HomeMy WebLinkAboutNOASFEB 2 S 29119
ST. Lucie County, Permitting
M IAAM�DA MFDE
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
FILE COPY
MIAMT--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315 2599
% w .mismidade.eov/economy
BY
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: Series "770-HP" Aluminum Sliding Glass Doors w / Reinforcements - S.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD - S.M.I.",
sheets I through 10 of 10, dated 08105/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by A. Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section,
MISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed 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 No. 16-0629.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
I
NOA No.17-0420.14
MIAM4DADE COUNTY Expiration Date: March 24, 2020
1201 `) Approval Date: October O5, 2017
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by A. Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0629. 08)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -7825, dated 06/10/2014, signed and sealed by Idahnis Ortega, P. E.
(Submitted under previous NOA No. I5-0106.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-3, A-4, B-3, B-4 and C 2), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D. Brinson, P. E.
(Submitted under previous NOA No. 13 1009.06)
Jorge M. Plasencia, P. E.
Pr duct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum Sliding
Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-6019 and FTL-6020, dated 08/07/09, both signed and sealed by Julio Gonzales,
P.E. Note: Test report No. FTL-6019 was revised and reissued on 12/29/09, signed
and sealed by Julio Gonzales, P.E.
(Submitted underpreviousNOANo. 09-0826.11)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, 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-
5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E.
(Submitted under NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
(Submitted under previous NOA No. 09-082611)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Lynn A. Miller, P.E.
2. Glazing complies with ASTM E1300-04109
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Piasencia, P. E.
roduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6t°
Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by Lynn A.
Miller, P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 04/18/17,
signed and sealed by Lynn A. Miller, P. E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) F17-8717, FTL-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06/10/I4, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No.15-0106.09)
6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted under previous NOA No.13-1009.06)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted under previous NOA No. 13 1009.06)
8. Proposal, dated 06104/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous NOA No. 13 1009.06).
9. Laboratory compliance letter for Test Reports No.'s FTL -6019 and FTL 6020, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by
Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-082611)
10. Proposals No.'s 09-0177 A, dated 05105109, -B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 09-0826.11)
G. OTHERS
1. Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc, for their Series
"770-HP Aluminum Sliding Glass Doors w / Reinforcements - S.M.L", approved on
07/28/16 and expiring on 03/24/20.
Jorge M. Plasencia, P. E.
P4 aduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-3
INTERLAYER TYPES:.090" PVB uuueal a I MVUA. o UaMu:
G9 -1" LAMINATED INSULATING GLASS: 3/16"TEXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" T GLASS WITH .090" PVB INTERLAYER. e2(117 FLORDA BUILDING CODE (FBC), 6TH EDITION
G9A -1" LAMINATED INSULATING GLASS: 1/4"TEXT. CAP + 5/16" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16,7T GLASS WITH .090" PVB INTERLAYER. .2014 FLORIDA BUILDING CODE (FBC), 5TH EDInON
•ASTM E1300-09
G10 - 7/16" LAMINATED: (2) LITES OF 3/16" T WITH .090" PVB INTERLAYER. _ .ANSIIAFSPA NOS-2015 FOR w000 CONSTRUCTION
G1 OA-9/16"-L-AMINATED: (2) LITES OF 1/4"TGLASS-WITH.090" PVB RLR. INTEAYE*ALUMINUM DESIGN MANUAL, ADM-2015
2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. •AISI S100-12
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS TM El300. •RISC $60-10
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) 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 CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
DETAILS SEE SHEETS 4-6.
4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825.
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE,
9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL, MAXIMUM 4 PANELS. SEE EXAMPLE
ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7.
D.L.O. WIDTH = NOM. PANEL WIDTH -7'
D.L.O. HEIG HT = DOOR UNIT HEIGHT-10.125' TABLE A:
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4"
THICK & 3400 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,
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
Anchor
Group
Andwr type
Frame
Member
subavara
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedmentar
Metal Thleknea;
A
912 18-8 SMS,
Fy=60 kai, F.=95 kal
*12410 SS SMS,
Fy 90 ksl. F.m110 ksi
All
Southern Pine (SG • 0.55)
9/16'
7/8'
1318"
6063-75 Aluminum
318'
9116,
0.071"
A36 Steel
3Ar
9/16"
0.050,
Or. 33 Steel Stud
3/B"
Gila'
0.044 (15 Go)
l/4' Elco Aggro•Gater6
Fr=57 ksl, Fa-99 ksi
All
Concrete (min. 2.22 kai)
1.112,
3°
1.318'
Jamb
Poled Block (ASTM CSO)
2°
3'
2"
Jamb
Hollow Block (ASTM C90)
2'
3'
1.114'
All
Southern Phm SGa 0.56
1°
1 1'
/318"
B
#12 Steel SMS (Gr. 5)
All
umom Firm TW. 0.55
7/B"
1.3/6°
6063-T5 Alaminam
Bile,
0.071"
Asa Steel
Er
9118"
0.050'
Or. 33 Steel Stud
9/16'
0.045' 18 GO)
C
114 Elco UltraCong
F,-155 ksl, F.-177 ksi
All
Concrete (min. 2.85 ksi)
1"
4'
1.318"
Jamb
Hollow Block (ASTM C90)
1°
6"
1-1/4"
114' Mae UltraConO
Fy=155 kal, F.-177 ksi
AG
fAncrote (mm. 2.85 ksi)
2-1/2°
4°
-Wll-
Jamb
Filled Block(ASTM COO)
2.1/2"
4'
13/4'
Jamb
Hollow Book ASTM C90
2-11Y
6'
1.1/4'
D
F114"410 SS Eleo Crete wx®
-127.4 ksi. F�- 189.7 kai
Head /Sill
Concrete (min. 3.35 ksi)
1'
a"
1314"
Jmb
Concrete (min. 9.35 ksi)
1"a"
1314'
Jamb
I Hallow Block (ASTM C90)
2.1/2°
6'
1.114"
All
I 6cutham Pire (SG. 0.55)
1"
1 1"1
1318"
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
GENERAL NOTES ............. I
ELEVATIONS ......................2
GLAZING DETAILS ............ 3
ANCHORAGE .....................4-6
DESIGN PRESSURES
....... 4
ELEVATIONS .....................
7
CONFIGURATIONS .......
... 7
VERT. SECTIONS..............8
HORIZ. SECTIONS............
8
PARTS LIST .......................
9
EXTRUSIONS ....................
10
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.14
Expiration Dat 03/24/2020
By
Miami-0 '-Protluct Control
1lnurr/
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�'C. LtGEN$F •. ��� i
* No' 587M
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vuly I 1 1 �u
A B F I
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MAX. MAX:
DOOR 8 e � f, � s 8 DOOR
UNITE UNIT
HEIGHT a 6 / / HEIGHT
108" 10811
x0, Ox, xx
M
DC
UI
HEI
11
MAX_ UNIT
WIDTH 191 1/2n
A B F I
t
NC.
iOR
6 5
�..
GHT
)8"
vvlV j I'm ]T ,ws 1w
B I
F
MAWR
MR
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PRODUCT REVISED
ae �omplying with the Florida
Bullding Code
NDA No. 17-0420.14
Fxplration Date 03/24/2020
BY i
Mianil-D roduct Control
OxxO .'icEN
.,�. No.58705 .�
APPROVED CONFIGURATIONS _� *=
17
EO
CI
1070TECHNOfAOYORIVE n/ATInAIC
3/16" T GLASS
318" AIR SPACE 74
3/16" T GLASS —.1.
3/16" T GLASS
.090" PVB
3/16" T GLASS -
5/16" AIR SPACE
14' T GLASS
V NOM. —I-.-�
83
79
6-5EXTERIOR ,_J
.090" PVB
3116"TGLASS -
-7/16" NOM. -
1/4" T GLASS
.090" PvB
74
1/4" T GLASS —
9/16" NOM. —
�i
3/4" NOM.
82
GLASS
BITE
81
EXTERTO �J
74
3/4" NOM.
GLASS
BITE
54
i 0
74
3/4" NOM.
GLASS
BITE
I 54
1" LAMINATED INSULATING 55
GLASS TYPES 139A 9116" LAMINATED GLASS TYPES G10A
Part#
Description
Material
56
Kommeding 4SG TPS Spacer System
57
Quenex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
58
Quenex Duraseal Spacer
Materials
59
Cardinal)& Edge Spacer
Kt [=KhNUt Itbi KCYVKIJ:nLro��I, otla6a0.9/u
+++-Trunrnrn
STRUCTURAL • 1/4" NOM.
POLYISOBUTYLENE
WITH DESICCANT -
Exr. GLAss 66 KODFSPACE
0 4SG TPS
GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE 3116' NOM.
FOAM
WITH
DESICCANT
EXT.GLASS sl SUPER
SPACER NXT
GLASS
BUTYL 8
DESICCANT
FOAM DURASEALP
EXT. GLASS 68 SPACER
GLASS
POLYISO- DESICCANT FILL AREA
BUTYLENE 6116"NOM.
SEAL
SILICONE SEAL
ROLL-FOfiMF1)
STAINLESS STEE
XL EDGET"
PRODUCT REVISED
as compsyIng with the Florida
Building Code NA -No. 17 0420.14
Expiration Date 03124/2020
BY
Miaml-Pa"" Product Control
EXT. GLASS SPACER
a��•"• �ICENSF
INT. GLASS
,t , No, 58705
__ •, �, _
R7ErF'�. tv��
f070TIX.'HNOLOGYDRiVE ` i '•:cL ORIDP•.•'
uvor unit nelyill
\T/ vaarylI
Reinforced Interlocks
80"
a"
90"
98"
102'
108°
Heat/ -duty Astragal
69-7/8' DLO
73-7/8' DLO
79-7/8" DLO
87-7/8° DLO
91-7/8' DLO
97-70 DLO
Heavy -duty -Stiles
— Anabb Gmup
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
I B I C
I D
A
B C D
A
I B I C
I D
A
I B I C
I D
A
B C D
A
I B I C
D
Design Pressure
+90F130
+90%130
+901-130
+901-130
+901-130
+901-130
24'
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
CS+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
OLDHead/Sill
Jamb
10
8
8
8
10
8
8
8
10
10
10
10
12
10
10
10
12
10
10
10
14
10
10
10
°
Design Pressure
+901-130
+901-130
+901-130
+901-130
+90%130
+901-130
30"
Head/Sill
C5+2
C5+2 C5+2
C5+2
C5+2
C6+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C6+2
C6+2 C8+2
C6+2
C6+2
C6+2
CB+2
C6+2
C6+2
C6+2 C6+2
CB+2
s
DLO
Jamb
12
10 8
8
12
1 10
1 8
1 B
12
10
1 10
1 10
14
1 12 1 10
1 10
14
12
1 0
10
16
1 12 1 10
1 10
Design Pressure
+901-130
+90r--130
+901-130
+901-130
+901-130
+901--130
36°
HeadlSlll
C5+2
C5+2
C5+2
C5+2
C8+2
C8+2
C5+2
CS+2
CB+2
CB+Z
C8+2
Cfi+2
C7+2
C7+2
C8+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
IL
DLO
Jamb
12
10
8
8
14
12
8
8
14
12
10
10
16
14
10
10
16
14
10
10
18
14
12
10
Design Pressure
+901-130
+9f4-130
+901--130
+90%130
+901-130
+90l--121.4
°
42
C6+2
CB+2
C
C
2
C
C+2
C7+2
C7+2
z
DLO
Jamb
14
12
6
8
16
12
10
8
16
14
10
10
18
14
12
10
20
16
12
10
20
16
12
10
Design Pressure
+901-130
+9N--130
+901-130
+90%130
+90l 118.5
+901110
48"
HeadlSlll
C6+3
CB+3
C6+3
C6+3
C7+3
C7+3
C6+3
C6+3
C7+3
C7+3
C7+3
C7+3
CS+3
C8+3
I C8+3
C8+3
C8+3
C8+3
C7+3
I C7+3
C8+3
CS+3
7+
C7+2
DLO
Jamb
18
12
1 10
1 8
1 16
1 14
1 10
1 6
1 18
1 14
1 12
1 10
1 20
1 18
1 12
1 10
1 20
1 16
1 12
1 10
1 20
1 16
12,A
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
INTERLOCKS TO BE REINFORCED
WITH THE #66 HEAVY-DUTY REINFORCEMENT
WG ntN_Ill ITV RT11 FF
O= EXAMPLE ON SHEET 5
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX. .
(NEGATIVE PRESSURES UNCHANGED), SEE TABLE 1A ON THIS SHEET.
3.2 112", 31/4" AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4. SEE SHEETS 1, 5 8.6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10,125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
Irorartu�a+vtavrunrvelr-1 Inn w.rn �arnu�nenenuear
1-3
OH LENGTH
OH OH HEIGHT = OH RATIO
HEIGHT
0 EQUAL TO 1
0 OR GREATER
SEE NOTE 3
PRODUCT REVISED
ascomp with the Florida
Building Code
. 17-0420.14
NOA-No
Expiration Date 03/2412020
BY
MIamF-D� a Product Control
irllllrr/r
LYNN
�'l'; VICENSF'•;�
No.))58705
+2 C7 +2 C7 +2 CLUSTERS OR THOSE BETWEEN A
I I ^ — CLUSTER AND A FRAME JAMB.
x x x x x xxx x
X xxxY r xx x- x 8"MAX.
- - 24" x
(ADD ADDTIONAL (20) ANCHORS TOTAL @ X
ANCHOR MIDSPAN EACH HEAD &SILL
IF NEEDED)
x
Y
r
21"
(12)
48" NOM. PANEL WIDTH
MAX. O.C.
ANCHORS
PER
X x
Y Y
JAMB
108.
(SEE .
MAX
SHEET
6 FOR
x
%
CLUSTER
"
O.C.
SPACING)
Y
x
'
x
PRODUCT REVISED
as comp)yyingg with the Flar9da
Building Gode
"
x Y�
NOA-No. 17-0420.14
X
Y
x x Y X X x
6" MAX'
Expiration Date03/24/2020
X
YYYY x YYYY X
24" MAX. O.C._ C.L. ASTRAGAL
I`
BY
rI -
!� 8" MAX., TYP
MIamH�Ale Product Control
SEE CLUSTER DET., SHT. 6
3-1/T' MAX.
INTERLOCK
3MAX. ASTRAGAL INTERIOR
8" MAX
CENTERLINE
O.C." CENTERLINE
0 0 0 0
2.04"
4 05 "
� �
0
o 0 0 0
I
—�{ 8" MAX.
24 MAX.
O.C. LOCATED BELOW EXTERIOR
CENTER OF PANEL
145-5/16" MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD & SILL ................ B" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24" MAX. ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6.
JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C.
UTILIZING JAMB ANCHOR QUANTTIES FROM rom r> cHnmcoornw
u �ranro n �x"m
f' �1 r
pl. AA/Q
= *•
No. 58705
%�T'•,
�(1
s ATE F it;�
SUBSTRATES AS SHOWN.
' DIAGONAL, O.G. DIMENSION IS 4.051" IN THE
HEAD & SILL, 6" IN THE JAMB.
-
I I 2x WOOD BUCK TYR,
EDGE DIST., � L SEE ANCHOR NOTE
SEE TABLE ^I//I( 3, SHEET 1
SHEET 1 I
N��L� ! t'
EXT.
— EMBED., SEE 5 ANCH(
TABLE A, SHEET 1
1/4"MBED., SEE TABLE A SHEET I
MAX.
SHIM 1/4' MAX. SHIM
WOOD ANCHOR TYR, SEE 1xWOOD
ANCHOR NOTE 2, SHEET 1 BUCK TYR,
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD .. SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET 1
CONCRETE
ANCHOR TYP.,
EDGE DIST.. SEE ANCHOR
SEE TABLE A 2-1/16" ` NOTE 1, SHEET 1
SHEETI I I
MAX. I I �� 2x WOOD BUCK TYP., SEE
SHIM u�U ANCHOR NOTE 3• SHEET 1
WOOD ANCHOR TYR, SEE
ANCHOR NOTE 2. SHEET 1 a EXTERIOR INTERIOR
DETAIL B. 2-TRACK FRAME HEAD (ALL VERT. SECTIONS)
WOOD INSTALLATION EMBED., SEE
TABLE A SHEET 1
1/4" MAX.
(SEE ANCHOR
NOTE 5, SHEET 1)
EXT. T-
2-1/16"'
EDGE DIST„
SEE TABLE A
SHEET
-CONCRETE
_ a' ■■ ' 1
I��
w -7
6ANCHOR CLUSTER -C6
ASTRAGAL OR
INT.
INTERLOCK
CENTERLINE
7"
3.5"
1
2.04"
4.051"
EDGE DIST.,
SEE TABLE A
SHEET 1
Ox WOOD
BUCK TYP.,-.--.
SEE ANCHOR EXT.
NOTE 3, SHEET 1
r WOOD ANCHOR TYP., SEE IEDGE
ANCHOR NOTE 2, SHEET 1 114" MAX. SHIM --►-I � SEE TABLEBLE
A
I SHEET
DETAIL C. 2-TRACK FRAME SILL
WOOD INSTALLATION
2x WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET -
EMBED., SEE
TABLE A, SHEET 1
WOOD ANCHOR
TYR, SEE ANCHOR
NOTE 2, SHEET 1
2x WOOD BUCK TYP., SEE
EXT. ANCHOR NOTE 3, SHEET 1
DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR: TYR,
WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET I-
EDGE DIST.,
SEE TABLE A
SHEET
2-TRACK, ASTRAGAL/INTERLOCK
7 ANCHOR CLUSTER - C7
1/4"
MAX.
SHIM
2-1/16"'
3.5" 1--- �-t 7"
3.5"
PRODUCT REVISED
EMBED.,
SEE
TABLE A,
as ComplyIng with the Florida
Building Code
NOA-No. 77-0420.74
Expiration Date03/24/2020
SHEET 1
By
Maroduet l:ontro
I -CONCRETE ANCHOR TYR,
SEE ANCHOR NOTE 1, SHEET 1
DETAIL F 2-TRACK FRAME HEAD
CONCRETE INSTALLATION
f 1/4" MAX.
2-1/16"' (SEE ANCHOR
NOTE 5, SHEET 1)
EXT. + I
/- GROUT AS REQ.
� CONCRETE
''• :'.::.i • EMBED., SEE
TABLE A SHEET 1
EDGE DIST.
SEE TABLE
A. SHEET I
NN
Y LY .
0.........
�,. •'UCENgF ����� i
y} Na 58705 p
It070TECHN000DYDRIVE I I °®�°m`
e ununoAnc GVnn.1(�1 C/"II/CTCOQ___
SINGLE
A
INTERLOCK
LOCKSTLE
IV/
LomnLE
LSINGLE
yam
INTERLOCK
L R
ASTRAGAL
our
NASTRAGAL
IN
=OUT)
C
SINGLE
INTERLOCK
mxnv)
SINGLE
P
INTERLOCK
LOCKSTILE
ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAIL T, SHT. 8
SINGLE EXTERIOR &ANCHORDETAILS'A','B'
INTERLOCK &'F,SHT. 6
SINGLE
INTERLOCK
ASTRAGAL
OUT
SINGLE
INTERLOCK
SINGLE
INTERLOCK
ASTRAGAL
IN
FIXED
LOCKSTILE
[,
FIXED
SINGLE
(�
LOCKSTILE
INTERLOCK
ASTRAGAL
FIXED
OUT
LOCKSTILE
r�cvm
T
ASTRAGAL
-
IN
LOCKSTX E
(eaxur)
S
FIXED
ASTRAGAL
LOCKS77LE
OUT
S
FIXED
❑ ASTRAGAL
LOCKS77LE
IN
(BOXIN)
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH -7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
191 1/2" MAX. UNIT WIDTH
41" MAX. NOMINAL
D.L.O. PANEL
WIDTH IWIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R'
'L'
'D'
'P'
SEE
'REINF.
NOTE
REINF.
jj
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS BELOW
OXXO (2 TRACK)
) X 1.50'
PH SMS
PANEL CORNER
DETAIL
! 97 718" 1MAX.
MAX' DOOR
D.L.O. UNIT
HT. HT.
TYP. TYP.
SILL DETAIL'H', SHT. 8 &
ANCHOR DETAILS'C' &
'G', SHT. 6
SILICONE
RS
FRAME CORNER
DETAIL
X 1"
SMS
NOTES:
1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL
PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR
ANCHORAGE DETAILS.
2. MAX. DLO WIDTH= 41% MAX. DLO HEIGHT= 97 718", MAX PANEL HEIGHT= 10610
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL.
EQUALS 46"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.14
Expiration Date 03/24/2020
By
Mla Product C ntrol
Illtlll 111/!!
. 1.10ENgF'•
* :• No.58705
ATE OF
ItaroRECItNw.oCrowVE I rIAAIGr T/[fCL� /CVAl101 C C/ C1/ATIIIA/C _
0.062° J -
0.062" � 0 26d"
_ FIXED PA EL-C
�
0.045" -1
0.050" �v �J
INTERLOCK SCREW COVER
FRAME SCREW COVER
GLAZING BEAD (7116")
GLAZING BEAD (9/16')
GLAZING BEAD (1" I.G.)
FIXED PANEL CLIP 7
(65) MArL:6063-T6
(5) MAT'L:6063-T6
(80) MAT'L:6063-T6
(81) MATL:6063-T6
(79) MAT'L: 6063-T6
(105)MATL•6063-TO
Em
0.062" - JI 1,304'
3.25" --
TOPBOTTOM BOTTOM RAIL
(69) MATL: 6063-T6
4"
0.133" -i f 1 1.6"
3.125"
HEAVY DUTY STILE
(61) MATL: 6063-TB
2-TRACK HEAD W1 SCREEN TRACK
(2) MATL: 6063-T6
- 3.979" -1
0,075"
0.281" -I
HEAVY DUTY ASTRAGAL
(68) MATL: 6063-T6
rT 1.211"0.080"
,�m t
vo
2-TRACK HEAD
(1) MATL: 6063-76 0.250" ' ' -
REINFORCEMENT
0.750" (66) MATL: 6063-T6
0.750" (PANNEL LENGTH - 9")
0,062"
0.062"
0.750"
4.055" 0.062"
3.305"
2.555°
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER
_ (24) MATT _6063-T6 (23) MATL: 6063-T6 (21) MATL_6063_T�
4.49"
0.080" �-
1.162"
1" 1.505" y
TI--- 0.232"
1.467"
I 0.062" f�
1.645!1 FLUSH FLAT SILL RISER
(18)MATL:6063-T6
0.062" LM 1.0119"
SCREEN STILE I
(40) MAT'L: 6063-T6
0.062"
1.888
1.739"
2-TRACK SILL
(7) MAT'L:6063-T6 INTERLOCK ADAPTER
(62) MATL: 6063-T6
2-TRACK JAMB
15" (14)MAT'L:6063-TB
2-TRACK SILL W/ SCREEN TRACK
(8) M1AT'L: 6063-T6
0.83"
L -1
1
FfL_0.752'
D.709"
TL
II
--i
0.709"
0.0801,
0.080"
-
II
1.045' 0.080" T 0.863 I...- O.
12554' 1- SILLTRACK
0.062" (11) MATL: 6063-T6
1.993"
�-- [-+-- 0.875"
SCREEN TOP RAIL
(45) MATL: 6063-T6p- 1 993"
0.062"
SCREEN BTM. RAIL
(46) MATL: 6063-T6
`---- 0.232"
0.906°
2.455"
0.062- U0j
1.567"
___L 0.062"F+-
FLUSH BOX SILL RISER LOW FLAT SILL RISER
(19) MATL: 6063-T6 (20) MATL: 6063 T6
FIXED PANEL FIXED PANEL
RETAINER, 7/8" RETAINER, 9116'
(123) MATL: 5063-T6 (106) MATL: 6063-T6
0.232"
0.062" -►11 0.062"
0.232"
i5"
MED. FLAT SILL RISER HIGH FLAT SILL RISER
(22) MATL: 6063 Ts (25) MATL: 6063 T6
r-vrr", ir"r�un
9"
n
2-TRACK JAMB W/
SCREEN TRACK
(15) MATL: 6063-T6
PRODUCT REVISED
as complyln with the Florida
Building Code
NOA-No. 17-0420.14
Expiration Date03/24/2020
By
Mia i-Da oduct Control
* No.58705
�0;_
TATE 0;' (U
2
17303
617303
2-TRACK HEAD W(TH SCREEN RAIL
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMS ADD -ON
7
17304
617304
2-TRACKSILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
11
17313
617313
FRAME SILL TRACK INSERT
14
17305
617305
2-TRACKJAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
18
17322
617322
SILL RISER
19
17319
617319
SILL RISER - HOLLOW
20
17321
617321
SILL RISER -LOW FIAT
21
17318
617318
SILL RISER -LOW HOLLOW
22
17356
617356
SILL RISER -MED FLAT
23
17364
6173U
SILL RISER-MED HOLLOW
24
17320
617320
SILL RISER -HIGH HOLLOW
25
17323
617323
SILL RISER -HIGH FLAT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREEN BIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8182
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
46
4317
612266
SCREEN TOP RAIL
46
4318
6=57
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER-ST. STL
49
4344
84344
SCREENASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGALADAPTER
51
1692
61692
SCREEN SPLINE-.165"
52
1694
61694
SCREEN SPLINE -.1501
63
61816C20
SCREEN CLOTH
54
1725
1/2" X 4' X 1116" SETTING BLOCK
55
1726
1' X4" X1/16" SETTNG BLOCK
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END W EATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
66
1734S
617346
INTERLOCK ALUM REINF. (PANEL - 91)
b'! 713'L4 lit 1J'14 IVYh tlV IIUM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION QNJEOMON MOLDED)
71
1695
71695
1-112" X 1"X 3/4" HIGH FINSEALDUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-S99, DOW-995 OR GE-7700
75
ales
78186X
GEMWI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032X1FPFX
#1032 X 1' FL. S.S. SCREW W/ TYPE "F" TIP
77
7103239
1032 STEEL ZINC U-NUT
80
17359
617359
7116' BEAD I FIXED PANEL CUP '
81
17360
617360
SAS' BEAD
82
1224
STP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2" X 1/16' SGL SIDE ADH. TAPE, POLYETH.
100
8052
48062
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
ales
78186X
1' KEEPER
104
653
7SDKEEP
SCREEN LOOK KEEPER
105
17344
617344
FIXED PANEL CUP - 6" LONG
106
17345
617345
EXTERIOR FIXED PANEL RETAINER- 9/16'
107
1739
71739
HANDLE KIT -INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
ill
71OX34PPSDAX
#10 X3144 PH. PN. TEK -S.S•
112
1235
67S16
WSTP,.27V X.17(r-FIN SEAL
113
1712
64066
.1871 X.23(l" FINSEAL
114
71OX116PPX
#10X1-l/V
116
710XPPT
#10 X 1'
116
720XIX
#14.20 X 1" S•S.
117 1
1
72DX112X
914-20 X 1.V S.S.
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3, 4, 9-10, 12,13, 16, 17, 26-39, 60, 67, 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
-- 1070TEL^HNOLOGYORIVF
PRODUCT REVISED
as complying with the Florida
Building Code
NOANo. 17-0420.14
Expiration Date 03/24/2020
By
Miami-Dadc'Produet Control
NNONY LYN/y�i
`� � LICENSE •., ��
�¢ No. 58705
�0� � sT F T
ALL REINFORCED INTERLOCK
DETAIL'J'
DETAIL'N' SCREEN
AT HEAD
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET
SEE SHEET 5 FOR FOR
INSTALLATION DETAILS)
Ko-
7°
FLUSH BOX SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
18
EXT.
1.667'
FLUSH FLAT SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
EXT.
14 81 106 OF LL JAMB GTH
#8X1-11 #10X314".
SMS, X 2 6" @ SMS, X 3
113 105 MIDSPAN
FULLLENGTH
OF JAMB
STANDARD CLIP OPTIONAL CLIP
W/RETAINER#106 W/ RETAINER #123
DETAIL W (FIXED PANEL)
DETAIL'O' SCREEN
AT SILL
(2-TRACK SHOWN)
LOW BOX SILL RISER
(2-112")
5°
20
EXT.5,
LOW FLAT SILL RISER
(2-1/2")
EXT.
G] EXTERIOR INTERIOR [�
(ALL VERT. SECTIONS)
3.305°
MEDIUM BOX SILL RISER
(3-1/4y
22
EXT. 3.3105"
_1
MEDIUM FLAT SILL RISER
(3-1 /4")
EXT.
DETAIL'L'
DETAIL'P' SCREEN
ATJAMB
(2-TRACK SHOWN)
is,
HIGH BOX SILL RISER
(4")
25
4 056"
EXT. j
HIGH FLAT SILL RISER
(4")
MAX 108" ST 718"
DOOR UNIT MAX
HEIGHT DLO
TYP.
4 INTERIOR
(ALL HORIZ SECTIONS)
EXTERIOR
DETAIL T
DETAIL'H'
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
as complying with the Florlda
Building Code
NOA-No. 17-0420.14
Expiration Date 03/24/2020
ey
Miami-D Product Contml
�111111111 it,
Q
t-N{o. 58705 1.1
X,