HomeMy WebLinkAboutNOAMIAMI-DARE SC N EI) MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
EM Sa. Lucie Countv
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) . www.miamidade.eov/aconomy
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 -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
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 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., 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 Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ A
applicable are required. 0 N rn m
M c
Limitations: 1. Use of Table 1, requires No reinforcements per sheet 6. z z �
o m
2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing.
n
`
3. Egress operable doors must comply with min clear width per FBC, as applicable. `0
4. Max VV air space is applicable for I.G. with Truseal Duraseal spac4 3
p o
nominal glazing
0 Z�
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, stat
3 m
series and following statement: "Miami -Dade County Product Control Approved", noted herein. o m
H CQ
RENEWAL of this NOA shall be considered after a renewal application has been filed and there ha�i
v 0-
no change in the applicable building code negatively affecting the performance of this product.
Z
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
o
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseme� o
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fail
H
comply with any section of this NOA shall be cause for termination and removal of NOA. z ?
z
.DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fMlii
r the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, t
shall be done in its entirety.
JSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
stributors and shall be available for inspection at the job site at the request of the Building Official.
lis NOA revises NOA # 15-0609.10 and consists of this page 1 and evidence pages E-1 & E-2, as well as
iproval document mentioned above.
ie submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 17-0420.05
MIAMI•DADE COUNTY Expiration Date: May 22, 2018
• ' Approval Date: September 07, 2011
6 1 FILE COPY
Page 1
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 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) 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 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies with ASTME- 13 00-02 &-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(5t" 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.
lshaq 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.05
Expiration Date: May 22, 2018
Approval Date: September 07, 2017
E-1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted
C. 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.
D. 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 (61h Edition), prepared by PGT, signed and sealed by
Lynn Miller, P.E.
2. Glazing complies with ASTME- 13 00-02, -04 &-09.
F. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
G. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51h edition) & FBC 2017(6`h Edition) and
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.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.05
Expiration Date: May 22, 2018
Approval Date: September 07, 2017
E- 2
SER
SLIDING GLASS DOOR
I. GLAZING OPTIONS:
B. 3/16" TEMPERED GLASS. TEST REPORTS FTL3116, FTL3117, FTL- 4277 AND FTL-5095.
C. 1/4" TEMPERED GLASS. TEST REPORT FTL3102.
D. 5/8- INSULATED GLASS (I.G.); (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR
SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341.
2. CONFIGURATIONS: SEE SHEET 3.
3. DESIGN PRESSURES: SEE TABLES 13 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E
1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES
ASTM E 1300.
C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY.
D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
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 14-16.
5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND
WHERE IMPACT RESISTANCE IS REQUIRED.
6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD
SEAM SEALER.
7. REFERENCES: TEST REPORTS FTL-3102, FTL3116, FTL3117, FTL-3596, FTL-4273, FTL-4275,
FTL-4277, FTL-4278, FTL4280, FTL-4285, FTL-4341 AND 5095.
>ELCO ULTRACON AND CRETEFLEX NOA'S
>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 36, 37. & 131):
A. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM
PLASTICS, INC.
B. HARDNESS: 70 SHORE A
C. SPECIFIC GRAVITY: 1.43
D. TENSILE STRENGTH:1450 PSI
E. ULTIMATE ELONGATION:380% 11
F. MODULUS @ 100% ELONGATION: 590 PSI
G. TEAR STRENGTH: 21O LWIN
10. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIRE-
MENTS PER CURRENT FLORIDA BUILDING O 36
CODE AND TO BE REVIEWED BY THE 3/16"
AUTHORITY HAVING JURISDICTION. TEMPERED T
GLASS
GENERAL NOTES .............
1
GLAZING DETAILS ............
1
DESIGN PRESSURES.......
2
CONFIGURATIONS ...........
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS............
6-8
"X" &'O" CLIP INSTALL....
9
PARTS LIST .......................
10
EXTRUSIONS ....................
11-13
ANCHORAG E.....................
14-16
3/8" GLASS BITE
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min'
FJnbedmentor
Metal Thickness
1
1/4" Elco
UltraCort®
Head / Sill
Concrete (min. 2.85 ksi)
13/4"
1.68T'
1314"
P-hook
Concrete (min. 2.85 ksi)
1-114"
4"
1-3/9'
Jamb
Hollow Block (ASTM CGD)
2-1/2"
1.594"
1-1/4"
2
1/4" 410 SS Elco
CreteFlex®
Head / Sill
Concrete (min. 3.35 ksi)
2-1/2"
1.68T'
P-hook
Concrete (min. 3.35 ksi)
1-1/4'
3"
13/4°
Jamb
Hollow Block (ASTM C90)
2-1/2'
1.5w,
1-1/4"
Head / Sill
Southem Pine (SG = 0.55)
1"
1.68T'
13/8"
P-hook
1"
1"
13/8"
Jamb
1"
1.594"
13/8"
3
#12 Steel SMS
(Gr. 5)
Head / Sill
Southern Pine (SG = 0.55) /
6063T5 Aluminum
1"
1.68T'
i-W / 1/8"
P-hook
1"
1"
13/8' 1 1/8"
Jamb
1"
1.594"
13/8" / 1/8"
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
Material
Min. Fy
Min. F"
Steel Screw
92 ksi
120 ksf
Elco UltmCon®
155 ksi
17ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7ksi
75 Aluminum
16 ksi
22 ksi6063
3/16" MONOLITHIC GLASS 114" MONOLITHIC GLASS
GLASS TYPE B GLASS TYPE C
I JR• 1040SH7 I O I UPDATED TO FBC 2017. REV. ANCHOR TABLE, THIS SHEET. I
N. VFA'ICE, FL 34275
tart/reoeana
CERT. OFAUni ATM
NOM. 518" I.G. —
1/4" AIR SPACE
3/16" TEMPERED
GLASS
130
BITE
SO015W
DESIGN PRESSURE RATING I IMPACT RATING
SEE TABLES 1, 2 & 3 ON I NOT RATED FOR MISSILE
SHEET 2 IMPACT RESISTANCE
CODES STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
•ASTM E1300-04
•ANSVAF&PA NDS-2016 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•RISC 360-10
PRODUCrREviseD
3/16"TEMPERED m�o19bg idtieFl1Wih
GLASS Ae�eep!"leeeo"
e°N" t7-0420-or
Eip4a�tYte,v w..,'�z, zstg
4 Isti-�l.11�,�
3/B' GLASS BITE .�.....
518" I.G. GLASS
GLASS TYPE D
IING GLASS DOOR, NON -IMPACT
tar• aw,w"n
N78 i d 16 757 I
* No.58705
� 01YAL tE,o
A. LYNN MILLER, P.E.
REX 58705
>EXTENDED SILL, 2 1/2" HIGH
>EXTENDED SILL, 2112" HIGH
INTERIOR
INTERIOR 46
>SINGLE/SINGLE INTERLOCK
>SINGLEIDOUBLE INTERLOCK (OUTSIDE)
>NO REINFORCEMENT (SEE SECTIONS ON
SHEET 6)
>FULL REINFORCEMENT (SEE SECTIONS ON SHEET 8)
45
GLASS TYPES:
GLASS TYPES:
B. FTL3117 & FTL-4277: 3/16" OR 1/4" TEMPERED
C. FTL-3102; 1/4° TEMPERED
D. FTL-4280 & FTL-4285; 5/8' TEMPERED I.G.
(3/16'T, 1/4"SPACE, 3/16°T)
D. FTL-4273 & FTL-4275; 5/8"
TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/16'T)
OVER-ALL DOOR HEIGHT
EXTERIOR
-No- co
OVER-ALL DOOR HEIGHT
EXTERIOR
PANEL
80" 84"
90" (75)
96" (8)
SINGLE/SINGLE
WIDTH gU' 80"
w (70)
90" (75)
w (8�
WIDTH (9 (e) (70)
INTERLOCK
LOCK
NO
REINFORCEMENT
(60)
SINGLEIDOUBLE
INTERLOCK
REINFORCED
24'
g
+65.0
-98.8
+65.0
-70.0
+64.6
-64.6
+60.0
-60.0
24'
C
+65.0
-127.1
+65.0
-120.0
+65.0
-110.6
+65.0
-102.9
(2�
D
+65.0
-107.1
+65.0
-80.0
+65.0
-73.8
+65.0
-68.6
(2°)
D
+65.0
-130.0
+65.0
-130.0
+65.0
-120.0
+65.0
-111.4
30"
B
+65.0
-82.7
+58.4
-WA
+53.8
-53.8
+49.8
-49.8
30' s
C
+65.0
-106.3
+65.0
-100.2
+65.0
-92.2
+65.0
-85.3
(20)
D
+65.0
-89.6
+65.0
-66.8
+61.4
-61.4
+56.9
56.9
(2 )
D
+65.0
-115.2
+65.0
-108.5
+65.0
-99.8
+65.0
-92.4
36° 0
B
+65.0
-72.3
+50.9
50.9
+46.7
-46.7
+43.1
-43.1
36• 0
C
+65.0
-92.9
+65.0
-87.3
+65.0
-80.0
+65.0
-73.8
(3)
D
+65.0
-78.3
+58.2
-58.2
+53.3
-53.3
+49.2
-49.2
(3)
D
+65.0
-100.6
+85.0
-94.5
+65.0
-86.7
+65.0
-80.0
B
+65.0
-65.1
+45.7
-45.7
+41.7
-41.7
+38.4
-38.4
C
+65.0
-78.4
+65.0
78.4
+65.0
-71.6
+65.0
-65.8
s
42" (3)
s
42" )
D
+65.0
70.5
+52.2
-52.2
+47.7
-47.7
+43.9
43.9
D
+65.0
-84.9
+65.0
-84.9
+65.0
-77.5
+65.0
-71.3
B
+W.0
30.0
+42.0
-42.0
+W.2
-38.2
+35.0
35.0
C
+60.0
60.0
+60.0
30.0
+60.0
50.0
+60.0
50.0
48" (40)
48" (01
COMPARATIVE ANALYSIS:
TABLE2.
>EXTENDED SILL, 2 112" HIGH
>SINGLE/SINGLE INTERLOCK
>FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7)
GLASS TYPES:
B. FTL3116; WIW OR 1/4" TEMPERED
D. FTL-4341; 5/8" TEMPERED I.G. (3/167,1/4"SPACE,3/16"T)
NOM. t1� OVER-ALL DOOR HEIGHT
PANEL g
WIDTH (7 80" (6�) 84" (70) 90" (76)
9w (8
24" (20)
B,D
+65.0
-105.9
+65.0
-100.0
-92.3
+65.0
-85.7
30(25)
B,D
+65.0
-88.6
+65.0
-83.5
-76.8
+65.0
-71.1
36" (30)
B,D
+65.0
-77.4
+65.0
-72.7
-66.7
+61.5
-61.5
42' (30)
B,D
+65.0
-65.3
+65.0
-65.3
59.6
+54.9
-54.9
41r (40)
B,D
+50.0
-50.0
+50.0
-50.0
50.0
+50.0
-M.0
I JR I OM&17 1 O 1 NO CHANGES MS SHEET. I
INTERIOR
46
46
SEE NOTES 1 & 2
POS.
SILL
DESIGN
EXTERIOR
HEIGHT
PRESS.
(IN.)
(PSF)
MOIMCf REVISED
SINGLE/SINGLE
21/2"
+65.0
bcwWe� fi*e Flo"
INTERLOCK
1 3/4"
+35.3
Aeeepio*w Ne - 0 4 2.o • D 1'
REINFORCED •
INTERIOR
NOT
E.PIrrlw ple
NOTES:
L SILLI
RATED-
f
1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2' HIGH
``� ...... ��
SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4' SILL
�Q
'• •.((
`
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.
($�)
STA O�
om7ECIe FL34nwvE
K VEN7CE, A. SI27$
DESIGN PRESSURES, NO REINFORCEMENT
%,cS,'•`coRloP.•'G��`
GEREOFAUIK 92RM
ff
ALUM. SLIDING GLASS DOOR, NON -IMPACT
"IIIIII110
oxvrJ icmv
2",,a.
6GOS6a0
1.�"�
NTS
2 • 16
n�om
757
O
A. LYNN MILLER P.E.
P.E.ii 68705
:G-ODE
PANEt�'`t- -P
ANEE I YP�
—
- - D
—G�77Ff�fTRATtOIV iVDTE
-
1- MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL .
A
R.H.
INTERLOCK
LOCKSTILE
R
FIXED
LOCKSTILE
L.H.
INTERLOCK
WIDTH PANEL TYPES IS as 1/8'.
2. MAX. DLO HEIGHT = 91 3/4'
3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY
COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND
B
R.H. R.H.
INTERLOCK INTERLOCK
S
FIXED
LOCKSTILE
STANDARD
ASTRAGAL
SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE
UP OF THE APPROVED FRAME COMPONENTS SHOWN ON
SHEETS 12 AND 13 OF THIS NOA.
C
R.H.
INTERLOCK
REVERSE
ASTRAGAL
T
REVERSE
ASTRAGAL
FIXED
LOCKSTILE
EXAMPLE MAXIMUM CONFIGURATIONS:
D
R.H.
LOCKSTILE INTERLOCK
U
REVERSE
ASTRAGAL
LOCKSTILE
A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
B. FIVE PANELS ON FIVE TRACKS (BY-PASS)
1
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
DOOR PANELS MAY BE USED FOR SCREENS.
E
INTERLOCK I E--� I INTERLOCK
V
FIXED FIXED
LOCKSTILE � LOCKSTILE
F
L.H. L.H.
INTERLOCK INTERLOCK
W
DOUBLE STANDARD
INTERLOCK ASTRAGAL
G
LOCKSTILE
DOUBLE
INTERLOCK
Y
FIXED
LocKSnLE
DOUBLE
INTERLOCK
H
INTERLOCK
INTERLOCK
Z
LOCKSTILE LOCKSTILE
DOUBLE
INTERLOCK
DOUBLE
INTERLOCK
YR
OUBLE INTERLOCKTERLOCK
FIXED
LOCKSTILE
J
LOCKSTILE
ASTRAGALD
GR
BLE
NOTERLOCK
LOCKSTILE
K
INTERLOCK LOCKSTILE
CC ��
LR
ASTRAGAL
INTERLOCK
FRODUCFREVISM
We PW9Awhhlie Flwf&
L
L.H.
INTERLOCK
STANDARD
ASTRAGAL
WR
STANDARD DOUBLE
ASTRAGAL INTERLOCK
W iAto� Code
Aecep+u.a tVo 1�-�42a - O Y
M
L.H.
LOCKSTILE INTERLOCK
DS
DOUBLE
INTERLOCK
R.H.
INTERLOCK
Eapr.lie,Oate St2Zl t4{
��.oNY LYN�r
N
STANDARD
ASTRAGAL
L.H.
INTERLOCK
SD
L.H. DOUBLE
INTERLOCK INTERLOCK
No.58705
P
INTERLOCK
LOCKSTLE
i°YDRAS
VO4=FLU
JMW
mrmarrteam�
R®
PANEL TYPES
10N.
CERT.OFAUrM
.o •. .
GLASS DOOR, NON -IMPACT
—a.Lrnrl�+l�'�.�.�.
ALUM. SLIDING
04N5H7
0�
OCHMGESTHIS SHEET
SGD2`iM
—
NT$
w-
mores;
3 °� 15 %5% O P.EA 58705
FJC
02UM4
JJ. 040Pi06
48" NOM. MAX. PANEL WIDTH —I
pXXp
48" NOM. MAX. PANEL WIDTH --
_1
OXO
W
Y.
0
(L
96"
MAX
39"
HT.
TY
1
48" NOM. MAX
Xp or pX
7
7 a
M
DAYLI HT Ma
aOPENI
G HT
4W NOM. MAX. PANEL WIDTH T
i
pXXXO or OXXXp
DLO
HT.
DLO
WIDTH
48" NOM. MAX. PANEL WIDTH
OXXO or XXXX
NOTES:
1. SEE SHEET 3 FOR PANEL TYPES.
2. DLO WIDTH = NOMINAL WIDTH - 3 7/8"
3. DLO HEIGHT = DOOR HEIGHT - 41 /4"
Lu
Y
0
91 3/4" 6
MAX. Mx
DAYLIGHT
!L
96"
OPENING
MAX.
HT.
I
PANEL WIDTH
{—j
48" NOM. MAX. PANEL WIDTH —r
OX or XO pXXXO or OXXXp
I JR I W5`17 1 O 1 NO CHANGES THIS SHEET. I
X.VENICE, FL 30M tAAMI'Lt tLtYAI IU/VJ
JXI)480.1W0
T. >�
PEROFAU7H 029M ALUM. SLIDING GLASS L
o.r"�mt m�s sm
SGD25W NTS 1 4 d 16
PRODUCI REVISED
HT. miliz Lod. she FloefAa
Amptl-c Ne 17-6y2a.6y
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LYN/y,
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�Q�•.• STAF : ••�(7��
NON -IMPACT ''csSIONAL
e A. Lvrlttllllllhi'P.E `
757 0
P.E.0 58705
1
I
212
L� L�
216 (5 - TRACK HEAD & SILL SHOWN) 211 214
215 217
EXAMPLEAII66T.L-.PART EXTERIOR FRAME
MAX.
HEIGHT
ALL
CONFIG.
941/4'
MAX.
DLO
ALL
CONFIG.
EXT.
212 L 1 l Li
1
216 (5 -TRACK HEAD & SILL SHOWN) 211
74
215 217
EXAMPLE MULTI -PART INTERIOR FRAME
1■1�1■1®
NOTE: ITEM 74,
INTERIOR SILLIS
NOTAPPROVED
WHERE WATER
INFILTRATION IS
EXTERIOR REQUIRED.
►ROmicrseVmm
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NOTE:
MAX. DP I.3 4"
SILL=+35.3 /-VURT CT. VERTICAL SECT. VERTICAL SECT. _*: No•5e705 ,*
ARD SILL EXTENDED SILL INTERIOR SILL vim;:
o sT to
10 u V r'"E`�� VERTICAL SECTIONS %,�S,S�oNALNG`�'�
JR oam5rt7 O NO GIANGES THIS SHEET. �+T DFAUTIL ALUM. SLIDING GLASS DOOR, NON -IMPACT r r r r „ I „� N
�c a.m� de � � mk Hii° °1d��' p"` A. LYNN MILLER P.E.
_._ _____. .. _.t-- �.__ _ ® SGD2500 112 1 6 116 757 0 P.E958705
I
T. E-E
.\ 41NTERIOR
---�-- --- — — ----- — — --- o o — —-- —
I
\�--�----
1 (ALL SECTIONS)
----- - --- - - ------
11 EXTERIOR
SECT. B-B SECT. GC
SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES)
ss
l
24 OR 121
i
I
X 1 OR S
X
k
a
O X XORO X
6 106
OR
SECT. A -A
fos s
OR SECT. C-C
MOVABLE INTERLOCK
AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK
76 AND 77 6 OR 106 X OR O OR 101
O rRODUCCREVISM
— O
AIR SPACER. Gniine Cone n eo�pIzt win the Fkd& O
TYP. ALL SECTIONS USED ONLY WITH Atapfe�ce Nib fi47p , OS
X FIXED PANEL, O 6Mwnrate
73
78 �.., 1 • l.. C�1
e�wn1
41—
SECT. D-D 13
SECT. E-E - * ; No. 587ss
'
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK *=
LOCKSTILE AT JAMB ° `I l g 1� • �=
F
10 DfflW
K v�Ennr 34M HORIZONTAL SECTIONS, TABLE 1- DPS FNAL
mrr.OFAUM02VM ALUM. SLIDING GLASS DOOR, NON -IMPACT rrr 11111 %
JR 09/D5'17 O NO CHANGES THIS SHEET. �"
mvrwmnemn ® �"� °� �"e a"'�e"ti A LYNN MILLER. P.E
° F ° 'wT nt=m SGG2soo 112 6 d 16 757 O P.E.a5e705
I
X
SECT. A -A I SECT. H-H -�� SECT. E-E
INTERIOR
- �— o 0 1 (ALL SECTIONS)
`�------ ----- --- - - ' ---- '-- N07 EXTERIOR
SECT. F-F SECT. G-G
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
46 24 OR 121
46 1 OR 101
X
6 OR 106
O
XE'
L
XORO
X
SECT. A -A
1ospR s
SECT. G-G
MOVABLE INTERLOCK
AT P-HOOK
SECT. F-F
LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK
76 OR 106
X OR O OR 101G
O
O
rmp...OAIR
kD06
SPACER,
Amp... o 4
TYP. ALL SECTIONS
USED ONLY WITH
E.r4aW.Date
8
X
FIXED PANEL, O _
73
t� ` �«-
78
;h
46
.. !d�yj ''•�
; " %�tCENSF"
SECT. H-H
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FIXED TO MOVABLE SINGLEISINGLE INTERLOCK
SECT. E-E
LOCKSTILE AT JAMB
* :' N°. sa7os
v E *=
10 VE
N ° ,
SECTIONS, TABLE 2 - DPS
',ems ''F��RIDP•.' ��;
�'''iS70NALIEC`��
_HORIZONTAL
rR
avM7
o
NOCNANOESTHIS SHEET.
CERE oFAUM 02RM
ALUM. SLIDING GLASS DOOR, NON -IMPACT
��
our
R vaw
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1-7
7
�
0 UMM
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SGD2500
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SECT. A -A '
SECT. i-i �� SECT. E-E
\ 4 INTERIOR
----1--
--- — -----
—
— --- O O
o o
— — —
I
\
I (ALL SECTIONS)
�_- f----
-----
--- - - ----i--
I EXTERIOR
SECT. 1-I SECT. G-G
SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES)
ss
24 OR 121
X
46
1 OR 101
6 1osXORO
*134
X
OR
SECT. A -A
MOVABLE INTERLOCK
SECT. G-G
AT P-HOOK
SECT. 1-1
LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/DOUBLE INTERLOCK
76 AND 77
106 OR 6
X OR O 1 OR 101
46
0 O
O
4bfW4Z
�
r'RODUCr REVISPA
O O
46
m�plylup wM� tYe F7oei�.
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USED ONLY WITH
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FIXED PANEL, O
k
1, 4. I —
X
78
akIllf acl Coated
`L�111 1I11I1i
134 OR O
Q�: F '
SECT. J-J
SECT. E-E
No.5B705 =
- * *_
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
LOCKSTILE AT JAMB
10707ECHNOLOGYOPoVE
R. vEN>r� Fzs4zr5
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HORIZONTAL SECTIONS, TABLE 3 - DPS
�CP"-• ZORIDP•.-' -�
%,S'S •-••-• G���`
"/� OVAL �N��, .
CERCOFAUniXRM
ALUM.
SLIDING GLASS DOOR NON -IMPACT
'111111111%,
JR
an �e a.:
0410517
O
rnseee
NO CWiNGES THIS SHEET.
uec
�ranrnemn
Por,slc
® a.aenst
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112
8 � 16
°i1o�'
757
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A. LYNN MILLER PM
P.E.# SS705
(1) TRACK CLIP ASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
(1) FIXED PANEL CLIP (TOP) INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
� 1
(2) FIXED PANEL BRACKETS INSTALLED r
ON EACH FIXED PANEL TO ATTACH FIXED `
PANEL TO FRAME JAMB INSTALL W/ #1 Dx1"SMS (4)
76 RE -INSTALL #10x 3/4"
o� PANEL SCREWS (2)
i
78 631/4"1 �
n
' INSTALL W/ 32"
#10x1"
SMS (2)
nVn
ffx
,Ilil!
(1) FIXED PANEL CLIP (BOTTOM) INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL
FIXED PANELS
INSTALL W/#10x1" SMS (4)
RE -INSTALL 1/4-20
PANEL SCREW (1)
p*ooU1 Iv EVl t8 Flofi�
a ~p,Y F
"awt Cede
w.m No t77 D'h?a_•U5
OCENSF •,
* No. 58705
OPERABLE PANELS
VT?Eg .. (`�:
7OMTECHNOLOGYORNE �� FLORID?
rc VE I FL 3 75 TRACK CLIP & FIXED CLIPS INSTALLATION 'i ss'/ANAL
3, CERT.Or=AUH{929MFu.rALUM. SLIDING GLASS DOOR, NON -IMPACT errrrrnr
JR 04� 7 O NO CHANGES THIS SHEET. �Re�7 e.ru ec a,.k �.e o..fc/t �+^' A. LYlN MILLER P.E.
��� „^ SGD2SOO '112 9 d 16 757 O P.E.A 58705
HEM
PART #
DESCRIPTION
PGT#
rrEM
PART#
DESCRIPTION
PCT#
ITEMS # 5, 10. 14, 16, 22, 25,
32. 34, 35,38. 41, 43. 44. 47,
48, 50. 59, 65, 75, 79-89,
91-15,17-110.112-114,
116-120.122-129, 132133,
135-200, 205-207, 219, 221,
223 & 224 ARE NOT USED
AND ARE NOT PART OF
THIS APPROVAL
1
708
LOCKSTIIT, MONOLITHIC
69362
62
522
COLONIAL INTERSECTION
41630
2
LATCH ASSEMBLY(LOCK)
MOCK
63
124
APPLIED COLONIAL MUNTIN
66631
3
LATCH ASSEMBLY
7DUMY
64
1240
1/16 X 1 FLATBAR
689261`52
4
#10-32 X 1.25 PH. FL MS (LATCH)
71114K
66
754
TRACK CLIP GUIDE
41754B/W
6
705
LNTFRLOCK (STD.), MONOLITHIC
69409
67
756
TRACK CLIP COVER
6756B/W
7
1119
# 10 X.750 PH. PN. SMS - S.S.
7S134X
68
#6 X 3/8 PP SMS 18-8 SS
76X38PPAX
8
1/4-20 X 1.125 PH. PN MS
71420X118PPMSX
69
740
HOOKSTRIP(P-HOOK)
63713
9
1209
W STP, .187 X 320 - PILE
6FELTK
70
722A
HIGH-RISE TRACK ADAPTER
69371
11
706
TOPRAIL MONOLITHIC
68172
71
702
2-TRACKHEAD
68179
12
1281
WSTP, .187 X .290 FIN SEAL
61281W
72
703B
2-TRACK EXTERIOR SILL
6703B
13
725B
TOP PANEL GUIDE
41801
73
704
2-TRACK JAMB
68180
15 1707C
BOTTOM RAIL, MONOLITHIC
68173
74
637
2-TRACK INTERIOR SILL
68275
17
726
BOTTOM PANEL GUIDE
41802
76
717
F1XFD PANEL CLIP TOP
7LA 13A
18
661
SINGLE ROLLER ASSY.
7SRAZ
77
717B
JFDCED PANEL CLIP, BOTTOM
7717FPCA
19
661
SINGR.EROLLERASSY.-S.S.
7SRAX
78
646
FIXFDPANELBRACKET
41814
20
683
TANDEM ROLLER ASSY.
7683Z
90
1136
#6 X 1/2 PP SMS
76X12A
21
683
TANDEM ROLLER ASSY. - S.S.
7683SS
101
736
LOCKSTILEI.G. GLASS
60392
23
609
ASTRAGAL MONOLITHIC
68315
106
735
INTERLOCK STD. Wx CLASS
60393
24
1720
ASTRAGAL UiD. , MONOLITHIC
69492
111
618
TOP RAIL, LG. CRASS
69088
26
653
LATCH KEEPER
7SDIC EP
115
619
BOTTOM RAII,, LG GLASS
69089
27
653
LATCH KEEPER- S.S.
7SDKEEPX
121
737
ASTRAGAL, I.G. GLASS
60394
28
#8 X 312 PH. TR SMS
7BX56A
130
519" I.G. GLASS; 3/16' TEMPERED
1/4" SPA 3/16' TEMPERED
29
729
JAMB BUMPER
72087K
30
#6X.375 PH. PN. SMS
76X38PPA
131
1006
GIAZINGVINYL-INSULATED GLASS
658GiLK
31
663/664
BUMPER STEM .0300R.060
41831
134
745
DOUBLEIN*IMUOCK(STD.),LG.G.AS
60551
33
1734
DOUBLE INTI-1 OCK (STD.), MONO.
69494
201
629
1- TRACK HEAD, POCKET DOOR
68176
36
11007
GLAZING WPM - 3/16
6T304
202
628
1- TRACK JAMB, POCKET' DOOR
6628
37
GLAZING VINYL -1/4
614GLK
203
666
OPT. SCREEN RAIL, POCKET DOOR
61394
39
3/16" TEMPERED GIASS
204
627
1- TRACK SILL, EXT. POCKET DOOR
68179M
40
I/r TEMPERED GLASS
209
631
3 - TRACKBFAD
68182
42
645
ADD -ON STILE OXO OIZ
69112
209
632
3 - TRAGIC JAMB
68183
45
755
1/2 X 15/8 REINF. -ALUM
6755M
210
633
3 - TRACK SILL, EXT. W / SCREEN RAIL
68184M
46
1214
1/2 X 1 1/4REINF. - ALUM.
61214M
211
613
ADD-0ON TRACK HEAD
68187
►RODUC f aEViS@8
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749
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212
614
ADD -ON TRACK FORFRAME
68185
51
1040
MORUCELOCK(DEAD LAT
71040
52
1040 2
MORTICELOCK (DEAD LATCEl) S.S.
71040X
213
617
2-TRACKFRAMEJAMB,ADD-ON
68188
53
CYLINDER/HOUSINGASSY. ORTI
70288K
214
615
3 -TRACK SILL, ADD -ON
68189M
54
1016
#8X.625PH.FL.SMS
7856ZA
215
616
ADD -ON TRACK W/ SCREEN FOR SILL
68190M
216
634
ADD-0NHEAD
68186
55
657
BACKINGPLATE ZORTI
41830N
217
635
ADD-0N SILL
68191M
��j,0 ViYILY
`�•` ceti ,�� �•�
__ * ;' No. 58705
= �`
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i11j7111
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P.EJI 58705
56
1045
MORTICEHANDLE SIT
71045
57
COVER PLATE
7V F43
218
1638
LOW -RISE 2 - TRACK SffJ, E07ERIOR
68952M
58
659
MORTICE LATCH KEEPER
7SDSP5Xl
220
1636
11- TRACK SILL, INTERIOR
168274M
60
11239
3/16" APPLIED MUNTIN
68421
222
1671
LOW-RISE 1- TRACK SIL4 EXTERIOR
160803M
61
665
COLONIALFSIDPIBCE
41628
225
732
HI(3i-RISE TRACK ADAPTER
68313M
1070 TECiYYOLOGYDRIVE
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ALUM. SLIDING GLASS DOOR,
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- 062 062 1816 093 1816 101 MATG. OCKSTILE
.093
I.G. INTERLOCK
1.375 1.375
I
i-lq-
L: 603-TS
#736
MATL: 6063-T6
106 #735
-1 1.036 r----{500�-- I.G.
DOUBLE INTERLOCK STD. DOUBLE INTERLOCK r-- 2.437
I.G. TOP RAIL TOP RAIL
MAT'L:6063-T5 MAT'L:6063-T5 134
#618 #706
MATL:6063-T6 MATL: 6063-T6
#745 33 #734 1.032
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O MAT'L:6063-T6
#708
D93
STD. INTERLOCK
�i 1.036 I-- ---{4991
.062 062
2438 2436
2.562 2.562 �i
1.096 1.575 1.096 1.5175
-1 1 1 1
2.845 2.845
MATL: 6063-T6
#705
O
- -1 .890 r -y .890 1- --
I.G. BOTTOM RAIL
� .125 � 125
BOTTOM RAIL
MATL:6063-T6 MATL:60g3-T5
115 #619 75 #707
I.G.ASTRAGAL H.D. ASTRAGAL
MATL#; 063- 6 MA T6
121 23 #720
�-- .soo 500r
O O O O
�
O O O O
MtODDc ° REVISED
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1.611 1.250
�- 1.750 +� II
- 1.000 Y � 1.750
bxMiexCeN
za •U j
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l
OREINFORCEMENT 46 REINFORCEMENT
MATL:6063-6 MAT'L:6063-T6
#755 #1214
1.000
+
2.000 0 1.750
Date
�mt+Detb el o P ea
��tttlttttrrr
NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4"77
.125 .125
`� �j,0 .
�1GENSF
O FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP
= No- 58705
* -
MATL#:: 06B3-T6 76 MATL: 603-T6#71
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10707EU NOLOGYDRIVE "
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'%rs�ONAL
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JR OQN.�M7 O NO fJ1ANGES THIS SHEET.
FK
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SGD2500 NTS 11 d 1B 757
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0 P.E.p S(i705
1 3.624
.660
1.000
{�►- - .062
1 1.687 REF.
2.500
ANCHOR
HOLES
77 2 - TRACK HEAD
MAIL: 6063-T6
#702
70 HI -RISE TRACK ADAPTER
MATL: 6063 T5
#722A
3.500 084�
.687
2.370 —�{
1.594 REF.
.060
ANCHOR HOLES
1.010
73 2 - TRACK JAMB
MAT1:6063-T6
#704
HOOKSTRIP
O MATL:6063-T5
#740
1.687 REF.
ANCHOR .062
HOLES
1.750 .500
-P.750 �►-
' OPTIONAL SCREEN
�— 4.676 RAIL, POCKET
MATL: 6063-T5
#666
O 2 - TRACK EXTERIOR SILL
MATL: 6063-T6
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.550 ►RODUCf REyISM
1.687 REF.
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1 1.750
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��3.798 �1 MATL: 6063-T51y0ENSF''•4��
#732 No.58705
74 2 - TRACK INTERIOR SILL ;
MATL#66363 T6
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1070TECHNOtOOYDWWi�� •••'F<O'RIOP.•'•• •��•
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A0i"®'a•�="� sw2wo NTS 11 d 16 757 0 PFs5a7os
Lr- 5.218 1
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TU .062 -- {U� I
208 3 - TRACK HEAD
MATL: 6063-T6
#631
.062 A
.687
5.094 =j
O 3-TRACKJAMB
MATL: 6063•T6
#632
ADDED FRAME COMPONENTS
LI� 4.016 '�
�- 3.002
.950
.750
1.000
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III~ .062
21 t ADD -ON TRACK HEAD
ADD -ON TRACK,
212 FOR FRAME HEAD
MATL#:66063-T6
MATL: 616 3-T6
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I
687
.440
[A
3.187
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625
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O
2.394 --{
1 -TRACK SILL, LOW -RISE
MATL: 60 -T6
#61
EXTERIOR W/ ADD -ON
MATL: 6063-T6
#671
1.800
1.000
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216 MAT'L:6063-T6
#634
.062 1 1.250 1.250
.062 t \�_ .062.440 l
J
562 1 .562 �62 .627
Ti- 8.184 i� 5.582 I}tr 3.988
3 -TRACK SILL, EXTERIOR 214 3 - TRACK ADD -ON SILL 18 2 -TRACK SILL, LOW -RISE
8W/ SCREEN RAIL MATL: 6063-T6 EXTERIOR W/ADD-ON
MATL: 6063-T6 #615 / MATL: 6063 T6
#633
.062
.562
� 2.446
215 ADD -ON TRACK W/ O
SCREEN FOR FRAME SILL 217
MAT'L: 6063-T6
#616
JR 04N5N7 �O NO CHANGES THIS SHEET.
062
J
.062 .052
562
.562
IF
.562
r1.844
r �- 3.798
T - 2.204
1 -TRACK ADD -ON SILL
i19
2 -TRACK SILL, 1 -TRACK SILL,
INTERIOR W/ ADD -ON 220 INTERIOR W/ ADD -ON
MATL: 6063-T6
MATL: 6063-T6
MATL: 6063-T6
#635
#637
#636
10 k R��
EXTRUSIONS FRAME CONTINUED
CEUOFAurx029M
ALUM. SLIDING GLASS DOOR, NON-1
euk
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scvas°# WS I f3 1 16 757
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'el�'ONAL
A. LYNN MILLER P.E.
P.E.# 58705
DP TABLE REF.
ANCHOR TYPE
SILL
JAMB
P-HOOK
SILL
JAMB
P-HOOK
SILL
JAMB
P-HOOK
& SUBSTRATE
CLUSTER
CLUSTER
CLUSTER
¢g
<
¢
wg
¢M
¢e•�
wU
wzU
acq
w
aeq
a�7
wz
w
K
w
wwww
III
It
0:
RU:
NOM.
O
U
M
V
U
M
U
U
e5
U
U
PANEL UNITli
z
g
z
z
Q
z
z
z
O
z
O
z
zU
z
z
z
z
z
z z
WIDTH x HT-
0—
N
N
VN
N
0—
N
N
-
N
N
U
N
V
-
N
V
N
N
U
N
N
0- 0-
84.000
90.000
96.000
x 80.000
84.000
90.000
96.000
x 80.000
x
90.000
84.000
90.000
INTERMEDIATE HEAD/SILL ANCHORS,TYP.,
(2) ANCHORS PER LOCATION (2-TRACKS,
SEE SHEET 16 FOR 3 & 4 TRACKS
W MAX. O.C.
2 ANCHORS
48" NOM. 48" NOM. 48" NOM.-
AT EACH
EXAMPLE USES cYi cYi
LOCATION,
8 JAMB O O
(2-TRACK);
ANCHORS
3 ANCHORS
TOTAL. SEE Fz z
AT EACH
SHEET 16 FOR cc
LOCATION,
ADDTRAITIONAL o 0
(3-TRACK);
J¢ ¢
4 ANCHORS
APPLICATIONS 0 c9
AT EACH
LOCATION,
N
(4-TRACK)
¢ ¢ ¢
-,1
r4d
I 1
6" MAX. 6" MAX.
22 5/16" MAX. O.C. A -- ]
4B- NOM MAX. F
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
2-TRACKS, CONCRETE SUBSTRATE @ HEAD, SILL &
P-HOOK, CMU SUBSTRATE @ JAMB
JR
1 04D5%7
aw
NO CHANGES THIS SHEET.
1. ANCHOR TYPES:
1) 1/4" ELCO ULTRACON 2)1/4" ELCO SS4 CRETE-FLEX 3) #12 STEEL SCREW (G5)
2. GLASS TYPES: B - 3/16" TEMPERED C -1/4' TEMPERED D - 5/8" TEMPERED I.G.
3. TABLE ABBREVIATIONS:
SSN - SINGLEISINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6)
SSR - SINGLE/SINGLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 7)
SOR - SINGLE/DOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 8)
WD - WOOD SUBSTRATE
AL -ALUMINUM SUBSTRATE
4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX. O.C.
HEAD AND SILL SPACING - 6' MAX. FROM CORNERS AND 22 5116' MAX. O.C. 1
6. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL
CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
SILL AND JAMB TRACK SECTIONS.
ANCHOR 16- MAX
LOCATION, 8" MAX.
TYP.
ASTRAGAL OR (4)ANCHORCLUSTER-C4
INTERLOCK, TYP.
16" MAX.
8"
MAX.
1 11/16" MIN. O.C. TYP.
EXAMPLE
M ANCHOR CLUSTER - 06
f48-NOM.
SOLUTION
1 HEAD & SILL = 6" MAX. FROM
16"MAX..
PRpppyF�
wkb at Flo&*
CORNERS, 22 5/16" MAX. O.C. AND C6 8.
ANCHOR MAX AT EACH ASTRAGAL OR INTERLOCK.
JAMBS & P-HOOKS = 6' MAX. FROM
MAX.
LOCATION,
O.C.
�,Ne LZ_ 042a pS
TYP,.(1)—CORNERS
AND 28'MAX.O.C.
lSiIYfUHe 2 ex
PER AT
P-HOOK
TOTAL AT HEAD = 30 ANCHORS
00
(2+2+C6+2+C6+2+C6+2+2 = 30)
3- MIN.
t 1111 j
_
d
MAX TOTAL AT SILL = 30 ANCHORS
2+2+C6+2+C6+2+C6+2+2=30
( )
(8)ANCHOR CLUSTER-
��` y LYNArM
TOTAL AT JAMB = 8 ANCHORS
�. SON.........,.
�� , VCENgF •.�!_
TOTAL AT P-HOOK 5ANCHORS
CLUSTER DETAILS
HEAD/SILL CLUSTER LOCATION TYP.
SEE CLUSTER DETAILS
�%IFS' .�omoP.• 'G��':
�O
OM MMOGYMNIT
K VOW&FL3CM
�wf/ieatwo
ANCHORAGE SPACING
ALUM. SLIDING GLASS DOOR, NON -IMPACT
CEU..OFAurrcA22M
��*0
SG02sw
NTS
14 1B
O1ito"°
757
~
0
mmoo Qr
!nm—ms m
®
A. LYNN MILLER P.E.
P.E.# 58705
C CONCRETE ANCHOR 3.4 KSI MIN. CONC. 1" MIN. E.D., TYP. (2)
1 318" MIN. (SEE NOTE 1) ( 1.687
1 3/4"MIN. E.D. 2 1/2" FOR 2x WOOD
CRETEFLEX), TYP. (2) j (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1- MIN. E.D., APPLICABLE TO HEAD OR JAMBS
WOOD ANCHOR 1 TYP• (2) `' ""' ` 0 1/8 AL. MIN.
(SEE NOTE 1)
J�II :cr....s•. ".•':,.:::..:,:• NOTE 1. 1 3!8"
1.594 1x WOOD BUCK 1� MIN. � (EXTERIOR) �6063-T5
O.C. (SEE NOTE 2),
2x WOOD (EXTERIOR) 1.687 11/4" MAX SHIM 1/4" MAX. SHIM THHREADS
II �� #12 SMS BEYOND
O.C. WOOD ANCHOR
/� (SEE NOTE 2) DETAIL - C DETAIL - D (SEE NOTE 1) DETAIL - J METAL
SUBSTRATE.
1/4�M)4( S I� (EXTERIOR) O E TYPICAL FRAME HEAD INSTALLATIONS
N T S•
1� KSI MIN. CMU
OR
3.4 KSI MIN. CONC.
All
1.594
CONCRETE
;=;'.O.C.
ANCHOR
1 3/4' MIN. E.D.
EE NOTE 1)
?:
.:;: �l, (21/2" FOR
•;:c+_';- CRETEFLEX OR CMU)
c WOOD BUCK
TYP (2)
SEE NOTES 2)
(EXTERIOR)
DFTAII - F
.
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 14' SS4
CRETE-FLEX EMBEDDED 1 3/4" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4" (21/2" FOR CRETEFLEX OR
CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8' MIN.
WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". WOOD BUCKS
EPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS '
A ROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.
3. FOP,ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM
STR CTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F
ABO E FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J).
IF TH SE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAYBE USED.
4. IF SI L IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK,
NO METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
30W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY
y E AUTHORITY HAVING JURISDICTION.
TYPICAL FRAME JAMB INSTALLATIONS
1/8 AL. MIN.
MIN. OF 3 THREADS
6063-T5
lx WOOD BUCK,
BEYOND METAL
(SEE NOTE 2)�
SUBSTRATE.
CONC. ANCHOR
(SEE NOTE 1)-\
#12 SMS
1/4" MAX.
1.687 O•C.(SEE NOTE 5)
WOOD ANCHOR ' I
(SEE NOTE 1)
(EXTERIOR) 1 3/6" MIN.
3.4 KSI MIN. CONC.
o
NOTE 1. 1 318" MIN. 1" MIN. E.D..
_• WOOD ANCHOR NP• (2)
- (SEE No 1) (SEE NO DETAIL-B (S 2_)
L (SEE NOTE 2)
.j~•
1 1/4' 1" MIN. 1
MIN. E.D. •MIN. E.D. E.D. 1.687 O.C. 1-71 r E / E
I1 I F
(EXTERIOR) NOTE 1
(SILL) (SILL) (SILL) 1f�� /�� ,1 3/4- MIN. E.D. (211T
CO RETE ANCHOR J FOR CRETEFLEX), TYP. (2)
SEE NOTE 1) 3.4 KSI MIN. CONC.
(EXTERIOR)
(EXTERIOR)
DETAIL - G DETAIL - H DETAIL - I
TYPICAL POCKET P-HOOK INSTALLATIONS
u =1N 1_11 s ANC:HUKACiL- U
(811J 1861600 i�
ADDED ALUM. 70 DETAfL G. CER7. DFAUDL+D�9BI R�", — —
ALUM. SLIDING
DETAIL -
A
S MINSTALLATIONS
SDD2W , 1114 I 15 d 16- 1 757
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A LYNN MILLER P.E.
P.E.# 58705
169
MIN. O.C.
7
ANCHOR LOCATION, TYP.
5
4
3
NOTES ON POTENTIAL ANCHOR LOCATIONS:
.
2
1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4,
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
AND/OR 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
1.59" FOR JAMBS.
2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR TRACK
2
FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI-
TRACK SECTIONS.
3
5
6
—�_ 2 u
JAMB INTERIOR
7 6 6 4 3 2
1- -
1.59
MIN
D.C.
JAMB EXTERIOR
HEAD/SILL EXTERIOR HEAD/SILL INTERIOR
7
1.69
MI' N.O.C.'
M vSr,rcE � S FRAME, POTENT14L ANCHOR
o nvn �O r NO GfANGE57HIS SHEETI � 7mr. — . — . —
� OF ALUM. SLIDING GLASS DOOR
S002500 1 114 1 16 - 16
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uca pw" wily the Florid.
k"ng Code
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* ; No. 58705
Q, tt
:ATIONS ",'_10R%0F•..•'GX
''7ONAL
IN -IMPACT
A LYNN MILLER. P.E.
7V 0 P.E.#58705