HomeMy WebLinkAboutAPPROVED 18-0201.12 SGD LMIMIAM
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)
www.miamidade.cov/economy
Jupiter Glass specialties Inc., dba
South Eastern Door Company
1505 Commerce Lane P.O. Box 794
Jupiter, FL 33458
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: Series Atlas HP Aluminum Sliding Glass Door w/wo reinforcements -LMI
APPROVAL DOCUMENT: Drawing No. 18-052 (former 16-093), titled "Sliding Glass Door", sheets 1 through 11 of
11, prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, 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: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressure (DP) Rating, +ve DP and max frame size limitation in sheet 1 and in note 2 in sheet 2. See glass
capacity DP and DLO limitation in sheet 9. Lower design pressure shall control.
2. See reinforcement requirements in sheet 4.
3. Pocket structure, under separate approval to be reviewed by Building officials.
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 # 17-0214.03 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-0201.12
Expiration Date: June 08, 2022
Approval Date: March 22, 2018
Page 1
Jupiter Glass specialties Inc., dba
South Eastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 16-093, titled "Sliding Glass Door", sheets 1 through 11 of 11, prepared by
EngCo. Inc., dated 11/23/16 and last revised on MAY 16, 2017, signed and sealed by Pedro
De Figueiredo, P.E.
B. TESTS (submitted under file #17-0214.03 )
1. 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) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) 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 Black Water Testing, Inc., Test Report No.BT-SED-16-001, dated DEC 23, 2016,
signed & sealed by Constantin Bortes , P. E.
Note: This test report is revised by ad addendum letter, issued by Black Water Testing Inc.,
dated 03/27/17, signed & sealed by Constantin Bortes, P. E.
C. CALCULATIONS
1. Anchor verification calculation, complying w/ FBC 2014, prepared by EngCo. Inc., dated
FEB 02, 2017, signed and sealed by Pedro De Figueiredo, P.E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass
Interlayers", expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of compliance w/ FBC-2014 and "No financial interest" dated 02/02/17,
prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E.
2. Active status listing of incorporation with Florida Department of State of Jupiter Glass
Specialties, Inc., since 03/17/1980.
3. Active status listing of fictitious name with Florida Department of State of the Southeastern
door Company, since 01/01/1991.
G. OTHER
Test proposal #16-072, dated June 22, 2016 approved by RER
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0201.12
Expiration Date: June 08, 2022
Approval Date: March 22, 2018
E-1
Jupiter Glass specialties Inc., dba
South Eastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 18-052 (former 16-093), titled "Sliding Glass Door", sheets 1 through 11 of 11,
prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017(61h edition), prepared by PPMF Inc., dated
JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E.
G. OTHER
1. This NOA revises NOA # 17-0214.03, expiring 06/08/2022.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0201.12
Expiration Date: June 08, 2022
Approval Date: March 22, 2018
E-2
GENERAL NOTES:
FLORIDA BUILDING CODE 2017 (6th ed) HVHZ
LARGE & SMALL MISSILE IMPACT RATED
I - CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE
WITH THE FBC 2017 GTH EDITION INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2- DEFINITION: THIS PRODUCT IS AN ALUMINUM SLIDING GLASS DOOR
DESIGNED, CONSTRUCTED AND TESTED PROVIDING PROTECTION FROM
HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE AND SMALL
MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS
STATED IN THIS APPROVAL. INSTALLATION OF HURRICANE PROTECTION
DEVICES IS NOT REQUIRED.
3- POSTING: PRODUCT SHALL BE LABELED AS FOLLOW:
JUPITER GLASS SPECIALTIES, INC DBA
SOUTHEASTERN DOOR COMPANY - JUPITER - FLORIDA
SERIES ATLAS HP SLIDING GLASS DOOR
LARGE * SMALL MISSILE IMPACT RATED
MIAMI-DADE PRODUCT CONTROL APPROVED
4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND
PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH
SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT
EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED. THE DESIGN
PRESSURES, AS DETERMINED FROM ASCE 7-10, ARE PERMITTED TO BE
MULTIPLE BY O.G
5- MATERIAL: ALL ALUMINUM PARTS TO BE GOG3-TG ALLOY OR AS NOTED AND
GLAZING TO BE LAMINATED IMPACT GLASS AS SPECIFIED ON THIS
APPROVAL.
G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN
THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS
APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE
MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL.
7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR
ENGINEER OF RECORD TO VERIFY THE FOLLOWING:
7. 1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE
ATTACHED INSURING PROPER ANCHORAGE.
7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO,
LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC.
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT.
8- DISSIMILAR MATERIALS: WHERE ALUMINUM IS IN CONTACT OR FASTENED TO
DISSIMILAR MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL,
INSTALLATION SHALL MEET THE REQUIREMENTS OF CHAPTER M.7 OF THE
ALUMINUM DESIGN MANUAL 2015.
DOOR UNIT SELECTION PROCEDURE AND INSTRUCTIONS TO USE
THIS DRAWING TO VERIFY DOOR ADEQUACY PRESSURE
STEP I- SHEET I GENERAL NOTE 4: DETERMINE PROJECT DESIGNED PRESSURE (DP)
AS INDICATED.
STEP 2 - SHEET 1 : COMPARE (DP) WITH PRODUCT DESIGN RATING, FUNCTION OF
DOOR SIZES FW x FH AND POSITIVE PRESSURE OF THRESHOLD RISER
STEP 3 - SHEET 5, G * 7: SELECT FRAME ANCHORING IN ACCORDANCE WITH 2, 3, 4
OR 5 TRACK SELECTION.
STEP 4 - THE PRODUCT DESIGNED RATING MUST BE EQUAL OR GREATER THAN THE
CALCULATED PROJECT WIND PRESSURE (PD)
TABLE OF CONTENTS:
SHEET
DESCRIPTION
1
GENERAL NOTES, PRODUCT
DESIGN RATING AND QUALIFICATIONS
2
DOOR SAMPLE ELEVATI❑NS
WITH FIXED AND OPERABLE PANELS AND POCKET CONFIGURATION
3
TYPICAL ELEVATI❑N WITH
CROSS SECTI❑NS LOCATOR
4
D❑OR SECTIONS DETAILS
5
JAMB FRAMING ANCHORAGE
DETAILS
6
HEADER FRAMING ANCHORAGE DETAILS
7
SILL FRAMING ANCHORAGE
DETAILS
8
FRAMING DIE C❑MP❑NENTS
9
PANEL DIE COMPONENTS,
GLAZING CONFIGURATIONS
10
PANEL HARDWARE
11
LIST ❑F C❑MP❑NENTS
PRODUCT DESIGN RATING AND QUALIFICATIONS
W)K (SEE NOTE 2, SHEET 2)
wx FW - FRAME WIDTH
NOMINAL
PANEL
e'
s
L7 2
O
X
X
X
0
iW
x w
w 2
OR
X
4=
4=
cD
OR
X
o
a
DLO
NOMINAL PANEL = FW / # OF PANELS
wx FW - FRAME WIDTH
NOMINAL
PANEL
2
L X X X X P
2
W
)KW = w w
a DLO
i� u
NOMINAL PANEL = FW / # OF PANELS
NOTE: POCKET IS NOT TO BE INCLUDED IN THE FW
DESIGN PRESSURE
RATING
IMPACT
RATING
PANEL SIZES
MAX.
FW X FH
+ G 5 P5 F -
LARGE * SMALL
52" X 100 1 /2"
40'
-75 P5F
MISSILE IMPACT
NOMINAL MODULE
X
102 I /2"
±50 P5F *
LARGE *SMALL
48"X 117"
432"
MI551LE IMPACT
NOMINAL MODULE
X
120"
* POSITIVE (EXTERIOR) DP SELECTION
THRESHOLD
RISER TYPE
MAXIMUM PRESSURES (PSF)
CASE I
CASE 2
3-1/4'
+65
+65
2"
+65
+50
13/16"
+65
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NOTES:
I - CASE 1 : MAXIMUM POSITIVE PRESSURES FOR 3-1/4", 2" OK 1 3/1 G" THRESHOLD
WITH OVERHANG AS PER ILLUSTRATION "Z".
2- CASE 2: MAXIMUM POSITIVE PRESSURES FOR 3-1/4" AND 2" THRESHOLD RISER
W/OUT THE OVERHANG.
3- THE POSITIVE PRESSURE SHALL BE THE LESSER VALUE FROM THE ABOVE TABLE
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(❑H LENGTH)
OUTSIDE
ERHANG
ILLUSTRATION "Z"
OVERHANG IN COMPLIANCE WITH THE FBC REQUIREMENTS.
DOORS INSTALLED WHERE THE OVERHANG (OH) RATIO IS
GREATER TO OR MORE THAN I NEED NOT TO BE TESTED FOR
WATER INFILTRATION, THE OH RATIO SHALL BE CALCULATED
BY THE FOLLOWING EQUATION
OH RATIO = OH LENGTH / OH HEIGHT >= 1.0
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01/28/18
DRAWING #
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4 OR MORE PANELS
FW )K)K
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POCKET STRUCTURE
DESIGN NOT PART
OF THIS APPROVAL
I
DOORS SAMPLE ELEVATIONS WITH OPERABLE AND FIXED PANELS AND POCKET CONFIGURATIONS
x
x
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3 PANELS
— FW )K)K
FW )K)K
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PANEL
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POCKET STRUCTURE
DESIGN NOT PART
OF THIS APPROVAL
2 PANELS
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w
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FW )K)K
FW *w
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I PANEL
FW
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---I PANEL
POCKET STRUCTURE
DESIGN NOT PART
OF THIS APPROVAL
P- POCKET
X- OPERABLE PANEL
O- FIXED PANEL
FW FRAME WIDTH
DLO- DAYLIGHT OPENING PANEL
-K (SEE NOTE 2)
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POCKET STRUCTURE 1110 � lig rAth t
DESIGN NOT PART bmulinAumpta®ceNo t&.-o
OF THIS APPROVAL � `�I- t2,
NOTES:
I - DOOR CAN BE CONFIGURED WITH AS MANY PANELS AS THE TWO, THREE, POUR OR
FIVE TRACK SYSTEM CAN FIT, LIMITED TO THE MAXIMUM TESTED FRAME WIDTH X 1.5
WITH LIMITATIONS AS BELOW:
2- MAXIMUM FW= 3 12 X 1.5 = 4G8" FOR FH <= 102 1 /2"
MAXIMUM FW= 288 X 1.5 = 432" FOR 102 1 /2" <= PH <= 12011
3- MAXIMUM DLO= 4G 5/8" X 94 1 / 1 G" FOR 52" X 1 00" NOMINAL PANELS
MAXIMUM DLO= 42 5/8" X I I 1 9/ 1 G" FOR 48" X 1 1 7" NOMINAL PANELS
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DATE:
01/25/18
DRAWING #
1 8-05 2
SHEET
2 OF I I
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JAMB ANCHORAGE SEE
SHEET 5 FOR DETAILS
TYPICAL ELEVATION AND CRO55 SECTION LOCATOR
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No. 52609
-o 1L. STATE OF
FW = SEE NOTE 2, SHEET 2
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N❑M. PANEL N❑M. PANEL_ N❑M, PANEL N❑M, PANEL N❑M, PANEL N❑M, PANEL
NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N
P>=MW
DLO: DL❑1 DLO: DLO: DLO: DL❑:
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NP- 5 3/8" 5 3/8" NP- 5 3/8" NP- 5 3/8" NP- 5 3/8" 5 3/8"
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HEADER SILL
1 3 OR MORE TRACK SYSTEM ANCHOR PATTERN
MINIMUM CLUSTER OF G ANCHORS STAGGERED
---- - -- --- SPACED AT 4"OC AND LOCATED AT
4 4 4 4 4 EACH INTERLOCK STILE AND MEETING STILES
SEE SHEETS G AND 7 FOR DETAIS
SEE 4 * 5 TRACKS ILLUSTRATED IN SHEET 8
a
TRACK SYSTEM
- 2 TRACK SYSTEM
-----
TYPICAL CLUSTER ❑F:::::::•
3 ANCHORS FOR HEADER ODUC
! AND SILL AT POCKET JAMB
HEADER * SILL
2 TRACK SYSTEM ANCHOR PATTERN
MINIMUM CLUSTER OF 4 ANCHORS IN -LINE
SPACED AT 4"OC AND LOCATED AT EACH INTERLOCK STILE
SEE SHEETS G AND 7 FOR DETAIS
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DATE:
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SHEET
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SEE SHEET 3 AND G
FOR HEADER
ANCHORING DETAILS
SEE SHEET 3 AND 7
FOR SILL
ANCHORING DETAILS
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9
TYPICAL DOOR SECTIONS
ANCHOR S(.HFf)l11 F
TYPE
DESCRIPTION
EMBEDMENT
SUBSTRATE
EDGE DISTANCE
A
1/4" TAPCON BY ITW
1 3/4" MIN.
3000 251 CONCRETE
3"
B **
114" TAPCON BY ITW
1 114" MIN.
MASONRY BLOCK
3"
C
114" TAPCON BY ITW
1 112" MIN.
PT WOOD (5G=.55)
3/4"
D
114-14 GR 5 SMS
MIN. 3 THREADS
METAL STRUCTURES
3/4"
NOTES:
1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING.
2- METAL STRUCTURES ARE TO BE ASTM A36 STEEL OR 6063-T6 ALUMINUM (1/8" THICK MIN.)
3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE
4- CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 PSI
5- ANCHORS A, B AND C, YIELD STRENGTH Fy=100 KSI, ULTIMATE STRENGTH Fu=125 KSI
6- ANCHORS Di YIELD STRENGTH Fy=92 KSI, ULTIMATES STRENGTH Fu=120 KSI
❑PTI❑NAL � ❑PTI❑NAL
REINFORCEMENT # 10
APPLICABLE ONLY FOR
DOORS WITH FH
HANDLE "C L CO K HANDLE
STILES
Ll b
N
z INSIDE / OUTSIDE
4 - --
SILL OUTSIDE/INSIDE
'THRESHOLD HEIGHT
DL❑ 8
( SEE SHEET I FOR P051TVE
DP LIMITATIONS )
/-3, A2/ 3, A3 OPTIONAL HANDLE
3, 2/ 3, 3/ 3, 4/ 3. 5
3, 22/ 3, 32/ 3. 42/ 3.52
3, 23/ 3, 33/ 3, 43/ 3.53
LOCK
JAMB
4
4 1
FRAME WIDTH
OPERABLE PANEL -I
❑PTI❑NAL
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❑PTI❑NAL
HANDLE
REINFORCEMENT # 10
APPLICABLE ONLY FOR
DOORS WITH FH
GREATER THAN 102 112"
INSIDE
OUTSIDE
POCKET ANCHORS:
FOR LOADS EQUAL OR LESS THAN 50 PSF
ANCHORS A, C AND D SPACED AT I G" OC
ANCHORS B SPACED AT 4" OC
FOR LOADS GREATER THAN 50 PSF
ANCHORS A, C AND D SPACED AT 10" OC
** ANCHORS B NOT APPLICABLE
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JAN 2 9 201
1P 28 ED
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JAMB
5
POCKET
REINFORCEMENT # 1 I
APPLICABLE ONLY FOR
DOORS WITH PH
GREATER THAN 102 112"
FIXED PANEL
1, 2/ 1, 3/ 1. 4/ 11 5
eH6- FOR FIXED PANEL ONLY
q 4 (INSIDE) PANEL HOLD CLIP AT
FIXED HEADER ONLY NO SCREW
4 TO INTERLOCK STILE
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DATE:
01/245/18
DRAWING #
1 8-05 2
SHEET
4 OF I I
JAMB TYPE
1 .3, 1 .4, 1.5
MAX' 1/4"
SHIM
r (8 ANCHORS)
L TYPE A, B, C, D
ww
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W Z
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F- TOP
HKEEPER
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2
W
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iI
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SILL
HEADER
JAMB TYPE
z
1.2
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<8 ANCHORS)
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TOP
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KEEPER
OUTSIDE
_
Z
Q
BOTTOM
I
4
OF
I
KEEPER
_
JAMB FRAMING ANCHORAGE DETAILS
SUBSTRATE;3000 PSI CONCRETE
CONCRETE BLOCK
1/8' STEEL OR ALUMINUM
wWOOD (SG>=, 055)
LD w
Q z MAXIMUM
1/4" SHIM
A �
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8 ANCHORS TOTAL
SEE LAYOUT
-I- EMBED,
W W
l7 U
A z
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A v~i L 3, 1. 4, 1, 5
wA
OUTSIDE TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
it
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I
II
OUTSIDE OUTSIDE OUTSIDE
OUTSIDE
ANCHOR SCHP_DUI_E
ww
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Az
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LD U
A z
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SUBSTRATE:3000 PSI CONCRETE
CONCRETE BLOCK
1/8' STEEL OR ALUMINUM
WOOD (SG>=, 055)
MAXIMUM
1/4' SHIM
DE F1
tQ
No. 52609
� ., STATE OF
'' ''' •. •,� RN, ..��'''' �
s
3 ANCHORS A, B, C OR D _
8 ANCHORS TOTAL
SEE LAYOUT JA N
EMBER. 20'
OUTSIDE
1, 2
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
POR INSTALLATION WITH I X * 2X WOOD BUCK
WOOD BUCKS TO BE PROVIDED BY OTHERS AND TO BE PROPERLY
ENGINEERED AND SECURED TO TRANSFER IMPOSED LOADS.
N❑TE1
FOR 2 & 3 TRACKS, ANCHORS CAN BE PLACED
IN ANY SECTION OF THE TRACK AS LONG AS
THE EDGE DISTANCE IS MAINTAINED
FOR 4 & 5 TRACKS, ANCHORS TO BE
PLACED DISTRIBUTED AMONG INNER MOST AND
MIDDLE TRACKS, IF EDGE DISTANCE IS BELOW
THAN REQUIRED, AV❑ID ANCHORAGE AT THE
OUTERMOST TRACK, (SEE ILLUSTRATION),
TYPE
DESCRIPTION
EMBEDMENT
SUBSTRATE
EDGE DISTANCE
A
1 /4" TAPCON BY ITW
1 3/4" MIN.
3000 E51 CONCRETE
3"
B
1 /4" TAPCON BY ITW
1 114" MIN.
MASONRY BLOCK
3"
C
1 /4" TAPCON BY ITW
1 112" MIN.
PT WOOD (SG=.55)
3/4"
D
1 /4-1 4 GR 5 SMS
MIN. 3 THREADS
METAL STRUCTURES
3/4"
NOTES:
I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING.
2- METAL STRUCTURES ARE TO BE ASTM A3G STEEL OR 0003-TG ALUMINUM (MIN. 1/8" THICK)
3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE
4- CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 PSI
5- ANCHORS A, B AND C: YIELD STRENGTH Fy= 100 KSI, ULTIMATE STRENGTH Fu= 125 KSI
G- ANCHORS D: YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Fu= 120 KSI
ODUC
l
Accept
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01/28/18
DRAWING #
III
SHEET
5 OF I I
HEADER FRAMING ANCHORAGE DETAILS
FW = SEE NOTE 2, SHEET 2
L DOOR PANEL — POCKET
II11 11 I
HEADER
POCKET W/ CLUSTER
OF 3 ANCHORS
TYPES A, C OR D
POCKET
STRUCTURE
TO BE DESIGNED
N G
BY OTHERS AND
ES
NOT PART OF
THIS APPROVAL
41 MAX, 48' OR 52'OC MAX. 48' OR 52' OC
I I o — —
4 414
L—� — ---
TYPICAL ONE ANCHORS TYPICAL CLUSTER OF 4 ANCHORS
SPACED AT 4' FROM ENDS SPACED AT 4'❑C AT EACH
INTERL❑CK AND MEETING STILES
4 MAX. 48' OR 52'OC i MAX. 48' OR 52'OC
L—� ---
TYPICAL ONE ANCHORS TYPICAL CLUSTER OF 6 ANCHORS
SPACED AT 4' FROM ENDS SPACED AT 4'OC AT EACH
INTERLOCK AND MEETING STILES
F
L
CLUSTER OF 3 ANCHORS
MAX. 48' OR 52'OC FAT POCKET JAMB
3000 PSI CONCRETE
1/8' STEEL OR ALUMINUM
WOOD (SG>=, 055)
MAXIMUM 1/4' r
SHIM SPACING -� (ED) EDGE
DISTANCE
—I,q-
0
1
L3
Ld
2
Z Z
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SYSTEMS SHIM SPACING
ANCHORS TYPE
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—1�
Lfl I
CLUSTER OF 3 ANCHORS LD z
W =
MAX, 48' OR 52'OC AT POCKET JAMB 0 w a 0
4� a_ �W
2 TRACK 0 _
o 4-4 SYSTEMS J
_� ANCHORS TYPE C
1 4
— MAX. 48' OR 52'OC —
— MAX. 48' OR 52'OC
MAX, 48' OR 52'OC
4
0 0 0 0 0 0 0
0
0 0 0 0 0 0 0
0
0
4
4
TYPICAL CLUSTER OF L TYPICAL CLUSTER OF 6 ANCHORS
2 ANCHORS SPACED AT SPACED AT 4'OC AT EACH
4'❑C AND 4' FROM ENDS INTERLOCK AND MEETING STILES
I MAX, 48' MAX, 48' 1
OR 52'OC OR 52'OC
4 TRACK EXAMPLE
I MAX. 48' MAX. 48, I
OR 52'0C 1 dR 52'OC
I I
5 TRACK EXAMPLE
N❑TE1 FOR 2 & 3 TRACKS, ANCHORS CAN BE PLACED IN ANY
SECTI❑N OF THE TRACK AS LONG AS THE EDGE DISTANCE IS
MAINTAINED
FOR 4 & 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED
AMONG INNER MOST AND MIDDLE TRACKS, IF EDGE DISTANCE IS
BELOW THAN REQUIRED, AVID ANCHORAGE AT THE OUTERMOST
TRACK, (SEE ILLUSTRATI❑N).
( ED) EDGE
DISTANCE
................. liF �i
No. 52609
• STATE OF `
OAR•., QP .••'••;
i
ANCHORS A, C OR D k
CLUSTER OF 4 OR 6 29
ANCHORS SEE LAYOUT
SUBSTRATE;
3000 PSI CONCRETE
1/8' STEEL OR ALUMINUM
WOOD ( SG> =, 055)
(ED) EDGE
DISTANCE 12 (IDSTANCE
2. 3,
2, 4,
2, 5
ANCHORS A, C OR D
CLUSTER OF 6
ANCHORS SEE LAYOUT
FOR INSTALLATION WITH I X * 2X WOOD BUCK
WOOD BUCKS TO BE PROVIDED BY OTHERS AND TO BE PROPERLY
ENGINEERED AND SECURED TO TFANSPER IMPOSED LOADS.
3 TRACK SYSTEMS
ORODUC I REVISM
ANCHORS TYPE
rI)sga�� With the
A, C OR D
Acccplaoec No 2 0 c� m 1-Z
(SEE NOTE FOR 4 4 5 TRACKS)
ANCHOR SCHEDULE
P
TYPE
DESCRIPTION
EMBEDMENT
SUBSTRATE Tq�ED
A
1 /4" TAPCON BY ITW
1 3/4" MIN.
3000 E51 CONCRETE
3"
C
1/4" TAFCON BY ITW
1 1 /2" MIN.
PT WOOD (SG=.55)
3/4"
D
1 /4-1 4 GP, 5 5MS
MIN. 3 THREADS
METAL STRUCTURES
3/4"
NOTES:
I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING.
2- METAL STRUCTURES ARE TO BE ASTM A3G STEEL OR GOG3-TG ALUMINUM (MIN. 1/8" THICK
3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE
4- ANCHORS A AND G: YIELD STRENGTH Fy= 100 K51, ULTIMATE STRENGTH Fu= 125 K51
5- ANCHORS D: YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Fu= 120 K51
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DATE:
01/28/18
DRAWING #
1 8-05 2
5HEET
G OF I I
4
FW = SEE NOTE 2, SHEET 2
DOOR PANEL �— DOOR PANEL
SILL FRAMING ANCHORAGE DETAILS
POCKET
STRUCTURE
TO BE DESIGNED
BY OTHERS AND
NOT PART OF
THIS APPROVAL
POCKET W/ CLUSTER
OF 3 ANCHORS
TYPE A
SILL
4 MAX. 48' OR 52'0C
—
MAX, 48' OR 52'OC
MAX. 48' OR 52'OC
I. 'V I t-1\ LJ
AT P❑CKETI JAMB
t
TYPICAL ONE ANCHORS L TYPICAL CLUSTER ❑F 4 ANCHORS
SPACED AT 4' FROM ENDS SPACED AT 4'OC AT EACH
INTERL❑CK AND MEETING STILES
1 4 MAX. 48' OR 52'OC MAX, 48' OR 52'OC --
O O O O O O O
TL
o 0 0 0 0 0 0
4
"IL 4
—---
TYPICAL CLUSTER OF TYPICAL CLUSTER OF 6 ANCHORS
2 ANCHORS SPACED AT SPACED AT 4'❑C AT EACH
4'❑C AND 4' FROM ENDS INTERLOCK AND MEETING STILES
I MAX. 48' MAX. 48' 1
OR 52'OC 1 OR 52'OC
I I
4 TRACK EXAMPLE
ANCHOR SCHEDULE
I_ MAX, 48' MAX. 48' 1
OR 52'OC 1 OR 52'OC
I 1
5 TRACK EXAMPLE
THRESHOLD SET ON
NON SHRINK GROUT
3' EDGE
DISTANCE
SHEAR CLIP #12 NOT REQUIRED
FOR INSTALLATION WITH GROUT
o
® 2 TRACK
SYSTEMS
ANCHORTYPEA
—POCKET —�
POCKET
MAX, 48' OR 52'OC — � � — � — � — � 4
O�
o — — — — — — — —d 3 TRACK SYSTEMS
I--------- 4 -J ANCHORTYPE A
NOTE: FOR 2 & 3 TRACKS, ANCHORS CAN BE PLACED IN ANY
SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS
MAINTAINED
FOR 4 & 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED
AMONG INNER MOST AND MIDDLE TRACKS, IF EDGE DISTANCE IS
BELOW THAN REQUIRED, AV❑ID ANCHORAGE AT THE OUTERMOST
TRACK, (SEE ILLUSTRATION),
TYPE
DESCRIPTION
EMBEDMENT
SUBSTRATE
ED
A
1/4" TAPCON BY ITW
13/4" MIN.
1 3000 P51 CONCRETE
3"
NOTES:
I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING.
2- ANCHORS A: YIELD STRENGTH Fy= 100 KSI, ULTIMATE STRENGTH Fu= 125 KSI
POR INSTALLATION WITH I X 4 2X WOOD BUCK
WOOD BUCKS TO BE PROVIDED BY OTHER5 AND TO BE PROPERLY
ENGINEERED AND SECURED TO TRAN5PEP. IMPOSED LOAD5,
ANCHORS A
CLUSTER OF 4 ANCHORS
SEE LAYOUT
— 12, 3, 22, 3, 23
3' EDGE
DISTANCE
SUBSTRATE:
3000 PSI CONCRETE
THRESHOLD SET ON BEAD OF
POLYURETHANE SEALANT (VULKEM I I G)
DEF '''••.
�,+�Q�t.•�� C ENSF� �•Z
1 No.512609
STAT OF
0.c►'"••,� P,•� e
•.,� 0 R �,,.•*
• ..
0 IV
ALL ANCHORS INSTALLED
WITH SHEAR CLIP #12
3.2, 3.22, 3.23
zSUBSTRATE:
3000 PSI CONCRETE
3' EDGE _ 3' EDGE
DISTANCE DISTANCE
NON SHRINK GROUT
3' EDGE
DISTANCE
SHEAR CLIP #12 NOT REQUIRED
FOR INSTALLATION WITH GROUT
3' EDGE
DISTANCE
3. 3, 132, 3.33
3. 4, 3.42, 3.43
3. 5, 3.52, 3.53
1 3' EDGE
12 DISTANCE
ANCHORS A
CLUSTER OF 6 ANCHORS
SEE LAYOUT
SUBSTRATE:3000 PSI CONCRETE
I HRE511OLD SET ON BEAD OF
POLYURETHANE SEALANT (VULKEM I I G)
ALL ANCHORS INSTALLED
WITH SHEAR CLIP #12
3.3, 3.32, 3.33
✓ J I3. 4, 3. 42, 3,43
3. 5, 3. 52, 3,53
11 3' EDGE
2 DISTANCE
ANCHORS A
CLUSTER OF 6 ANCHORS
SEE LAYOUT
SUBSTRATE:3000 PSI CONCRETE
0
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DATE:
01/28/18
DRAWING #
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7 OF I I
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FRAME COMPONENTS � ,.••`"�, DE f��"'••.` 0
0, 87s 0, 87s o. 875 0, 87s � 1P, °,°°°\aC°E N S'=. � a � U
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No. 52609 WW W u,
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s. 203 "� STATE OF
} i ��
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o, 125
3.23 3 1 /4" SILL - 2 TRACK
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0 4 TRACK In6° FROM END AND 24"OC N Q
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LIMITATIONS ON SHEET I V �Q
P POCKET JAMB c MINIMUM ___j 3.a3 3 I /4" SILL ADAPTOR z ��
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ti N DATE:
01/28/18
s, 255
DRAWING #
2.3 HEADER - 3 TRACK 2.s 1 8-052
HEADER - 5 TRACK 3.s 2" SILL - 4 TRACK 3,53 3 I /4" SILL - 4 TRACK 5HEET
8 OF I I
PANEL COMPONENTS
0� 332 0. 187
1. 812 3.000 '�i Ij_
i~ 0. 100 N 0.030
0 0 T
0
0 0 0 0
I0. 140 0.820 0.050
0.082 N 53
cu
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O ATLAS NARROW
INTERLOCK STILE
1,500
In
cu
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® GLAZING ADAPTER
1. 139
1. 125
O ATLAS DOOR TOP /
BOTTOM RAIL
0. 082
O ATLAS DOOR END RAIL
1. 153
n
cov
N 0. 078
N
0, 188
O7 ATLAS DOOR
ASTRAGAL
(4) #IOXI 1/2' SS SMS
SECURING ASTRAGAL TO
in
DOOR END RAIL 6' FROM
r^i
TOP AND BOTTOM AND 6'
n
FROM KEEPER
I 0 DOOR END RAIL
REINFORCEMENT
LENGHT=PH-2 I / 16
0.993
2 _F_F_
u�
N
J0. 250
I I INTERLOCK
REINFORCEMENT
LENGHT=PH-2 1 / 1 6
M 1112" GLAZING ® 1 3/ 1 G" GLAZING
CHANNEL CHANNEL
o
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0 �I I
WEATHER STRIPPING
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WEATHER STRIPPING
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WEATHER STRIPPING
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0
0
N
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1. 000 " 11 000 �--
M7 I "X I " DUST PLUG
GLAZING CONFIGURATIONS
]ZING
IR Al
9
TYPICAL GLAZING ADAPTOR (#8)
ATTACHMENT TO VERTICAL RAILS WITH
#10 X 1 1/2' SS STFH SCREWS
LOCATED 1" FROM THE ENDS AND 24' ❑C
f— M1/M2
GLAZING
8
A❑RAl
.015
0
v
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0
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0
VARIES
o~ r
]LAZING
OR Al
M1/M2
DE F1
No. 52609
� % STATE OF
R 0 �-. A «
mod, n "4f1f//!ff b _`
ION
3 AT TOP AND 3 AT 1
vq
BOTTOM 5/32 X 3/4"X 5" 20
NEOPRENE SETTING BLOCK
(DUR❑METER 85) LOCATED
AT 4" FROM ENDS AND AT
CENTER OF EACH PANEL
'LAZING
�ORAl
INSULATED GLAZING PANELS WITH ANODIZED ALUMINUM
SPACER WITH DESICCANT LOOSE FILL SETTING ON AND
LINED WITH BUTYL RUSDER SEALANT
4
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DATE:
01/28/18
1 8-05 2
SHEET
9 Of I I
H I 2 POINT DEAD LOCK
PANEL HARDWARE
1 MULTIPOINT MORTISE (18-8 SS) LOCK PER LOCK MEETING STILE
HARDWARE SUPPLIER, AMESBURY
PART #2815-84
ATTACHED TO THE DOOR WITH (2) #6X 1/4' SS FLAT HEAD SCREWS,
10. 137
9 2 POINT DEAD LOCK STRIKE PLATE
1 KEEPER PER MEETING STILE OR JAMB
HARDWARE SUPPLIER; AMESBURY
PART #2470-84
ATTACHED AT JAMB OR ASTRAGAL RAIL
USING FOUR W/ #10-16X 1-1/2'PHSMS,
10, 130
o O m 0 O O o � 56 2, 5
o i IJ
DOOR HARDWARE TYPICAL Hs BUMPER
'H2
'H8
J
J
n
H5- ACTIVE DOOR STILE BUMPER
2 PER EACH L❑CKING STILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL
L❑CKING STILE WITH (1) 1/4' SMS
H6- 1/8-1X1 FIXED PANEL HOLD CLIP
1 PER EACH FIXED PANEL SECURED ONLY TO THE TOP HEADER WITH (1) #8 SMS,
� OI �(IIOI
9SINGLE WHEEL ASSEMBLY
2 PER FIXED DOOR PANEL
HARDWARE SUPPLIER: AMESBURY
PART #1966-7000-12
ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER
ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO
THE BOTTOM RAIL USING ONE 1/4'X1 SS ROD.
25
55
co.�L (05)
9 TANDEM WHEEL ASSEMBLY
2 PER OPERABLE DOOR PANEL
HARDWARE SUPPLIER; AMESBURY
PART #1966-7501-14
ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER
ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO
THE BOTTOM RAIL USING ONE 1/4'X1 SS ROD.
1
1"
H9 RECESSED PULL HANDLE O
ADAMS RITE 4431 " TO
O
�I F_ 2„
4. 03
3, 18
4D CZ:= 4D
3. 69
SINGLE DEAD LOCK (SS)
1 LOCK PER LOCK MEETING STILE
HARDWARE SUPPLIER,AMESBURY
PART #537-84
ATTACHED TO THE DOOR WITH
(2) #6X 1/4' SS FLAT HEAD SCREWS,
(1)#BX1/2 SMS SECURING
CLIP TO HEADER
H6 FIXED PANEL HOLD CLIP
GOG3-TG 1 /8" THICK ALUMINUM
ANGLE
4. 34-
No. 52609
2.01
STAT OF
w
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PART #537-84
ATTACHED TO THE DOOR WITH (2) #10-16' SS FH SMS
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DRAWING #
1 8-05 2
SHEET
10OFII
LIST OF COMPONENTS
ITEM
DESCRIPTION
MATERIAL
SUPPLIER
1
JAMB FRAMING & ACCESS❑RIES
1.1
❑PTI❑NAL JAMB SNAP COVER
6063-T5
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
1.2
2 TRACK - JAMB FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
1.3
3 TRACK - JAMB FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
1.4
4 TRACK - JAMB FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
1.5
5 TRACK - JAMB FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
1P
POCKET JAMB
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
iP.i
POCKET JAMB SNAP COVER
6063-T5
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
2
HEADER FRAM NG
2.2
2 TRACK - HEADER FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
2.3
3 TRACK - HEADER FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
2.4
4 TRACK - HEADER FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
2.5
5 TRACK - HEADER FRAME
6063-T6
ALUMINUM
DOOR
COMPANY
3
SILL FRAMING
-SOUTHEASTERN
3.2
2 TRACK - 13/16' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.22
2 TRACK - 2' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.23
2 TRACK - 3 1/4' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.3
3 TRACK - 13/16' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.32
3 TRACK - 2' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.33
3 TRACK - 3 1/4' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.4
4 TRACK - 13/16' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.42
4 TRACK - 2" SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.43
4 TRACK - 3 1/4' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.5
5 TRACK - 13/16' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.52
5 TRACK - 2' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.53
5 TRACK - 3 1/4' SILL FRAME
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.A2
2" SILL ADAPTOR
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
3.A3
3 1/4' SILL ADAPTOR
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
4
ATLAS INTERLOCK STILE
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
5
ATLAS NARROW INTERL❑CK STILE
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
6
ATLAS DOOR END RAIL
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
7
ATLAS DOOR ASTRAGAL
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
8
GLAZING ADAPTOR
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
9
ATLAS DOOR TOP / BOTTOM RAIL
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
10
END RAIL REINFORCEMENT
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
11
INTERLOCK REINFORCEMENT
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
12
SILL SHEAR CLIP
6063-T6
ALUMINUM
SOUTHEASTERN
DOOR
COMPANY
ITEM
DESCRIPTION
MATERIAL
SUPPLIER
Mi
1/2' GLAZING GASKET
PVC
TEAM PLASTICS INC
M2
13/16' GLAZING GASKET
PVC
TEAM PLASTICS INC
M3
W11175 PILE WEATHER STRIPPING
ULTRAFAB
M4
W11205 PILE WEATHER STRIPPING
ULTRAFAB
M5
W11255 PILE WEATHER STRIPPING
ULTRAFAB
M6
BULB VINYL
NEOPRENE
ULTRAFAB
M7
DUST PLUG
ULTRAFAB
ITEM
DESCRIPTION
MATERIAL
SUPPLIER
Hi
2 POINT DEAD LOCK
STAINLESS STEEL
AMESBURY
H2
2 P❑INT LOCK STRIKE PLATE
STAINLESS STEEL
AMESBURY
H3
SINGLE WHEEL ASSEMBLY
ALUM,/ NYLON
AMESBURY
H4
TANDEM WHEEL ASSEMBLY
ALUM,/ NYLON
AMESBURY
H5
DOOR BUMPER
80 SHORE A NBR,
FRANK LOWE RUBBER & GASKER CO.
H6
FIXED PANEL HOLD CLIP W/ #8 SCREW
6063-T6 ALUMINUM
SOUTHEASTERN DOOR COMPANY
H7
SINGLE DEAD LOCK
STAINLESS STEEL
AMESBURY
H8
ISINGLE STRIKE PLATE
STAINLESS STEEEL
AMESBURY
H9
IRECESSED PULL HANDLE
CAST ALUMINUM
ADAMS RITE
1' N
SILL DRAINAGE
D. `•**4. i�`��C.E N S/GUF/
No. 52609
%STATE OF
R
" DIAMETER SILL WEEP HOLES AT EACH '•Ftr r'
T❑RY APPLIED DRAIN PAN LOCATED AT `'•.S�0NAL ***
TERLINE OF EACH PANEL,
=S ARE ONLY ON THE EXTERIOR SIDE OF
THRESHOLD, SEE EXAMPLE BELOW
-X1' DRAIN ❑PENING
-FACTORY APPLIED DRAIN PAN
LOCATED AT CENTERLINE
OF EACH PANEL
m",ut
SILL DRAINAGE EXAMPLE
CONFIGURATION: OXXX
INTERIOR 4 TRACK SYSTEM INTERIOR
I ilvu
HOLES &
1' NOTCH
INTERIOR
u WLLl IINu
HOLES &
1' NOTCH
SILL DRAINAGE EXAMPLE
CONFIGURATION: OXXO
3 TRACK SYSTEM
T . _LI LINu
HOLES &
1" NOTCH
EXTERIOR
2 WEEPING
HOLES &
1' NOTCH
INTERIOR
EXTERIOR — It wLLr 1INu — 'r WLC_r 1INu 4 Wttr j INU 4 WLLr i INL EXTERIOR
HOLES & HOLES & HOLES & HOLES &
1' NOTCH I' NOTCH 1' NOTCH 1' NOTCH
DRAINAGE NOTE:
WEEP HOLES ARE INSTALLED UNDER ALL PANELS EXCEPT IN THE INNER TRACK
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5CALE:
NA
DATE:
01/28/18
DRAWING #
1 8-05 2
SHEET
II OF II