No.18-0207.05
Expiration Date: May 22, 2019
Approval Date: April 19, 2018
E- 2
SERIES 2500 NON -IMPACT RESISTANT
SLIDING GLASS DOOR
1. GLAZING OPTIONS_ _ -- .nor oconaTs PTL-3116. FTL3117, FTL-4277 AND FTL-W95.
D. SB' INSULATED GLASS (LG.); (2) LITES OF
3. DESIGN PRESSURES: SEE TAULtJ 1-4 wn ar.«I
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTIR E
1300
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES
ASTM E 1300. THAN
40 PSF NOT APPLICABLE IN DC DESIGN PRESSURES OF LESS . DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, SDI-0ADE COUNTY.
4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 1446.
5. IDADE COUNTY RESISTANCE SAPPROVED
SHUTTE
RS ARE REQUIRED IN MIAMI4)ADE COUNTY AND
WHEREI
6. INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD
SEAM SEALER.
7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL-3596, FR-0273, HTL42
FTL a277, F71.4278E CO ULTRACON AND CRETEFUFX OAS
,ANSVAF&PA NDS FOR WOOD CONSTRUCTION
,ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9. GLAZING VINYL SPECIFICATIONS (ITEMS 35.37, & 131}
A. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM
PLASTICS, INC.
8. HARDNESS: 70 SHORE A
C. SPECIFIC GRAVITY: 1.43
D. TENSILE STRENGTH: 1450 PSI 11
E. ULTIMATE ELONGATION: 380%
F. MODULUS @ 10G % ELONGATION1590 PSI
G. TEAR STRENGTH: 210 LBIIN
10. METAL SUBSTRATE TO MEET MIN.
ME
NTS PER ND THICKNESS RENT FLORIDA NG 39 QUIRE-36 40 114E
CODE AND TO BE REVIEWED BY THE TEMPERED TEMPERED
AUTHORITY HAVING JURISDICTION. GLASS,
GLASS
SLAZING DETAILS............
1
DESIGN PRESSURES.......
2
CONFIGURATIONS...........
3
ELEVATIONS........... .... .....
. 4
VERT. SECTIONS .............
6
HOR17 SECTIONS............
6-8
.X- & -O' CLIP INSTALL....
9
PARTS LIST .......................
10
3fB' GLASS BITE
whorT pe
Frame
sub9mte
cad Sil
oMrete (mm. 2.85 77
lieFICo
Peek
Concrete (min, 285 ka1)
U11mcon9
Jamb
Hdlow Bleak (ASTM C90)
P4x1ak
Cm Ja (min. 3.35 ks
' 410 SS Elco
Jamb
Mdbvr Black (ASTM C90)
CreleF@le
HeadISIII
F.Iwk
SaBOem Pis (SG - 0,55)
37012 Steel'
/O11 Saul606 3.75 hem Pis(So =0.55)1
Ml,. Edge I Min. O.C. I Embedment or
DESIGN PRESSVRE RATIND IE!PACT MTINO
bli-
edel Min. Fr Min. F„ SEE TABl-E 1.2 B 3CN NOT RATEDPofl F11591E
S, m2 IMPwCi RESISTANCE
Ge 92 ks1 120 ks1
raCml) 155 ks1 177 ka1 coDESISTANOAR05 usED:
GeleFlex® 127.4 kei 1B9.7 ksi x2Dt7 FLORIOA 6UILDINOCOOE (FBC). aTH EDOION
Aluminum t6ksi 22 ka1 xpSTA EOR1I�OA�aUILDiNG000E (TDC).5TH [DIDON
•�UM NUM O 91 GAWJUAL. ADMO SSTRUCTION
•AISI5100.12
•NBC ]60.1a
3116" MONOLITHIC GLASS 114" MONOLITHIC GLASS
GLASS TYPE S GLASS TYPE C
'"Ouci
NBNkww
r e••dTh •IM ^<�'*
BdLLvBC 4<
518' w«<w•n N• 16
-gaS
I'AR SPACE
e,ptnrt®ws �Z•t 2cl`7
111 B7 I— i �....r, MI.uJpNr 'md•<t
TEMPERED I� raooucrxrv.seo
GLASS {IIIf1 O 3116'TEMPERED x•awalNx WklN ikwb< k..wn cm<
130 GLASS
I:rvvBw pmum. ,o
318' GLASS BITE rim, Pmd,nr:wa
518' I.G. GLASS
GLASS TYPE D
No 58705
CDT7.pFAViN27 11 v+ we o�<v� I O I ^
��Rffi,� LJ s ttwasao NT3 f fe I57 r.Ep
FI
24'
36°
IPARATIVE ANALYSIS:
TABLE I.
14
......
,EXTENDED SILL, 2112" HIGH
ENDED SILL, 2 112' HIGH
INTERIOR
,SINOLEIDOUBLE INTETDACK,OUTSIDE)
GLEISINGLE INTERLOCK
REINFORCEMENT (SEE SECTIONS ON SHEET 8)
REINFORCEMENT (SEE SECTIONS ON SHEEP B)
,FULL
GLASS TYPES: ,
IS TYPES:
_
C. PTL.3102; 114' TEMPERED
°
L1
D. FTL-0273 d FTL-0275; 518. TEMPERED I.G. (31167, 1/4'SPACE, 3
L4280 d FTL-0285; SIg' TEMPERED I.G. (W167 114'SPACE, 3l18'1)
EXTERIOR
NOM. y OVER-ALL DOOR HEIGHT
NA
�) B0° (,�)
80' (8�
SINGLEISINGLE
PANEL BO' (6{) 84' (7°) 90' Q°)
g
WIDTH (7
96°
TH
INTERLOCK
NO
REINFORCEMENTD
C
+65.0
-127.1
+65.0
-120.0
+65.0
-110.8
+65.0
211 B
W8.6S.0"
-70.0
+84.8
.64.8
+60.0
-60.0
24°(2°)
D
+65.0
-130.0
+fi5.0
-130.0
+65.0
-120.0
-85.0
-80.0
+65.0
-73.6
+85.0
4;8.8
30' (2°)
C
_
+65.0
.,,. „
-10fi.3
.. n "
+6fi.0
.ec n
-100.2
_mat
+fi5.0
+es.0
-92.2
-99.8
465.0
+65.0
- B
-58.4
+53.8
53.6
+49.8
-09.8
SILL, 211Z' HIGH
ON SHEET T)
FTL-3116; 311T OR 1/4' TEMPERED
FTL4341: SIW TEMPERED I.G. (3116-T.1/4-SPACE,3116-T)
Owl w OVERiLLL DOOR HEIGHT
,NEL g r 80" I6{I 84" 0°) BD- Ve) I 96°
qg
INTE
� 45
EXTERIOR
SINGLEIDOUBLE
INTERLOCK
REINFORCED
INTERIOR 46
PWDUCT 9YRIPMID
u+ea<041QMm m+M1<1dx
�
�
i6
PnNln{We r
An<ynov xe O
Dsb )9
.-
-
SEE NOTES
1 d 2
POS.
EIIAnItca
SILL
DESIGN
EXTERIOR
HEIGHT
ON.)
PRESS.
(PSF)
790ouc rnc"l
SINGLE/SINGLE
21Y2'
+65.0
v <wuN7bt w46 +!+ ik,1R<
An<w++«x" a-PgzaOi
INTERLOCK
134°
+35.3
F &.V aw.- o IS
REINFORCED
S6L
NOT
RATED
NOES:
1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2' HIGH
WITH THE 1314-SILL.
��(�,�
SILL. POSITIVE DESIGN PRESSURE IS LIMITED T035.3 PSF
�.�`t��••VOENyf
'•.P
NEGATIVE PRESSURES ARE UNCHANGED•
-
2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED. IN WHICH
No.58705
CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE,
SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE.
N=a+ua -_
916<GI16m
ALUM SLIDING GLASS DOOR NON -IMPACT ",,"ONAL
¢M.OFAUIH/1DffU +.u+ue n ALYNN1P.0
�r�baa°a.'c s0ozsa0 I NTS 2 + 16 _ 757 O PM705
En se705
CODE
PANEL TYPES
CONFIGURATION NOTES:
CODE
PANEL TYPES
1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48' NOMINAL
WITH PANEL TYPES IS 44116'.
FUND
A
R.H.
LOCKSTILE
R
LOCKSTILE INTERLOCK
INTERLOCK
2. MAX. DLO HEIGHT =91 314'.
3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY
THEREOF (LIMITED TO EIGHT PANELS AND
R.H. R.M.
S
FIXED
LOCKSTILE
STANT4DARD
ASTMGAL
B
NTERLOCK INTERLOCK
COMBINATION
ARE MADE
SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS
UP OF THE APPROVED FRAME COMPONENTS SHOWN ON
SHEETS 12 AND 13 OF THIS NOA.
T
SE
ASTRARGAL
FIXED
LOCKSTILE
C
�
R.H.
REVERSE
ASTRAGAL
INTERLOCK
EXAMPLE MAXIMUM CONFIGURATIONS:
A EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
D
LOCKSTILE
'�
R.H.
INTERLOCK
U
REVERSE
ASTRAGAL
LOCKSTILE
B, FIVE PANELS ON FIVE TRACKS (BY-PASS)
Y
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
DOOR PANELS MAY BE USED FOR SCREENS.
V
FIXED FIXED
LOCKSTILE
LH.
R.H.
E
INTERLOCK
INTERLOCK
LOCKSTILE
CC�
`
F
LT L'H'
INTERLOCK
W
INTERLOCK
��C�LLLL--
A97RDAGALD
NTERLOCK
DOUBLE
Y
FIXED
LOCKSTILE
DOUBLE
INTERLOCK
G
LOCKSTILE
INTERLOCK
Z
LOCKSTILE LOCKSTILE
R.H.
INTERLOCK
H
INTERLOCK
YR
DOUBLE FIXED
INTERLOCK LOCKSTILE
DOUBLET
INTERLOCK I
y—��
4-1 I
DOUBLE
INTERLOCK
f ucl fix9v➢s
.00ptq "�idaSlaOi
� I�Ozp�•O$
STANDARD
GR
DOUBLE
INTERLOCK Q LOCKSTILE
J
LOCKSTILE J�I
C
.".
e..N,.n..orr179
1�
bT�....-
�I --��^I
R.H.
{�
L.H. � LOCKSTILE
INTERLOCK
LR
ASTRAGAL
F—�
iiiJJJ
INTERLOCK
Mt000Ei XEYISBO
L.H.
STANDARD
WR
STANDARD
DOUBLE
INTERLOCK
L
INTERLOCK
ASTRAGAL
ASTRAGAL
u.wi°Mcaw.wLMibNl.
J
�.p.... nal�-o4zo•�Y
1RL,f0^i PTO•
R.H.
M
LOCKSTILE �� INTERLOCK
DS
INTERLOCK
INTERLOCK
krDOUBLE
�4�
.pNYLYNIy ..•,
�• 1�' tI�EN9p
SD
H DOUBLE INTERLOCK
N
STANDARD
ASTRAGAL
L.H.L
INTERLOCKINTERLOCK:
* : No. wm
*
P
R.H.
FIXED
LOCKSTILE
_
INTERLOCK
IOMT�LWiS
', d`s'••.`,Tomoy:
..�e..
PANEL TYPES
l.mlwo
arAunt asTs
ALUM. SLIDING
GLASS DOOR, NON -IMPACT 'S;�NAL ENG`
... w.,. .. tiLve+1GL141LbJL
cirrE
,�
JR
Of0Y1T
0
nOfJ4VIGE5 illl5 SIQET.
, >*�
soortipo NTS
3 +/6 757 0 PEAUM
48' NOM. MAX. PANEL WIDTH
48' NOM. MAX. PANEL WIDTH
U
86'
i
MAX
39'
HT.
TYP.
48'
NOM. MA;
Xp or pX
44 118-MAX. DAYLIGHT OPENING FOR 48' NOMINAL, ALL CONFIGURATIONS
. PANEL WIDTH �—�
OX or XO
1531
DAYLK
0
OPEN
6
-
48- NOM. RAX. PANEL WIDTH—h—I
pXXXO or OXXXp
DLO
HT.
LW6T
48' NOM. MAX. PANEL WIDIH —I^I
OXXO or XXXX
80'
HT MAX'
V
NOTES:
1. SEE SHEET 3 FOR PANEL TYPES.
2. DLO WIDTH = NOMINAL WIDTH - 3 718-
3. DLO HEIGHT - DOOR HEIGHT-4 114-
88'
�7781
3/4' 98
OPEN G MA
H7
MAX.
HT
1
48- NOM. MAX. PANEL WIDI H -7�
pXXXO or OXXXp
CFRT.OFAURl4i➢]:! II I I C-I� I .. __ _..-_ N4
TS 4 a 16 757
PRODUCT "Nw"
eeemwnc R PlvHop
ftivv AmVy °` pp, Ig-0�,7-OS
8eyaeu I'i
c4T��
MODKt REVJ5
mamvBhrin,4 iFnn.
kL
ew,um�CNe
A.uepinrc na 19-AV Jn.Oj
C• Wwin 0.1eT1 � ��1`4
NJI PRa.RlCwbd
* : u No. 5e705 '.
per., srA F
215 (5. TRACK HEAD B SILL SHOWN) 271 214
EXAMPLE MULTI -PART EXTERIOR FRAME
MAX.
HEIGHT
ALL
CONFIG.
r.
v
2f2 � L�
218 (5-TRACK HEAD &SILL SHOWN) 2!1 74
EXAMPLE MULTI -PART INTERIOR FRAME
INT. E%T- 1111 1111 INT
NOTE: ITEM 74,
INTERIOR SILLIS IfaWUCif�LNbv
NOTAPPROVED u .o.tx'.r.,b
WHEREWATER Aatul+5� 1 2 7Or
INFILTRATION IS
76 EXTERIOR
REQUIRED.
�T
maottc r RRezVMmY-McBD•:•
® otro�rW1�Li4iNew
2 W2.
O 8 n AMYn�C.bQ1 O ]u•Ui
wN�P�e� lkS
I74
IAGP1f,�
NOTE: 72 VERTICAL SECT. I = + HO 58703
MAX. DP W/ 1 3/4* n VERTICAL SECT.
SILL-+35.3PSF VERTICAL SECT. EXTENDED SILL INTERIOR SILL ='0 - y /r
STANDARD SILL -poi•.. ST
I F -'•. L0RlOP.
LERT.OFAUSIIIJat[B
77U 112 1 5 - 16 757
SECT. DD SECT. E-E
SECT. A-AINTERIOR
ALL SECTIONS)
------r- I E)CrERIOR
SECT. &B SECT. C-C
SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1. SHT. 2 DESIGN PRESSURES)
69 24 DR 127
OR 161
OR 166 X I I ---
SECT. A -A 166 OR e
MOVABLE INTERLOCK
AT P-HOOK SECT. B-B
MOVABLE SINGLE/SINGLE INTERLOCK
A76%*776 AIR SPACER.TYP. ALL SECTIONS
SECT. D-D
FIXED TO MOVABLE SINGLEISINGLE INTERLOCK
cmt.orumi.a�
XORO
X
SECT. C-C
LOCKSTILE AT ASTRAGAL
wroaun etatfv6a
m �,a+v.a/smv+wt,
X OR 0 \ J OR�.-
T,711D
LOCKSTILE AT JAMB
6 • 16 1 757
* _ N.. 58705 ..
SECT. H-H -�- SECT. E-E�l `
SECT. A -A �� \ 41NTERIOR
` \ (ALL SECTIONS1
— — — - - ---- - -- D D -- —a— EXTERIOR
SECT. F•F SECT. G-G
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
46 Y4 OR 8
Im
1 B 1 OR 8
SECT. A -A
MOVABLE INTERLOCK
AT P-HOOK
X
x X OR O — � L foe OR B SECT. G-G
LOCKSTILE AT ASTRAGAL
SECT. F-F
MOVABLE SINGLE/SINGLE INTERLOCK
78 AND77 B OR 106 X OR O O OR f01
O q0 0
0 0 AIR SPACER.
TYP. ALL SECTIONS USED ONLY
X FIXED PM
SECT. H-H SECT. E-E
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB
L ..WAUM2
sDDaaD 12 1 7 + 16
2-
x
PRODUCT RiR6YY�
y mvpl.P.�m b'.NMdn
rweaucm.
*: _No. 58M5
,nnun.•-
A LYMI HILLER PE
P.E/ 38105
SECT. JJ - SECT. E-E `
SECT. A -A INTERIOR
(ALL SECTIONS)
---� - — ----- - -- (—o� — —+-- EXTERIOR
SECT. 1-1 SECT. G-G -
SINGLEIDOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES)
d 24 OR 8
U OR 8
SECT. A -A
MOVABLE INTERLOCK
AT P-HOOK
X XORO
OOR ffi4
SECT. 1-1
MOVABLE SINGLE/DOUBLE INTERLOCK
OR
O
SECT. J-J
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
fofotErawouwh'mwl
N.Y£NK{EL NS10
(9[f1Ye0f�
CHiI.OFAUffL IPJiitl
0
NOLWWOES MIS SHEET
bl
..
bi'
...mm
PoIWIEWLi I2
/1LPob11lNESfIf,Fb
SECT. G-G
LOCKSTILE AT ASTRAGAL
XOR0
USED 0
FIXED
X
'aoaecibslrvx�
L[[�IY�PI616k MIL
8blOtleCwlb
Artgrtacn Nb�70f
e[nlnnml BaN�- y� l°O11
OR
SECT. E-E
LOCKSTILE AT JAMB
SGO15ro 1112 I 8 ✓ 16 I 757
2 * ? No. 68705
•ghllll�•�
0. LYNN M6 qE.
P.E.958106
(2) FIXED PANEL BRACKETS INSTALLED
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB /
I%Wl'
8INSTAL 81ox1"
SMS(2)
0I „X.,
x.
(ONE CH ACK CIP ASSEMBLY INSTALLED
TIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
OPERABLE PANELS
ImmTm4l) WrORM
N.V ZELMM
1Bf1J4YffW
CE KWAIIIHIAt99
(1) FIXED PANEL CLIP (TOP) INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
INSTALL W/81oX1'SMS(4)
76 _ RE•INSTALL810x 314'
PANEL SCREWS (2)
3 1l4'T
1 n
INSTALL W/ 810x1' SMS (4)
REINSTALL 114.20
f�PANEL SCREW (1)
T
(1) FIXED PANEL CLIP (BOTTOM) INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL
FIXED PANELS
PRmcimmll��C{{LpptLRN6li
At . N 07p7o)
e+deernn one a.119
BY I (s�,S_
_
6Ln64A
wooucruEvl,� y
¢•+�
xsewo•
wwwA Cd. c 2
Ekk•Ii,.tlM P,
IWL�1 irVF(jcaed
* : No. 5S705
<
SiTEgOF�•'
rrbs�ONAL1Ep�..`.
IP & FIXED CLIPS INSTALLATION
71NG GLASS DOOR, NON -IMPACT
P.qw
A. LYNN LMLER. P.E.
12
8 ✓ 18
757
O
P.E.05510
J
," I ILE, MONOLITHIC
PGIM
fm
iTF11I
PAR'[8
DESCRIPTION
PGTH
ITEMS45, 10. 14.16.22. 25,
a. 5032,34.35.38.41. 54 9 89, 47,
91-`0510657,112-114
116-120,1221Q 112-114.
11sa2o, lzz-129, 1az,103,
105200, 205.2W, 21s, 221.
223 a 224 ARE NOT USED
AND ARE NOT PART OF
THIS APPROVAL.
69362
62
522
COLONIAL INT'FR I=ION
46631
63
124
APPLIED COLONIAL MUNTIN
66631
TCH ASSEMBLY .00K
7LOCK
64
1240
1116X IFLATBAR
69926T52
ILHASSENIBLY UMA
7DUMY
66
67
68
754
756
TRACK CLII'GUIDE
TRACK CLIP COVER
tIUL)KbIPSMS 18-B SSI
41754B/W
6756B/W
76X3HPPAX
WDE4CRIPIION
0-32 X 125 PH. FL. MS (LATCI-I)
7l I14K
IERLOCK STD.. D•fONOLTI MC
69409
0 X.750 PH. PN. SIAfS -S.S.
7S134X
69
740
HOOKSTRIP (P-HOOK)
63713
-20 X 1.125 PH. PN. MS
7142OX118PPMSX
70
722A
HIGH-RISETRACKADAPTER
69371
9
STP, .187X320-PILE
6FETK
71
702
2-TRACKHEAD
68179
II
706
TOP RAIL, MONOLITHIC
68172
72
703B
2-TRACK IXTEUORSB•L
670311
12
1281
WSTP,.l 87 X.290 FIN SEAL
61281W
73
704
2-TRACKJAMB
68I80
13
7DB
TOP PANE. GUIDE 141WI
74
639
2-TRACKINTFRIOR SILL
G8275
15
707C
BOTTOM RAIL,MONOIITHIC
68173
76
717
FLYFDPANELCLfP TOP
71A 13A
17
726
BOTTOM PANEL GUIDE 141WL
77
71713
FLUID FA CLIP BOTTOM
7717F'PCA
18
661
SINGLEROLLFItASSY.
7SRAZ
78
646
FDi®PANFI-BRACKET
41814
19
661
SINGLEROLLERASSY.-S.S.
7SRAX
90
1136
06X 11A PP SMS
76XI2A
20
663
TANDEvf ROLLER ASSY.
7683Z
101
736
[OCK57 1.0 GLASS
60393
21
683
7ANDE[A4ROLLFRASSY•S.S.
768355
106
735
INTERLOCK STD. I.G. GLASS
60393
23
609
ASTRAGAL,MONOLITHIC
68315
11I
618
TOPRA I.G.GLASS
69088
24
720
ASTRAGAL D. MONOLITTC
69492
115
619
BOTTOM RAIL, I.G GLASS
69089
26
653
LATCH KEEPER
7SDKE:P
121
737
ASTRAGA LOCLASS
60394
27
653
LATCH KEEPER-S.S.
7SDKEEPX
130
5/8" LG GLASS; 3/16" TEMPERED
1/4" SPACE, 3/16" TEMPER®
28
HB X.312 PH. TR SMS
78X16A
29
729
JAMB BUMPER
72087K
131
1006
GLAZING VINYL -INSULATED GLASS
658GIR
30
N6 X.375 PH. PN. SMS
76X38PPA
31
663/664
BUMPER SI3IM .030011.060
41831
134
745
DOUBLEWTERIOCK STD. I.GGLAS
60551
33
734
DOUBLE IN'PFRLOCK(STD.), MONO.
69494
201
629
1-TRACK HEAD POCKET DOOR
68176
36
1007
GIA2TNGV7NYL-3/16
6I804 °
202
628
1-TRACKJAMB POCKEFDOOR
6628
aao0va
awij n
A,1 Ncv NP 1 l9
Yrlt—+1"-,�-`•��"��'F
wb"4M P,.�t
37
GLAZINGVINYL-1!4
614GLK
203
666
OPT. SCREEN RAIL, POCKET DOOR
61394
39
3/16" TE WERED GLASS
204
627
1- TRACKS EKT. POCKET DOOR
68178M
40
1/4"TEmPERE)GLASS
208
631
3-TRACKHEAD
68182
42
615
ADI)-0N STILE OXOONL
69112
2p9
632
3-TRACK JAMB
68183
45
755
1/2XI5/8 RERdF.-ALUA4
6755M
210
633
3-TRACKS11111, IXT. W/SCREEN RAII.
68184M
46
1214
1/2X11/4 REtg.-ALUM.
61214A4
211
6I3
ADD-0N 7RACK 1{GD
68187
rxooucrucnsen
u...Pl)bY •IIYIM Pv,ww
wr"Yc„n
✓Iw,Y4 {
49
749
REINFORCEMENT SPRING CLIP
7BRKT1vI2$
212
614
ADD -ON TRACK FOR FRAME HEAD
68185
51
1040
h10RT[CELOCK DEADIATCH
MORTICELGCK(DFAD LATCR)S.S.
71010
213
617
2 -TRACK FRAMEJAMB, ADD -ON
52
1040.2
71040X
214
615
3-TRACK SB-L,ADD-ON
68189M
53
CYLINDFTIHOUSINGASSY. IUKLiC
70288K
21S
616
ADD -ON TRACK W/SCIRF3•T7 FOR SIIZ
68190M
W
1016
48 X.625 PH. FL. SA4S
7851fZA
216
634
ADD-ONHEAD
68186
`J` pNYILYNN
1�`: •A10UY:/(�'.�
R':' •.F`•P
*,•' No.se2os
.y: 1
APO.(�i, 6N F1/(�•r'fY�
'a,y?,aRioag.:G�2�
"I, ONAL
Pn,,
A.LYMA❑LEP,.Lea.
PEpSIPS
55
657
BACIGNGPLATE ORTIC•
41WUN
217
635
ADD-0NSII].
-
68191M
56
1045
MORTTCEHANDLESET
71045
2IS
638
LOW-RISE2- TRACK SELL, EXTERIOR
68952M
57
COVERPLATE
7VI43
220
636
1-TRACKSELL,INTERIOR
68274M
58
659
MORTICE LATCH KEEPER
7SDSPSXI
222
671
LOW-RISEI- TRACK SILL, IXTERIOR
G0803M
60
1239
3!16"APPLIED AIUNIIN
68421
22S
r
732
HIGH-RISE
TRACK ADAPTIR
PARTS LISTS
ALUM. SLIDING GLASS DO
66313M
IR,NON-IMPACT
61
665
COLONIAL ENDPIECE
41628
10u'wswaarea
,W')i
JF
640.Y1)o.".e
CGrs m,$slle
,m"awmawc
muoPYPeYuvso
.e
nunr40
- -;
7
FX
OAN&11Y
J.A.
y
Pa9LaY
.890 h—
--4I-
T--1
1
1.378 Jl>LrtJ�`
062 � 062
1.37
-, 1.036
0001--
I.G. TOP RAIL
TOP RAIL
MATT: 6063-T5
MATL: 6063-T5
111 #618
17 #706
--I 1.036 1—
.062
2.438
--1 .890 F--
I.G. BOTTOM RAIL
MATL: 6063-T6
8#619
OREINFORCEMENT
MATL: 6063-T6
0755
1+-- 2.310
1.8
L �- L8 3
I.G. DOUBLE INTERLOCK
MATL:6063-T6
8
#745
-�I499I�-
062
2.438
L
-+1 .890 1---
BOTTOM RAIL
MAT1: 6a63-T5
15 d7D7
i
T o
OREINFORCEMENT
MATL: 6063-T6
#1214
NOTE: ITEMS 45 AND 46 LENGTH - PANEL HT. -4114'
2
I.G. ASTRAGAL
MATL: 6063-T6
121 #737
�- 2,310
193
1.8L8
STD, DOUBLE INTERLOCK
MATL: 6063-T6
O #734
�«— 2.437
1.032
.062 5I.G. LOCKSTILE I
j
f01 MAIL: 6063-TG
#736
2.437 fl1
1.032
062
STD. LOCKING STILJ
1 MATL: 8063-T6
,
#708
2.562--1
—
---a
II 1.676
2.845
LLJ--
H.D. ASTRAGAL
,MATL' 6063-T6
#720
O O 0 0
O O I O O II
�--- 1.750 '-i 1.000 ♦~ Y� 1.750 --4
--1 1.000 1—
L..125
.000 O .750
TM
125 L I
O FIXED PANEL CLIP. BOTTOM FIXED PANEL CLIP, TOP
MATL: 6063-TO 76 MATI.: 60763-TO
#717B
G?tT. KA1T14
1-- 2 310 —I
1r I
093
I.G. INTERLOCK
MATL: 6063-T6
8
#735
�— 2.310
r
093
STD. INTERLOCK
MATL: 6063-T6
O 0705
5002364 iJTS� 11 • 16 757
iY(oOUCf
Y eeoHyfalMm OlarYv
enma epee
ANepWon No Is-ow7'US
crpmtw er..�• Z.11q
YWmI
Mt000[EREVR60
vaewdsbp.ire �w fl,rib
W M:..�eNW.�"i c47o.o0
Ey:rrL. mrS a�1 �
* : N. 58705
0
ALY NILLERPX.
.660 +� r
3.624 ---r1
1.000r II n 2.500
1.687
REF. 11-- .062
1
ANCHOR
HOR
HOLES
.062
77 2-TRACKHEAD 70 HI -RISE TRACK ADAPTER
MATL:6063-T6 MArL:6063-T5
#702 #722A
Lf-- 3,500 002 I 2.370
.687
r -I
1 01
REF.
ANCHOR MOLES 1.01
ANC
O2-TRACKJAMB HOOKSTRIP
MATL: 6063-T6 O MAIL: 6063-T5
N704 0740
1.687 REF. {.�-
ANCHOR I 7 •062
HOLES
1.7S0 .500
� J50 �--
1 O OPTIONAL SCREEN =y�
RAIL, POCKET d }3WwOkoiFW6
4.878��°
MAIL: 6081T6 A\clwualto 1mo9666
O 2 - TRACK EXTERIOR SILL e>�y^—�—
MArL: 6063-T6 xmaTl"'0
0703B nlOuuc T6[vlSfD
.650 -rI I-- utiPo7la[.NE rY T..a.
1.087 REF. moo[ cm.
A[mpu�reM I f. 2L •C}
ANCHOR 0[IPa{r as �z
HOLES 1.750 I S
.062 �1 n 1 14a`mait{jroa
552---n--
r IT 225 HI -RISE TRACK ADAPTER �24�;�"ucENSE'••�(F':,
�— 3.708 MAIL: 6053-T5
0732 _ * : No. 58705
74 2- TRACK INTERIOR SILL
MAIL: 6063-T6 USIONS, FRAME %�.'.Q. 11 1)' t�:
g637 p •,• ST
IoTE OF 4i
]OlECNNO[OOYPLVE ........ G\��
NV£ARERWIE EXTR�'�.S/ONALE��`��
PIPIT'\� 'PIIIII I I \t\\`
rExr WAMe�[e ALUM. SLIDING GLASS DOOR, NON -IMPACT
t 06AY11 �O A`DG GESTH2 SNEEl. y.,ae,noarr w,e'r °i� Iw�rr r A. LTPLV.E.
_... __ Ianmurusrm sGGzsa NTS f2 > 16 767 O Vee5eON=m5
5.218 I1
750
1.000
r .052 �ii"-- T
208 3-TRACK HEAD
MATL: 6063-T6
#631
062 1
`j .687
5,094 1
O 3-TRACKJAMB
MATL: 6063-T6
#632
ADDED FRAME COMPONENTS
LI 4.016 --------i 1
750
.950
21/ ADD -ON TRACK HEAD
MAIL: 6063-76
9613
062
687
3.187 —�
2•TRACK FRAME,
213 JAMB ADD -ON
MATL: 6063-T6
9617
.062 _T I .012 a
1.250 1 1.250
562 1 .562 1
r 6.184 T[ 5.582
3-TRACK SILL, EXTERIOR 214 3-TRACK ADD -ON SILL
MATL: 6063-T6
Y10 W/SCREEN RAIL 6615
MATL: 6063-TG
0633
062
A2446
8 8ADD-ON TRACK WI
SCREEN FOR FRAME SILL
MATL: 6003-T6
6616
L_ 062
.562
r 1.844
217 1 -TRACK ADD -ON SILL
MATL: 6063-TB
9636
L Iry� I3I.00022 �I
1.000
.062
ADD -ON TRACK,
2f2 FOR FRAME HEAD
MATL: 6063-T6
#614
.4�2-�i i-1
'ew2.394 I—1 T
O 1 -TRACK SILL, LOW -RISE
EXTERIOR W/ ADD -ON
MATL: 6063-T6
9671
p� 1-8�00 --1
,.000
.062
OADD -ON HEAD
116 MAIL: 6063-TO
#634
062 440 —I I i
.562 (1 1LJ X ,627
T_3.988--i�
nsnxv]m
216 2-TRACK SILL, LOW-RISE
W/ADD-ON
n�oOCl
E.pim6.n 0n z�ly
EXTERIOR
MATL: 6063-T6
er •�-�
9638
NLoI pd,
062
562
3.798
2 -TRACK SILL.
119 INTERIOR WI ADD -ON
MATL: 6053-T6
#637
cwtorAuntcsm
1 062
662
O 1 -TRACK SILL,
�0 INTERIOR WI SILL.
MATL: 6063-T6
6636
AITS I 13 . 16
.A. No. 58]O6
STA I•,
TONAL
AAYWMIMERPE.
veex]m
TABLE REF.
'BILLtl I JAMB I P-HOOK I SILL_ I JAMB I P-HOOK I^ SILL JAMB
NOM. W�Zqj
p PANEL UNIT0$ 0 0 0 c4 5 J U tg 3 U 5
X ou.uw
84.000
00.000
86.000
80.000
84.000
(2)ANCHORS
SEE SHEET 6S
FOR 384 TRACK `—
:8• MA%. O.C.
2 ANCHORS
AT EACH
LOCATION,
(2-TRACK);
3ANCHORS
AT EACH
LOCATION,
(3-TRACK);
4 ANCHORS
AT EACH
LOCATION,
(4-TRACK)
48' NOM.—
4W NOM.
48' NOM.
_48' NOM.—
E%ANIPLE USES
u
x u
B JAMB
K
ANCHORS
ANCHOR
TOTAL. SEE
i
LOCATION,
SHEET 18 FOR
IE
TYP., (1)—
ADDITIONAL
O
O O
PER AT
TRACK
0
P-HOOK
APPLICATIONS
O
p gg
Y
p
m
<
N
x
6'MA)Lj �-.6'MAX. 22 VI MAX. 0.C--1----1
I 48' NOM MAX.
1 1h' C U T C N) 4" ELCO SS4 CRETEFLEX
2.GLASSTYPES: B-3116-TEMPERED C.114-TEMPERE
SSNI- SINGLE/SINGLE WITH NO REINF. AT INTERLOCK 8 ASTRAGAL, (SHEET
WD - WOOD SUBSTRATE
AL -ALUMINUM SUBSTRATE
pn
5
z
Su
H
4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
N
5
5
5
JAMBS AND P-HOOKS SPACING - 8" MA)C FROM CORNERS AND 28' MAX. O.C.
HEAD AND SILL SPACING - 6' MAX. FROM CORNERS AND 22 5116' MAX. O.C.
5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL
CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REWIRED AT
ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
5
5
5
5
5
5
8
5
6
6
5
5
6
6
6
6
8
6
8
5
SILL AND JAMB TRACK SECTIONS.
8
6
5
16' MAX.
ANCHOR B' MAX.
LOCATION, 'I
6
6
5
6
6
5
6
6
5
TYP•
6
6
6
6
6
8
B
6
8
ASOR (4)ANCNOR CLUSTER -CO
5
5
5
5
INTERLOCK TYP.
16" MAX
5
6
6
5
8'
MAX.
111116' MIN. O.C. TYP. --- PROUpLl A6NISN4H '
- romPCie4 HM4v PW;mn
6
6
6
EXAMPLE
SOLUTION
(WANCHORCLUSTER •C6
U,lm D...T1\(`9
4y I>
*'I•ml o.ae maorq-,ice
16'MAX.
HEAD 8, SILL FROM
wouUCPB.�Irm
uavgPbe.nc U^�'�
E.4 mle 2'!
1
28
MAX'
O.C.
9E
MAX.
CORNERS, 225/16' MAK O.C. AND CG
AT EACH ASTRAGAL OR INTERLOCK.
JAMBS B P-HOOKS - 6'MAX. FROM
CORNERS AND 28'MAX. O.C.
TOTAL AT HEAD = 30 ANCHORS'
(2a2+C6+2+C6a2+C13+2+2=30)
TOTAL AT SILL = 30 ANCHORS
(2+2aC6a2+C6+2aC8+2a2=30)
TOTAL AT JAMB = 8 ANCHORS
TOTAL AT P-HOOK = 5 ANCHORS
B•
'1 MAX.
3'MIN.
/BIANCHOR CLUSTER, C8
11u u1l.
�� DNY LYNly,� •yyy
V�NSF'>!��� `
Q' =*: No. sfiras
*-
CLUSTER DETAILS
HEADlSILL CLUSTER LOCATION TYP.
SEE C4, C6 OR C8 CLUSTER DETAILS
-.p-HOOK CMUSUBSTRATE@JAMB I (wqu fbm
CERT.fPKUPN�
NO G4NGE5TlIIS SHEET _ �nnnomr
5GPL5G0 I NTS 114 • 16
�N-IMPACT ",,,"ONI'llAL 1E
A. LYPMNILLE0. Y.E.
J57 O REX W?N
CONCRETE ANCHOR
13/8'MIN. —'•i
(SEE NOTE I)�
1- MIN. E.D.,
WOOD ANCHOR
(SEE NOTE I)
,�
I b
TYP (2)
IxWOOD BUCK
I�
1
1.594
D.C. (SEE NOTE 2)
�T
(EXTERIOR)
II
(SEEE2xWNOTE 2)
3.4 KSI MIN. CONC. T MIN. ED., TYP. (2)-
i 3/4' 1687
MIN. E.D. (2 112' FOR O.C.
r'CRETEFLEX},TYP.(2) ) (EXTERIOR) �OA.
NOTE 1. 1 3/8-
MIN.
11.687I� �1/4'MA) .SHIMm
DETAIL - C DETAIL - D
-I(SEENOTE2) ALUMINUM MULL ANCHORAGE
APPLICABLE O HEAD OR JAMS
��—�jIS
118 AL. MIN.
(EXTERIOR) II 8 8_)1808MIN.
`I I}LI 1'MIN. OF
7_1/4' MAX. SHIM W12 THREADS
BEYOND
WOOD ANCHOR DETAIL -J METAL
(SEE NOTE 1) SUBSTRATE.
114'MAX. SHIM I--' (EXTERIOR) TYPICAL FRAME HEAD INSTALLATIONS
DETAIL -
SEE NOTE 1. ---I
f— I 1.5 KSI MIN. CMU
OR
� fy' :3.4 KSI MIN. CONC.
CONCRE E
III
>; O.C.
ANCHOR —'
�i
;'.: 1 3i4' MIN. E.D.
(SEE NOTE I)
'.Y� r:�• (272'FOR
.+�.• CETEFLEX OR CMU)
Ix WOOD BUCK EXTERIOR)—rTYP.
(SEE NOTES 2)
(2)
NOTES.
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE
THE
COUNTY, USE ONLY ENTER OF COUNTY APPROVEDTE EDGE
EI 13t4, (DNS OR CET
CRETE-FLEX EMBEDDED 7 3/4' MIN, THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4' (212' FOR CRETEFLEX OR
CMU). FOR WOOD INSTALLATIONS USE 012 SCREWS OR ELCO 114-SS4 RETE-FLEX ANCHORS EMBEDDED 13/8' MIN.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1100 WOOD BULKS
DEPICTED AS 2x ARE 1 12' THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6003-TS AND A MINIMUM OF 1/8' THICK. THE ALUMINUM
STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F
ABOVE FOR Zc WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE
ALUMINUM (SEE DETAIL 4ERA ARE MET THEP PRESSURES AND ANCHORAGE SPACING OR# 2 SCREWS SHOWN IN THIS NOA MAY BE USED.
FTH SE
4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK.
NOWMETALLIC GROUT (3350 PSI MIN.). (DONE BY OTHERS) MUST FULLY SUPPORT THE RE LENGTH OF THE
THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. E IF SUBSTRATE IS WOOD, ILL
30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY
THE AUTHORITY HAVING JURISDICTION. 1/4' MAX
DETAIL - E
TYPICAL FRAME JAMB INSTALLATIONS
MIN. OF 3 THREADS
BEYOND METAL
SUBSTRATE. r.
012
MIN.
1x WOOD BUC
(SEE NOTE
(SEE NOTE 1
KSI MIN. CONC.
1.
WOOD ANCHOR
L (SEE NOTE 1)�
1 �T —1 _
(SILL) (SILL) (SILL)
(EXTERIOR) (EXTERIOR) (EXTERIOR)
DETAIL - G DETAIL - H DETAIL - I
TYPICAL POCKET P-HOOK INSTALLATIONS
(NI)4m=
MW..OPAUM RBTDJ
1,687 O.C. (SEE NOTE 6)
WOOD ANCHOR I I
(SEE NOTE 1) '• "• '''
EXTERIOR jam — l«S 1318-MIN.
(EXTERIOR) .C z
rR11DBD1 AEN4iV4b
1' MIN. E.D., �"�I
ppi.4.lro MFl.rw
BaIN"r Ceae
A"`r�°°`ANo �$-�%-07 •r�i
3/8'MIN. TYP. (2) 2x WOOD
2x WOOD DETAIL-B (SEE NOTE 2)
(SEE NOTE 2)
N emi 0tl
MAX.
MDUCcraaVLaFD
1drNaaccda
(SEE NOTE 4)
1.6870.C.
1
`
-222'
(EXTERIOR)p`.ri' ::d'R �,!; NOTE 1.
�th.-. .L(+., -
13/4' MIN.E.M(212'
�I jr
FOR CRETEFLEX), TYP. (2)
go, ��lil
OU r"
.................
s
CONCRETE ANCHOR'J
(SEE NOTE 1) 3.4 KSI MIN. CONC.
DETAIL-A
* � No. 6B786 '•.
TYPICAL FRAME SILL INSTALLATIONS
=
AAYNNL<4 PE.
,5(:pZSpp 114 15 + 16 757 10 1 PE 0 W05
JAMB INTERIOR
1.69
MIN.O.C. 7 6 5 4 3 2
7 i
U D.C.6 MIN.
O.0
ANCHOR LOCATION. TYP.
• 5
4
3
NOTES ON POTENTIAL ANCHOR LOCATIONS:' 2
1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, ItlI I u
SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS, ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND10R INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN
THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER
DIMENSIONS FOR ANCHORS ARE 1.69'AT HEAD AND SILL AND n
1.59' FOR JAMBS.
2
2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK JAMB EXTERIOR
FRAMES ON SHEET 16 ARE ALSO APPLICABLE TO ALL MULT4
TRACK SECTIONS. 3
4
R R R R ^ tl
n
4P-1 5
n R R 4 R R I R 6
HEAD/SILL INTERIOR
HEAD/SILL EXTERIOR 7
MIN.O.C.
GEAi KAU9l l30m0
SW2W 1 114 1 16 > 16
faODU�w�
wlem.ceae �0-2
♦ceeM.nn Nn 1 O
t+d+anee Dm �+n xZll7al�j
-
NWmI P+Y
* Nu. 69795
%�C>. 6iAtE or
v
:ATIONS
'NdMPACT S�, NALIE,,
A. LYNV 616IPR. PE
757 O P.ERWO