HomeMy WebLinkAboutNOAMIAMI•DADE . MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
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) ="*midade.gov/economy
PGT Industries Inc. SCANNEDRoy
1070 Technology Drive, BY
North Venice, Fl. 34275
SCOPE: St. Lucie County
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/ FBC, as
applicable are required.
Limitations: 1. Use of Table 11 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. Max''V4" 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 revises NOA # 15-0609.10 and consists of this page 1 and evidence pages E-1 & E-2, as well as
approval document mentioned above.
The submitted documentation was WWGM"M j Dl39rRIi IZLSION
REVIEWED FOR CQf�IANCE
REVWWRI) R V ` NOA No. 17-0420.05
MIAMI-DADE COUNTY DATE Expiration Date: May 22, 2018
"' • ' PLANS AF. FE T MU T BE iCffi 0Nqrbval Date: September 07, 2017
2s`�1 OR NO INSPECTION WILL BE MADE. 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-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(5th 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.
S�n4q � •��a �.10.
Ishaq L 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 (6th Edition), prepared by PGT, signed and sealed by
Lynn Miller, P.E.
2. Glazing complies with ASTMS-1300-02, -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(61h 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.
Ishiq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.05
Expiration Date: May 22, 2018
Approval Date: September 07, 2017
E- 2
SERIES 2500, NON -IMP, `.T RESISTANT
SLIDING GLASS DOOR
1. GLAZING OPTIONS:
B. 3116" TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117, FTL-4277 AND FTL-5095.
C. 114" TEMPERED GLASS. TEST REPORT FTL-3102.
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 1-3 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 1/3% 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, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275,
FTL-4277, FTL-4278, FTL-4280, FTL-4285, FTL-4341 AND 5095.
>ELCO ULTRACON AND CRETEFLEX NOA'S
>ANSI/AF&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
C. SPECIFIC GRAVITY: 1.43
D. TENSILE STRENGTH: 1450 PSI
E. ULTIMATE ELONGATION: 380% 11
F. MODULUS @ 100% ELONGATION: 590 PSI
G. TEAR STRENGTH: 210 LB/IN
10. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIRE-
MENTS PER CURRENT FLORIDA BUILDING 39 36 40
CODE AND TO BE REVIEWED BY THE 3/16" 1/4"
AUTHORITY HAVING JURISDICTION. TEMPERED TEMPERED
GLASS GLASS
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
ANCHORAGE .....................
14-16
GLASS BITE 15
3/16" MONOLITHIC GLASS
GLASS TYPE B
Yf ' 104/05H7 1 0 1 UPDATED TO FBC 2017, REV ANCHOR TABLE, THIS SHEET. I
1/4" MON
GL
070 TECHNOLOGYORO/E
N. VENICE, FL W4275 r
M41)480.1800 L
CERT. OFAUTH. A29296
COMPARE' ANALYSIS: TABLE
>EXTENDED siLL, 21/2" HIGH
>SINGLE(SINGLE INTERLOCK
>NO REINFORCEMENT (SEE SECTIONS ON SHEET 6)
B. FTL-3117 & FTL4277; 3116" OR 1/4" TEMPERED
D. FTL-4280 & FTL4285; 5/8" TEMPERED I.G. (3/167, 1/4"SPACE, 3/16"T)
NOM. co OVER-ALL DOOR HEIGHT
PANEL
WIDTH 80" (66) 84" (70) 90" (76) 96" (8°)
B
+65.0
-98.8 1
+65.0
-70.0
+64.6
-64.6
+60.0
1 -60.0
24" (20)
D
+65.0
-107.1
+65.0
-80.0
+65.0
-73.8
+65.0
-68.6
g
+65.0
-82.7
+58.4
-58.4
+53.8
53.8
+49.8
-49.8
30" (26)
'+65.0
D
+65.0
-89.6
-66.8
+61.4
-61.4
+56.9
-56.9
g
+65.0
-72.3
+50.9
50.9
+46.7
-46.7
+43.1
-43.1
36" (3°)
D
+65.0
-78.3
+58.2
58.2
+53.3
-53.3
1 +49.2
-49.2
B
+65.0
-65.1
+45.7
-45,7
+41.7
-41.7
+38.4
=38.4
42" (36)
D
+65.0
-70.5
+52.2
-52.2
+47.7
47.7
+43.9
43.9
B
+60.0
-60.0
+42.0
-42.0
+38.2
-38.2
+35.0
-35.0
48" (4°)
D
+65.0
-65.0
+48.0
-48.0
+43.6
43.6
+40.0
-40.0
COMPARATIVE ANALYSIS:
TABLE 2.
>EXTENDED SILL, 2112" HIGH
>SINGLE(SINGLE INTERLOCK
>FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7)
GLASS TYPES:
B. FTL-3116; 3/16" OR 1/4" TEMPERED
D. FTL4341; 5/8" TEMPERED I.G. (3/16'7,1/4"SPACE,3/167)
NOM. co OVER-ALL DOOR HEIGHT
PANEL
WIDTH 0 80" (61) 84" (70) 90" (76)
96" (8°)
24" (20)
B,D
+66.0
-105.9
+65.0
-100.0
+65.0
-92.3
+65.0
-85.7
30" (26)
B,D
+65.0
-88.6
+65.0
-83,5
+65.0
-76.8
+65.0
-71.1
36" (3°)
13,13
+65.0
-77.4
+65.0
-72.7
+65.0
-66.7
+61.5
-61.5
42" (36)
B,D
+65.0
-65.3
+65.0
-65.3
+59.6
-59.6
+54.9
-54.9
48" (40)
B,D
+50.0
-50.0
+50.0
-50.0
+50.0
50.0
+50.0
50.0
O 1 NO CHANGES THIS SHEET.
INTERIOR
SINGLE/SINGLE
INTERLOCK
NO
REINFORCEMENT
INTERIOR
EXTERIOR
SINGLE/SINGLE
INTERLOCK
REINFORCED
NOTES:
1. POSITIVE
SILL. PO!
NEGATIVI
2. 1NTERI01
CASE PC
SHOWN II
°7°7ECHN=GYDRM
N. YENICE, F19I275 r
(BCt)48616°° Illull'
COM OFAU7}[ tF29?M
COPYRGeRoxn
CODE PANEL TYPES
A
R.H. LOCKSTILE
INTERLOCK
B
INTERLOCK INTERLOCK
��
C
R.H.
REVERSE
INTERLOCK
ASTRAGAL
D
LOCKSTILE R.H.
INTERLOCK
E
INTERLOCK INTERLOCK
F
L.H. L.H.
INTERLOCK INTERLOCK
DOUBLE
G
LOCKSTILE
INTERLOCK
H
INTERLOCK INTERLOCK
DOUBLE
DOUBLE
I
INTERLOCK
INTERLOCK
J
LOCKSTILE
STANDARD
ASTRAGAL.H.
K
LOCKSTILE
INTERLOCK D==
L
L.H.
STANDARD
ASTRAGAL
INTERLOCK
M
L.H.
LOCKSTILE INTERLOCK
N
STANDARD
L.H.
ASTRAGAL
INTERLOCK
R,H'
FIXED
P
INTERLOCK
LOCKSTILE
CODE
P
R
FIXED
LOCKSTILE
S
FIXED
LOCKSTILE
T ASTRAGAL
U ASTRAGAL
LOCK LK
V LOCKSTILE
VVVVLL
INTERLOCK
Y
FIXED
LOCKSTILE
Z I LOCKSTILE
DOUBLE
YR INTERLOCK
DOUBLE
G R INTERLOCK
REVERSE
L R ASTRAGAL
NDA
WR ASTRAGAAL
DOUBLE
S INTERLOCK
SD I INTERLOCK I I
1070 TECHNOLOOYDRIVE
N. VENICE, FL 75
(&f1)480.1600f600
CERT. OFAUTH. #Z92BB
DOPY1LGRfo"17
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NING FOR 48" NOMINAL
96"
MAX.
HT.
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48" NC
DLO
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WIDTH
48" NOM. M
48" NOM. MAX
070 TECHN040GO.UVE
N. VWCE, FL 34275
(941)460-1600 [
CERT. OFAVTH. #29296
212 I I
Lj
MAX.
HEIGHT
ALL
CONFIG.
NOTE:
MAX. DP W/ 1 3/4"
SILL = +35.3 PSF
(5 - TRACK HEAD & SILL SHOWN)
EXAMPLE MULTI -PART EXTERIOR FRAME
VERTICAL SECT.
STANDARD SILL
JR 1 04105117 1 O 1 NO CHANGES THIS SHEET.
(T.
WE
VERTICAL SE
EXTENDED S
0707ECHN01-06YOWE
N. VEIVIC FL 34275
(941) 450.160000
CERT. OFAUTH.#29296
SECT. B-B -J SECT. C-C J
SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEM
SECT. A -A
MOVABLE INTERLOCK
AT P-HOOK
•
v OR v
SECT. B-B
MOVABLE SINGLE/SINGLE INTERLOCK
76 AND a
J OR 106
W
AIR SPACER,
TYP. ALL SECTIONS
SECT. D-D
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
JR 104/05N7 1 0 1 NO CHANGES THIS SHEET. I
N. VENICE, FL S4275 r
(941)460.1600 G
CEW.. OFAUTH. #29296
-- -� - -
SECT. F-F SECT. G-G
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMI
46
W
X
SECT. A -A
106 OR 6
MOVABLE INTERLOCK
AT P-HOOK SECT. F-F
MOVABLE SINGLE/SINGLE INTERLOCk
76 AND O 6 OR 106
O O O
O O AIR SPACER,
;;TYP. ALL SECTIONS
X
SECT. H-H
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
I JR 1 04105117 1 0 1 NO CHANGES THIS SHEET. I
070TECHNOLOGYDRIVE
N. VENIC� FL 84276
(941)480-1600 [
CERT. OFAUTH. #29296
SE' A -A -�
SECT. 1-1 - SECT. G-G -
SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEM
SECT. A -A
MOVABLE INTERLOCK
AT P-HOOK
76 AND C 77
•
45
46 OR 1os
W
X
33 OR s
SECT. 1-1
MOVABLE SINGLE/DOUBLE INTERLOCF
106 6
OR 46
X
45
SECT. J-J
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
10707ECHNOLOGYORIVE
N. VEMCE, FL 30
(901)48o-1600 �ur RII, Date ReHaknc CERT. OFAUTH. U192B8
JR 04/0&17 O NO CHANGES THIS SHEET.
Da By.- Dare cned®e o�: COPIYR1GM02"7
F.K. 09/08/04 J.J. 04/02/06 a M VW
(1) TRACK CLIP ASSEMBL'
ON EACH ACTIVE PANEL i
POSITION TO SECURE TH
ITS RESPECTIVE SILL TRY
(2) FIXED PANEL BRACKE
ON EACH FIXED PANEL l
PANEL TO FRAME JAMB
OPERABLE PANELS
L
N. VENICl F100 F
(941)e8alsoo IIILJI`
NO CHANGES THIS SHEET. CERT. OFAUIH. #29296
COPYWGf fcmt7
ITEM
PA I
708.
DESCRIPTION
PGT#
rfFm Y
1
LOCKSTIIE,MONOLITHIC
69362
62 5
2
LATCH ASSEVIBLY(LOCK)
MOCK
63 1
3
LATCHASSEMBLY(D
7DUMY
64 1
4
#10-32 X 1.25 PH. FL. MS (LATCH)
71114K
66 7
6 1705
INTERLOCK (STD.), MONOLITHIC
69409
67 7
7
1119
#10 X.750PH. PN. SMS - S.S.
7S134X
68
8
1/4-20 X 1.125 PH. PN MS
7142OXI 18PPMSX
69 7
9
1209
W STP.187 X 320 -PILE
6FELTK
70 7
11
706
TOP RAIL MONO=C
68172
71 7
12
1281
W STP, .187 X .290 FIN SEAL
61281W
72 7
13
725B
TOP PANEL GUIDE
41801
73 7
15
707C
BOTTOM RAIL, MONOLITHIC
68173
74 6
17
726
BOTTOM PANEL GUIDE
41802
76 7
18
661
SINGLE ROLLER ASSY.
7SRAZ
77 7
19
661
SINGLE ROLLER ASSY.-S.&
7SRAX
78 6
20
683
TANDEM ROLLER ASSY.
7683Z
90 1
21
683
TANDEM ROLLER ASSY. - S.S.
7683SS
101 7
23
1609
ASTRAGAL,MONOLITHIC
68315
106 7
24
1720
JASTRAGAL (RD.), MONOLITMC
69492
111 6
26
1653
ILATCH LEPER
7SDICEEP
115 6
27
1653
ILATCH KEEPER- S.S.
7SDKEEPX
121 7
28
# 8 X .312 PH. TR. SMS
78X56A
130
29
729
JAMB BUMPER
72087K
30
#6 X.375 PH. PN. SMS
76M8PPA
131 1
31
663/664
BUMPER SHLM (030 OR .060)
41831
134 7
33
734
DOUBLE -INTERLOCK (STD.), MONO.
69494
201 6
36
1007
GLAZING VINYL - 3/16
6T304
202 6
37
1GLAZING VINYL -1/4
614GLK
203 6
39
3/16" TEIAPERED GLASS
204 6
40
1/4" TEMPERED GLASS
208 6
42
645
ADD -ON STILE OXO ONLY)
69112
45
755
1/2 X 15/8 REINF. - ALUM
6755M
209 6
46
1214
1/2 X 1 1/4RETT. - ALUM.
61214M
210 6
49
1749
ORCEMENT SPRING CLIP
7BRKTM25
211 6
51
11040
IMORTICELOCK(DEAD LATCH)
71040
212 6
52
1040-2
1MORTICE LOCK (DEAD LATCH) S.S.
7104OX
213 6
53
CYLINDERMOUSINGASSY.(MORTI
70288K
214 6
215 6
54
1016
#8 X.625 PH. FL. SMS
7858ZA
216 6
55
657
BACKINGPLATE(MORTICE)
4183ON
56
1045
MORTICEHANDLESET
71045
217 6
57
COVERPLATE
7VF43
218 6
58
659
MORTICE LATCH KEEPER
7SDSP5M
1
220 6
60
1239
3/16"APPLIEDMUNi'IN
68421
222 6
61
1665
1 COLONIAL ENDPIECE
41628
1 225 17
1070 TECHNOLOGYORIVE
N. VENICE FL 34275
(041) 460-1600
CERT. OFAUM MUM
L�YRMd?"Ai
PGTlN888IFE MG
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r
L
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JR
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04/05117
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NO CHANGES THIS SHEET.
OY vr.
F.K
OeL:
09/08R14
ChoUa08
J.J.
Lim.•
04A)2/OB
---i .890 I -
I pt
.062
1.31175
- 1 1.036 H-
I.G. TOP RAIL
MAT'L: 6063-T5
111 #618
7-►I .890 I
t .062
1.375
4500--
TOP RAIL
MAT'L: 6063-T5
#706
11
2.310
.093
1.816
I.G. DOUBLE INTERLOCK
MATL:6063-T6
134 #745
-►I 1.036
.062 .062
2.438 2.438
t? I t _r I
�1 .890 f~ -►{ .890 I~
I.G. BOTTOM RAIL BOTTOM RAIL
MATL:6063-T6 MATL:6063-T5
815
#619 #707
[+ .500
500}-
�
1.611
1.250
O45 RFORCEMENT
46 REINFORCEMENT
MAT'L:6063-T6
MAT'L:6063-T6
#755
#1214
NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 114"
1.096
-1
2L7
.845
I JR 1 04/05/17 1 0 1 NO CHANGES THIS SHEET. I
1.816
STD. DOU
MAI
33
2.562 -
I.G.ASTRAGAL
MAT'L: 6063-T6
121 #737
#71
N. VENICE. -( r
(841) 484160000 II'Ljl^ CERT. OFAVTH. #29296
.660 - ►I
�- 3.624 -1
1.000 '
r-1, .062 2.500
1.687 REF.
ANCHOR
HOLES
71 2 - TRACK HEAD 70 HI -RISE TRACK ADAPTER
MAT'L: 6063-T6 MAT'L: 6063-T5
#702 #722A
j1 3.500 ►{
.687
062 2.370 -�
' '
060
1.594 REF.
ANCHOR HOLES 1.010
73 2 - TRACK JAMB HOOKSTRIP
MATL:6063-T6 69 MAT'L:6063-T5
#704 #740
1.687 REF.
ANCHOR 062
HOLES � �I
1.750 .500
.750
I .0622 203 OPTIONAL SCREEN
r- 4.676 RAIL, POCKET
MAT'L: 6063-T5
#666
72 2 - TRACK EXTERIOR SILL
MAT'L: 6063-T6
#703B
.550 �-I IF
1.687 REF.
ANCHOR
HOLES 1.750
.062
.562 .050 -►{�
�- 3.798 ---�� 225 HI -RISE TRACK ADAPTER
MAT'L: 6063-T5
#732
74 2 - TRACK INTERIOR SILL
MAT'L: 6063-T6
#637
1070 TECHNOLOGY ORWE
N. V 41) 46 -1 34275
00
(911J 480-1500 u
�' R°w'"O"'' CERT. OFAUTH. 429296
1 0105117 0 NO CHANGES THIS SHEET:
ADDED FRAME
5.218� I ��-4.016-
1.000
750 .950
r .062
I1 .062 --{�--
211 ADD -ON TRF
208 3 - TRACK HEAD MAIL: 6
MAT'L: 6063-T6 #61
#631
.062
.062
.687
3.187 -
5.094
2 - TRACK FI
213 JAMB ADD
209 3 - TRACK JAMB MAT'L: 606
MATT: 6063-T6 #617
#632
062
1.250
562 A 562
6.184 I i 5.582
3 -TRACK SILL, EXTERIOR
2i0 W/ SCREEN RAIL
MAT'L: 6063-T6
#633
.062
.562
�-+- 2.446
2i5 ADD -ON TRACK W/
SCREEN FOR FRAME SILL
MAT'L: 6063-T6
#616
56
1.844
214 3 - TRACK ADD-WP
MAT'L: 6063-T
#615
.062 J
.562
217 1 -TRACK ADD -ON SILL
MAIL: 6063-T6
#635
04105117 1 0 1 NO CHANGES THIS SHEET.
119 INT
N. VENICE FL f75
(841) 460-1600
CERT. OFAUIH. #2M6
MINIMUM •J'CHORQUANTITIES
•
DP TABLE F� , >
SHEET 2, TABLE 1.
SHEET 2, TABLE 2.
SHIM
GLASS TYPE >
B,C OR D
B,C OR D
INTERLOCK & >
SSN (SEE NOTE
3)
SSR (SEE NOTE
3)
SDR p
REINFORCEMENT
HEAD &
SILL
JAMB
P-HOOK
HEAD &
SILL
JAMB
P-HOOK
HEAD &
SILL
ANCHOR TYPE
& SUBSTRATE
CLUSTER
CLUSTER
CLUSTER
J
WW
J
WW
WW
J
WW
WW
J
W
J
W
{{yy�,�
J
J
�WJ
W
J
�w�
6w
wgit
m
0
0
c�
c)
m
0:0m
0
U
r�
0
0
0
0
m
0
co
6
NOM.
PANEL UNIT
z
U
Z
U
Z
U
Z
U
ee
S
Z
U
Z
cOi
�]
S
Z
Z
0
ee
5
Z
0
Z
10)
Z
OU
Z
Q
5
Z
Z
�
5
WIDTH x HT.
cOi
N
N
N,
N
N,
N
N
N
N
24.000 x 80.000
C6
C6
C6
8
8
8
5
5
4
C6
C6
C6
8
8
8
4
5
4
IC6,C8
C6
6
84.000
26
C6
C4
8
81
8
4
1 4
4
C6
C6
C6
8
8
8
4
5
4
IC81C8
C6
6
90.000
C6
C6
C4
8
8
8
4
1 4
4
C6
C6
C6
81
8
8
4
5
4
IC81C6
C6
8
96.000
C6
C6
C4
8
8
8
4
1 4
4
C6
C6
C6
8
8
8
4
5
4
C8
C8
C6
6
30.000 x 80.000
C6
C6
C6
8
8
8
5
1 5
4
C6
C6
C6
8
1 8
8
5
5
4
C8
C8
C6
8
84.000
C6
C6
C4
8
8
8
4
1 4
4
C6
C6
C6
8
1 8
8
5
5
4
C8
C8
C6
6
90.000
C6
C6
C4
8
8
8
4
1 4
4
C6
C6
C6
8
1 8
8
5
5
4
C8
C8
C6
8
96.000
C6
C6
04
8
8
8
4
4
4
C6
C6
C6
8
8
1 8
51
5
4
C8
C8
C6
8
36.000 x 80.000
C6
C6
C6
8
8
8'
5
5
5
C6
C6
C6
8
1 81
8
5
5
5
C6
C8
C6
11
84.000JC4C4
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
5
C8
C8
C6
11
90.000
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
5
C8
C8
C6
11
98.000
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
4
C8
C8
CB
11
42.000 x 80.0006
C4
8
8
8
5
5
5
C6
C6
C4
8
8
8
5
5
4
C6
C6
C6
11
84.000
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
11
90.000
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
11
96.000
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
11
8.000 x 80.0006
C4
8
8
8
5
5
5
C4
C4
C4
8
8
8
4
4
4
C6
C6
C4
8
84.000
C4
8
8
8
4
4
4
C4
C4
C4
8
8
8
4
5
4
C6
C6
C4
8
90.000
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C4
11
96.000
C4
8
8
1 8
1 4
1 4
1 4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
11
INTERMEDIATE HEADISILL ANCHORS,TYP.,
(2) ANCHORS PER
LOCATION (2-TRACKS,
SEE SHEET
16 FOR 3 & 4 TRACKS
28" MAX. O.C.
—
2 ANCHORS
48" NOM.
48" NOM.
48"
NOM.
48" NOM.
AT EACH
EXAMPLE USES
U
LL)
0
LOCATION,
8 JAMB
O
0
0
(2-TRACK);
ANCHORS
w
w
3ANCHORS
TOTAL. SEE
Lu
F-
ANCHOR
MAX
AT EACH
SHEET 16 FOR
z
z
LOCATION,
O.0
LOCATION,
ADDITIONAL
O
O
O
PER AT
T
(3-TRACK);
TRACK
J
J
J
I}
4ANCHORS
APPLICATIONS
CD
(9
P-HOOK
AT EACH
0-
-LOCATION,
m
0
P
(4-TRACK)
¢
¢
¢
¢
o_
6" MAX. J I
1--6" MAX. 1�22 5/16" MAX. O.C.
L HEAD/SILL CLUSTER 1
48' NOM MAX.
SEE C4, C6 OR C8 CLI
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
1070
TECHNOLOOYDRW
2-TRACKS, CONCRETE
SUBSTRATE @ HEAD,
SILL &
MYENICS FL 34275
P-HOOK, CMU SUBSTRATE
@ JAMB
19411460.1600RrA
CERT. OFAUT 2 628266
GTgmLsplmx
�vtv�
I�Jn1
JR
04/0517
0
NO CHANGES THIS SHEET,
On w-
F.K.
0.a:
09108�04
cNow
JJ.
Mare:
ovom
1 3• IIN. —1
WOOD ANCHOR
(SEE NOTE 1)
CONCRETE A 'E 1)
1" MIN. E.D.,
TYP. (2)
1.594 t 1 x WOOD BUCK
O.C. (SEE NOTE 2)
2x WOOD
(SEE NOTE 2)
1/4" MAX. SHIM (EXTERIOR)
DETAIL - F
SEE NOTE 1.
I— 1.5 KSI MIN. CMU
OR
3.4 KSI MIN. CONC.
_]III 1694
CONCRETE
:-.:;, O.C.
ANCHOR
1 3/4" MIN. E.D.
(SEE NOTE 1)
; .' (2 1/2" FOR
:e. CRETEFLEX OR CMU)
1x WOOD BUCK
(EXTERIOR) TYP (2)
(SEE NOTES 2)
3.4 KSI MIN. CONC.
1 3/4" MIN. E.D.(2 112" R
CRETEFLEX), TYP. (2)
A NOT
(EXTERIOR) I I 1 687 I ' L 1/4"
{ O.C. III_
DETAIL - C
NOTES:
1. FOR CONCRETE INSTALLATIONS IN MIAMI-
CRETE-FLEX EMBEDDED 1 3/4" MIN. THE h
CMU). FOR WOOD INSTALLATIONS USE #1
2. WOOD BUCKS DEPICTED IN THE SECTION;
DEPICTED AS 2x ARE 1 1/2" THICK OR GRE
APPROVED BY AUTHORITY HAVING JURISI
3. FOR ATTACHMENT TO ALUMINUM: THE MA
STRUCTURAL MEMBER SHALL BE OF A SI2
ABOVE FOR 2x WOOD BUCKS. THE ANCH(
IF THESE CRITERIA ARE MET THE PRESSU
4. IF SILL IS TIGHT TO SUBSTRATE, GROUT C
NON-METALLIC GROUT (3350 PSI MIN.), (D(
THAT IS NOT TIGHT TO THE SUBSTRATE, A
30# FELT PAPER OR MASTIC IS REQUIRED
THE AUTHORITY HAVING JURISDICTION.
DETAIL - E
TYPICAL FRAME JAMB INSTALLATIONS
1/8 AL. MIN.
MIN. OF 3 THREADS 6063-T5 1x WOOD BUCK,
BEYOND METAL (SEE NOTE 2)�
SUBSTRATE.
CONC. ANCHOR
(SEE NOTE 1)�'
#12 SMS
3.4 KSI MIN. CONC.
NOTE .1.
WOOD ANCHOR
(SEE NOT
1" MIN.
E.D. E.D.
(SILL;
(EXTERIOR) (EXT
DETAIL - G DETAIL - H DETAIL - I
TYPICAL POCKET P-HOOK INSTALLATIONS
I JR 1 04/05/17 1 0 1 ADDED ALUM. TO DETAIL G. I
070 TECHNOLOGYDRIVE
N. VENICE, FL 34V.5 r
(941)460.1600 L
CERT. OFALIM.#29296 I
1.69
MIN. O.C.
ANCHOR LOCATION, TYP. '
NOTES ON POTENTIAL ANCHOR LOCATIONS: n
1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, IV lol�lul
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 2 TRACK n i 4 4
FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI-
TRACK SECTIONS.
u u
HEAD/SILL EXTERIOR
ram--sir—i—�--�--�~—��!it—��
f070 TECHNOLOGYORIVE
N. VENICE, FL 34275
(941) 480-1600 I�5-7I
>0 R°„ CERT. OFAUTH. F28208
04/05/17 0 NO CHANGES THIS SHEET.
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