HomeMy WebLinkAboutNOA - Aluminun Outswing French DoorMIAMI-D,p►DE
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) T (786) 315-2590 F (786) 315-2599
`BOARD AND CODE ADMINISTRATION DIVISION www.mlamldade.gov/economy
NOTICE OF ACCEPTANCE(NOA)
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 a Zone.
DESCRIl'TI01�T-Series-`FDm]101"Aluminum Outswing French Doors w/wo Sidelites— L.M.I.
APPROVAL DOCUMENT: Drawing No.11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 04/20/20, prepared by PGT Industries, signed and sealed by
Anthony 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: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The lower design pressure from table 1 or table 2 shall control.
2. Standalone X, XX and O configuration unit do not require, reinforcement (item #22).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
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 #17-0504.01 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E. i t1_4 [ �� h
F__5022�
T_O No 20 0427.0
Expirafio X
Date Octofier 18;�Z022a'<i='`,�'"
Approat'Date: September 03, 2020
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 # listed below)
2. Drawing No.11005-1 Rev F, titled "Alum. French Door & by lndustries,Sites, Impact",ssigned and sealed by
10, dated 04/04/2012 and last revised on 09/08/16, prepared y
Anthony Lynn Miller, P.E.
B. TESTS '
1. 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/ TPS,
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 under file #16-0629.17)
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 fixed sidelite (0) w/ insulated laminated
glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTIr6864, dated
04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11-
1013.22)
3. Test report 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, TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum outswing doors w/sidelites,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007,
signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22)
C. CALCULATIONS (Submitted under file #15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (51h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.01
Expiration Date: October 18, 2022
Approval Date: September 03, 2020
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file #15-0528.24)
1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA #15-0528.24, expiring 10/18/17.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E.
2. Evidence submitted under previous approval
A. DRAWINGS
1. Drawing No.11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of
15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC-
2014 (5TH Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. 1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5111 edition), FBC 2017(6 h edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.01
Expiration Date: October 18, 2022
Approval Date: September 03, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. 11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 04/2020, prepared by PGT Industries,
signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test report 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 ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/15/20, complying with FBC-
2020 (71h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 -09 & -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont DE
Nemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/24.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2020 (7 h edition), and letter of no financial interest,
prepared by PGT, dated 04/15/20, 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 #17-0504.01 and updates to FBC 2020 (7a` Edition), expiring 10/18/22.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq T Ch—In P F
Asnaq i. t-nanaa, r.E.
Product Control Unit Supervisor
NOA No. 20-0427.01
Expiration Date: October 18, 2022
Approval Date: September 03, 2020
E-3
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW.
2) DESIGN PRESSURES: (SEE TABLES 1-4 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 LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) CONFIGURATIONS: X O X�( XO � XXO OX) OXO, AND OXXO.
4) ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC, CURRENT EDITION.
5) SHUTTERS ARE NOT REQUIRED.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-1964, 5212 & 6664; ELCO ULTRACON, DEWALT ULTRACON+&
DEWALT/ELCO CRETEFLEX NOA'S
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) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING
JURISDICTION (AHJ).
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT
(LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD.
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE
f
NOS.
I GLASS STACK
GL
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
UNREINFORCED. DETERMINE THE DESIGN PRESSURE'OF
3116" HS GLASS
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
.090" PVB1 OR PVB2
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
INTERLAYER
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
118"AN OR HS GLASS
DESIGN PRESSURE FROM STEP 1.
1-1\
,
3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS
SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING
DETAILS ON THIS SHEET.
4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES
REQUIRED.
5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14
& 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS.
DESIGN PRESSURE RATING IMPALT'RATING
SEE TABLES 1 -4 RATED FOR LARGE &SMALL
TABLEA' ON SHEET 2 MISSILE IMPACTRESISTANCE
Min.
Anchor
Anchor Type
Frame
Substrate
Embedmentor
Group
Member
Distance
Distance
Metal
Thickness
A I
Conctele (min. 2,85 ksi)
13/4'
13/8'
114' Elco UltreCot�
Jamb
Hollow Block (ASTM C90)
13W
1-114•
1
All
Concrete (MIrL 3 ksi)
13/4'
1-W
1/4' DeWall UIIraCon+®
Jamb
Hollow Block (ASTM C90)
13W
1-1/4'
All
Concrete (min. 3.35 ksi)
1-31'
13!4•
2
0 SS B o/
1/4' 410 SS ElcolDeWalt
Jamb
Hollow Block (ASTM C90)
1314'
1-L4•
All
Southern Pine (SG = 0.55)
1'
All
Southem Pa. (SG = 0.55)
916,
188 S.S. or
All
6063-T5 Aluminum
318'
118'
3
F#-I2..S'(.teeI,
10 S.S.)
All
Steel, A36
3/8•
MOST
All
Steel Stud, AID03 Gr. 33
3iir
1 0.0451' (18 Ga.)
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
Material
Min. Fr
Min. Fa
Steel Screw
92 ksi
120 ksi
188 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraConS
155 ksl
17T ksi
1/4" DeWalTUltmCon+0
410 SS Elco/DewaR C1eteFlex®
148 ksi
127.4 ksi
164 ksl
189.7 ksi
6063•T5 Aluminum
16 ksi
22 ksi
A35 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
I45 ksi
3/16' HS
.090" PVB1 OR
316" AN OR HS
12'GLASS
BITE
EXTERIOR
3/8" LAMI NOM.
GLASS TYPE A
GLASS TYPE B
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP = TEMPERED
7/16" NOM.
GLASS STACK
12"GLASS
BITE
°c-17BRIOR 7/16" LAM[ NOM.
GLASS TYPE C
GLASS TYPE D
GENERAL NOTES ............
1
GLAZING DETAILS ...........
I
DESIGN PRESSURES ......
2
VERT. SECTIONS.............3
HORIZ. SECTIONS ...........
4
PARTS LIST ......................
5
EXTRUSIONS ...................
6
ANCHOR QUANTITY........7_13
INSTALLATION .................14-15
CODES/STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), b'TH EDITION
• ASTM E13OD-09
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, AOM-2015
• AISI S160-16
• AISC360-16
13116" NOM.
GLASS STACK
1/8" HS GLASS
1/4' AIR SPACE
3116" TP GLASSY
f3/16" HS GLASS
.090" PVB1
OR PVB2
INTERLAYER
12"GLASS
BITE
/a
ExTEM 13/16" LAMI IG NOM,
GLASS TYPE E
PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC.
PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
pRoouucraEvI ED
Ys co0pbb:.itkthe FM1i&
UeAncedle
Z. Q1
c H) UPDATED TO FBC 2020.
N REVISED ANCHOR TYPE TABLE.
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A LYNN MILLER P.E.
P.E# 5B7d5
TART F 1
DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES
REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
68-793/4"
1 7°-833/4"
1 873W
1 913/4"
8°-953/4"
3° 371/2"
6° 713/4
+75.0 -75.0
+75.0 -75.0
+75.0 -75.0
75.0
-75.0
75.0 -75.0
TART F 9.
DESIGN PRESSURES FOR SIDE LITES
REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE
GLASS
TYPES
FRAME
WIDTH
FRAMEHEIGHT
60-79,TV
7°-83314"
873W
913
8°-953681
27 34
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
+75.0
-75.0
A
36lAr
+75.0
-5.0
+75.0
-75.0
+71.4
-71A
+67.6
+641
4342."
36 314"
+75.0
-75.0
+74.9
-74.9
-70.4
.6
+63.1
1
363/4"
75.0-750
.
+75.0
-75.0
+15.0
-75.0
+75.0
+75.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B,
REINFORCED,
33-1/2 WIDE X 793/4" HIGH SINGLE DOOR WITH 18" X 793/4'
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
SIDE LITE DESIGN PRESSURE =+75 /-75 PSF
OVERALL DESIGN PRESSURE = +75 / -75 PSF
EXAMPLE 3, (USING TABLES 3 &4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE X 87-314" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+43.6 / -43.6 PSF
SIDE LITE DESIGN PRESSURE=+47.2 /-472 PSF
OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF
EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A,
32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8)
DOOR.DESIGN PRESSURE = +751-75 PSF
DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES
UNREINFORCED DOOR TO SIDE LITE
X FRAME
IDTH
XX FRAME
WIDTH
FRAME HEIGHT
68-79314• 1
70-8331N'
873/4" 1
91314"
8°-953/4"
2° 251/2"
40 473/4"
+58.6
-58.8
+554
-55.4
+524
-524
-49.8
2712
51314"
+54.9
-54.9
+51.8
-51.8
+49.0
-49.0
]449-8
4
2912"
3110
226e
55 3W'
5° 59 3/4"
+51.7
+49.)
1.7+48.8
9.0
+462
4.8
-46.2
+46.1
+43.6
-46.1
-43.6
3312
4 63 314
+43.
+43143.1
+41.5.5
41
3512
67 3/4"
+38.1
+38.1
7.
30 3712"
6° 71314"
+34.0
+34.0
DESIGN PRESSURES FOR SIDE LITES
UNREINFORCED DOOR TO SIDE LITE
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
68-79314" 1
7°-83314"
873/4" 1
91314"
8°-953/4"
10 3/4"
+75.0
-75.0 1
+75.0
-75.0
+75.0
-75.0
+75.0
12 34"
+75.0
-75.0
+75.0
75.0
+750
19"
+72A
-72A
+68.5
-68.5
+65.0
-65.0
+61.9
A B, D
ORE21314"
+64.5
-64.5
+61.0
-61.0
+57.8
-57.8
+55.0
a+7'5-0
27 3/4
+529
529
+49.9
-49.9
.
+472
47
+44.7
+352
-352
+352
-35.2
+35
2
+35.2361/8"
36 3!4"
.3.0
+340
+34.0
-34.0
+34.0
-34.0
+34.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68" WIDEX 85" HIGH DOUBLE DOOR WITH (2) 36-1/2"X 85" SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 /-75 PSF
SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF
OVERALL DESIGN PRESSURE = +70.41-70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
713/4" WIDE X 953W HIGH DOUBLE DOOR WITH (2) 363/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE = +34 / 34 PSF
SIDE LITE DESIGN PRESSURE = +341-34 PSF
OVERALL DESIGN PRESSURE=+34 / 34 PSF
NOTES FOR ALL CONFIGURATIONS:
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX, XXO, O.XX,
OXO, OXXO), THE LOWEST DESIGN
PRESSURE SHALL PREVAIL.
2) FULL LENGTH REINFORCEMENT
(ITEM 22 SHOWN IN SECTION E-E,
SHEET 4), IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
WHEN USING TABLES 1 & 2.
3) DOOR AND SIDE LITE
COMBINATIONS FROM TABLES 3
AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 22
4) DESIGN PRESSURES UNDER 40
PSF ARE NOT APPLICABLE IN
MIAMI-DADE COUNTY.
5) FOR DOOR -ONLY
CONFIGURATIONS (X, )0X), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART#22, IS
NOT REQUIRED.
6) FOR SINGLE, STAND-ALONE
SIDE LITES (0), ONLY TABLE 2 IS
APPLICABLE. REINFORCEMENT,
PART #22, IS NOT REQUIRED
7) CONFIGURATIONS WHERE THE
DOOR LOCKSTILE ABUTS A
SIDELITE ARE NOT -AVAILABLE
WITH REINFORCEMENT.
8) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SIZE.
(E.G. FOR 32" "X" DOOR WIDTH IN
TABLE 3, USE 33-1/2")
GLASS TYPES (ALL TABLES, THIS SHEET):
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, A. 3/8" LAMI (1/8" A, .090 PVB, 3116" HS)
63-39' WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS)
DOOR DESIGN PRESSURE =+75 /-75 PSF C: 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS)
D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)
E. 13/16" LAMI IG (3/16" TP, 114" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS)
an empl*g with the FI°r{?a
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MAX. W FRAME WIDTH
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JAMB ANCHOR SPACING 67
(SEE SHEETS 7, 8. AND 9)
SL FRAME WIDTH—{
SEE NOTE 3, 22 DLO —1
THIS SHEET
62 SL SECT. E-E 6,
HORIZ. (DOOR W/ SIDE LITE)
DLO
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE W
DOORS.
REINFORCEMENT
MAX. SL FRAME WIDTH NOT REQUIRED FOR
I STAND-ALONE'O'
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE'XX'
DOORS.
INTERIOR
EXTERIOR
NOTES:
11 CLEAR OPENING FOR AND %X DOORS AS FOLLOWS:
WIDTH:
W DOORS = DOOR FRAME WIDTH - 5.646
70C DOOR = DOOR FRAME WIDTH 12-4.079
HEIGHT:
DOOR FRAME HEIGHT - 3.259-
2) SIDE LITES OVERLAP X AND)W DOORS BY 314" WHEN
ASSEMBLED TO MAKE'XO','OX','OXO" XXO','Off AND'OXXO'
CONFIGURATIONS.
3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2,
SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS
FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O',
X' & 9W CONFIGURATIONS FROM TABLES 1 AND 2.
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SILICONE
STRUCTURAL 114"NOM.
POLYISOBUTYLENE
WITH DESICCANT
fCODISPACE
EJCT. GLASS
4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL 49
SILICONE
FOAM 3116"NOM.
wI�T1
DESICCANT SUPER
EXT, GLASS B1 Tt4
SPACER NXT
INT. GLASS
ALUMINUM
REINFORCEMENT
6116" NOM,
BUTYL 8
DESICCANT
FOAM DURASEAL®
EXT GLASS SPACER
INT. GLASS
POLYISO- DESICCANT FILL AREA
BUTYLENE 5116' NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL Tht
XL EDGE
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SPACER
�T' GLASS
INT. GLASS
REFERENCE TEST REPORTS: FTL$717, 8968 & 8970
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DESCRIPTION
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16D411
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2
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60300
WSTP..Q-LON-19OX.375 HIGH
3
7070
67070K
BULB WEATHERSTRIP.187 X.300 HIGH
4
955
7855X
FLUSHBOLTSTRIKEPLATE
5
938
7938X
2 PT. LOCK STRIKEPLATE
6
956
7956A
FRAME HEAD STRIKEPLATESACKNGPLATE
7
7B34X12FPXP
#S32 X.5W PH. FL MS - S.S. WISILICONF PATCH
8
995
709M
GASKET BENIEENTHRESHOLDBFRAMEJAMB
9
996
70996
GASKET(BETWEEN HEA08 FRAME JAMB)
10
952A
GS33016
FILLER HEAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
16716M
WSTP, .350 RD FOAM FILL TSLOT SBURYM2011
13
11004A
611004M
OLITSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER.065 @ THRESHOLD. OPTIONAL
15
11002A
411002A
ACETALSPACER.095 ® THRESHOLD, OPTIONAL
16
11003A
411D03A
ACETAL SPACER.140 Q THRESHOLD, OPTIONAL
20
915D
60380
FRAME IAMB (OLITSWING
21
101D
60300
WSTP..Q-ON-190X.375 HIGH
22
6608
66608M
REINFORCEMENT,1.000XZ75DXO.650.MI-T5
23
1140
7=12PSATS
A8X1.WOPHSOAI7S
24
1048
71M
JAMB SCREW COVER CAP
25
930
41721N
STRKEPLATE INSERT
26
1118
710X14PFA
#10X.750 PH. FL SMS
27
7070
67070K
BULB WEATHERSTRIPAUX. Soo HIGH
30
9100
6910
DOOR PANEL TOP S BOTTOM RAIL
31
911E
6911
DOOR PANEL SIDE RAIL
32
917
7FRMO
HINGE EXTRUSION
33
1178
71058FP W,B
#10X.625 PH. FL SMS
34
913A
60378M
TRUSS CLAMP
35
1130
6TRODA
5116.1E THREADED ROD
36
OMW
79a0NU7A
5116-18 FLANGED HEXNUT
37
914A
60379M
WEATHERSTRIP CHANNEL
38
7834FPT
#8 X.75 PH. FL TEK
39
997
70997
GASKET BETWEEN PANEL
HEADISILLBPANEL STILES
40
1023
6M4G
WSTP...187X.2WHGH.
FINSEAL
41
90
41720
SLIDE BOLTASSY. (INACTNE
PANEL ONLY
42
1145
7SX12FPAW
#6 X.500 PH FL SMS TYPE BOS
43
1212
7P30GG
SILL DUST PLUG (INACTIVE PNL)
44
983B
6983
DOOR PANELASTRAGAL I(OUTSWING)
45
9849
6984
DOOR PANELAS7RAGAL2 OUTSWNG
48
1213
6Q20DK
WSTP..Q4AN .190 X.2D0 HIGH
47
929
74UBLOK
LOCK SUPPORTASSY.(41707&41708
48
1139
7634E
#6 X.750 PH. FL SMS
49
982
FD2PTAY
2 PT. LACK ASSY.
50
6R180FS
RUBBER SLEEVE
51
930
41721
STRIKE PL INSERT NACTNE PANEL)
52
931
7FRSPX
DEAOSOLTSIRKE PLATE
53
ills
710 (34PFA
01OX.750 PH FL SMS
54
957
7D957X
HANDLE STRIKE PLATE
55
ilia
71OX34PFA
01OX.75OPHFLSMS -
60
92M
6920D
SIDEL1TE HEADER
61
921D
6921
SIDEUTE SILL
62
916B
60381
SIDEUTE JAMB
63
1155
751POA
#8X 1.000 QUAD PN. SMS
64
998
799B
HEAD GASKETS(STOCKING 1R0998)
65
999
7999
SILL GASKETS STOCKING#70999)
fie
934A
61641M
SIDELTTE JAMB ADAPTER
67
012X1.000 SHEET METAL SCREW
70
712653K
SETIING BLOCK, war X 1/4° X 1" WIPSA
71
71267K
SETTING BLOCK. 1/16' X 10 X 1" WIPSA
72
4222A
64222
BEAD, 7116"
73
988
68BB
BEAD, 318'
74
988
IG BEAD
92
98B
64988
BEAD. INTERIOR
93
1224
16TP247
BIRB, THICK (USED IN EXTRUDED BEAD
94
GLAZING
SILICONE. DOW
899 OR 983 OR 791
95
GLASS. 318°
LAMI - IIW A,
.90 PVB, 3/16' HS
96
GLASS, 318°
LAMI -1/8' HS,
.90 PVB, 3116" HS
97
GLASS, 7/16"
LAMI -3116'
A• .90 PVB. 3118" HS
98
GLASS, 7116•
LAMI - 3116'
HS, .90 FVB..3116' HS
102
110WA
41106A
ACETAL SPACER .298® THRESHOLD, OPTIONAL
1D3
OFF -THE
SHELF
DIJLD BOLT LOCK, MIN 1"THROW, GR3 STEEL
104
OFF -THE
SHELF
HANDLEMTCH ASSEMBLY, MIN 7/16-THROW. GR3 STEEL
ITEMS
USED
# 17-19,
AND ARE
28, 29, 5659,
NOT PART
68, 69, 75-79, 84-91 & 99-101 ARE NOT
OF THIS APPROVAL
Part#
Description
Material
80
Kommeding 4SG TPS Spacer System
81
Quanex Super Spacer nM with Hot Melt Butyl
See this
Sheet t0r
82
Quanex Durdseal Spacer
Matedals
B3
Catdfnal XL Edge Spacer
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6053-75 6063 T5
9.655
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FILLER HEAD ADAPTER
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X DETAILS JENS ROSOSKIc vv
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XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
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4
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4
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4
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55.75
79.75
83.75
87.75
91.75
5
4
4
2
5
2
5
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2
6
395.75
6
3
59.75
79.75
83.75
87.75
91.75
95.75
5
5
4
2
5
5
4
2
6
5
4
3
6
5
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9' MAX.
MAX' I I I I
13-1/4' MAX.
O
\
MAX. O.C.
MAX. DLO / MAX,
/ FRAME
\ % HEIGHT
4 \ /
24-9/16\ /
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A-
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TYP. ELEVATION OF XX CONFIGURATION
HEAD
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SILL Mom- SILL
INE'D" ZONE"D'
65-3(4"
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
See Sheet 2, Table 1
NOTES:
1) SEE SHEET 1 FOR GLASSAND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN.
O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-116° MAX. O.C.
HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS. 9" MAX. FROM
ASTRAGAL CENTERS AND 20-718" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
5) FOR ANCHORAGE DETAILS SEE SHEET 14.
EXAMPLE
XX WITH GLASS TYPE A,
63J/4" WIDE X 91-3/4" HIGH DOUBLE DOOR,
ANCHOR TYPE 3 INTO WOOD
DESIGN PRESSURE = -75 /-75 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DPEXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS @ EACH JAMB
5 ANCHORS EACH DOOR PANEL Q HEAD
5 ANCHORS EACH DOOR PANEL Q SILL
OSEE CIRCLED VALUES ON TABLE 6.
X -DENOTES ANCHOR LOCATION.
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(941) 480-1600
REGISTRATION it29296
ALUM. FRENCH DOOR &SIDE LITES, LM o 04/04112
0 0 DETAILS JENS ROSOWSKI
'v D-101 LM �, NTS A 9 OF 15 oz° 11005-1 z Fi
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Revision
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�NAWW
TABLE fi:
XO & OX,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
Z 3, WOOD 3 ALUM
1,2, CONC
LOAD ZONES
m
-a,
o
iu
J
to
x
o
o
J
of
I�i
x
x
¢
x
m
>
o
W
J
uJ
¢
_
o
b
m
G
_
x
x
MAX
SIDE LITE
FRAME
WIDTH
MAX'X
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
25.50
79.75
83.76
87.75
91.75
95.75
4
2
1 3
1 5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
6
4
2
2
1 4
12.75
27.50
79.75
83.75
87.75
91.75
95.75
4
2
4
5
4
2
2
4
4
2
4.
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
6
4
2
2
4
4
2
4
6
4
1 2
3
4
19.0D
29.50
79.75
83.75
87.75
91.75
95.75F4q-3
4
3
4
5
4
2
2
4
4
3
4
5
4
2
2
4
4
3
4
6
4
2
2
4
3
4
6
4
2
3
4
4
6
4
2
3
4
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4
3
5
5
4
2
2
4
4
3
5
6
4
2
2
4
4
3
5
6
4
2
3
4
5
3
5
6
4
2
3
4
5
3
5
7
4
2
3
4
27.75
33.50
79.75
83.75
87.75
91.75
95.75
5
3
5
6
4
2
2
4
5
3
5
6
4
2
3
4
5
3
5
6
4
2
3
4
6
3
5
7
4
3
3
4
6
3
6
7
4
3
3
4
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
3
3
4
6
1 4
5
6
4
3
3
1 4
7
5
5
6
4
3
3
4
7
5
6
7
4
3
3
4
7
5
1 6
1 7
4
3
3
4
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
3
3
4
6
4
5
6
4
3
3
4
7
5
5
7
4
3
3
4
7
5
6
7
4
1 3
3
7
5
6
7
4
1 3
I 3
4
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9' MAX.
20-7/8• MAX. O.C. r 6" MAX.
MAX. I i i032) 1 \al I
i-
23-118"
MAX.. O.C.
1
i _
13-1/4" MAX.
37-lM" MAX. DOOR _
FRAME WIDTH
953/4"
MAX.
FRAME
HEIGHT
36-3/4" MAX. SIDE
LITE FRAME WIDTH
TYP. ELEVATION OF XO CONFIGURATION
(OX SIMILAR)
9ONE� HEAD 6OM E" "MAX --}
G \ m
w
z \ o
N m
6" MAX
9"MAX.
rSILLZONE'D* SILLZONE ----�
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
(OX SIMILAR)
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unrein(orced: See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS
FOLLOWS (4-MIN. O.C. FOR CONCRETE, 4• MIN. O.C.
FOR CMU):
JAMBS (ALL): 13-1/4• MAX. FROM CORNERS AND
23-118' MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS,
9" MAX. FROM ASTRAGAL CENTERS AND 20-718"
MAX. O.C_
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 243/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SIDE LITE ARE NOT AVAILABLE WITH
REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3W ONCE
ASSEMBLED.
EXAMPLE:
XO WITH GLASS TYPE B,
36" X 84" SINGLE DOOR WITH 36' X W' WIDE SIDE UTE,
ANCHOR TYPE 3 INTO CONC.
DOOR DESIGN PRESSURE = +751-75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @. DOOR JAMB
3 ANCHORS @ DOOR PANEL @ HEAD
3 ANCHORS @ DOOR PANEL @ SILL
4 ANCHORS @ SIDE LITE JAMB
3 ANCHORS @ SIDE LITE @ HEAD
3 ANCHORS @ SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 8.
x = DENOTES ANCHOR LOCATION.
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TABLE 9•
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1 1 2, CONC
LOAD ZONES
m
2
'
,
0
W
J
m
¢
w
0
oJL
J
N
¢
_
X
m
za
'
O
,WJ
J
m
¢
_
O
�L
u2
x
MAX
SIDE LITE
FRAME
WIDTH
MAX W
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
12.75
27.50
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
5
4
2
7
4
2
5
19.00
29.50
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
3
4
3
8
4
2
5
4
3
8
4
2
5
4
3
8
4
2
5
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
5
4
3
B
4
2
5
5
3
8
4
2
5
5
3
101
4
1 2
1 5
27.75
33.50
79.75
83.75
87.75
91.75
95.75
5
3
8
4
2
3
5
3
8
4
2
5
5
3
8
4
2
5
6
3
10
4
3
5
6
3
10
4
3
5
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
1 4
8
4
3
5
7
5
8
4
3
5
7
5
10
4
3
5
7
5
10
4
3
5
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
4
8
4
3
5
7
5
10
4
3
5
7
5
10
4
3
5
1 7
1 5
1101
4
1 3
1 5
ANCHOR QUANTITIES FOR THE DOORAND SIDE LITETO BE
DETERMINED INDEPENDENTLY.
20.718" MAX. O.C. 6° MAX.
8' MAX.
6" MAX. 24.314" MAX. O.C.
6.
MAX. �- 3 3
'a
13-1%4" MAX.
/
23-118" /
MAX. O.C.
/ O 95314"
MAX.
M® FRAME
MAX. DLO
/ HEIGHT
\\ 4
4
33-SW 24-9/ts
MAX DLO MAX. DLO\
B-B
36-3/4' MAX. SIDE 3 3
LITE FRAME WIDTH 37-12" MAX. DOOR
FRAME WIDTH
109-12" MAX. DOOR +SIDE LITE FRAME WIDTH NOTES:
TYP. ELEVATION OF OXO CONFIGURATION
(NOT AVAILABLE WITH AVAILABLE WITH REINFORCEMENT)
HEAD HEAD HEAD
ZONE "E'
-ZONE "F"ZONE °E"�
/
m
w
Z
/
/
\
SILL
1- "
LL �JI
7 NIF F' 1
LOAD ZONES FOR OXO CONFIGURATION
i
w
N
Design Pressure
Reinforced: NIA
Unrefnrcrced: See Sheet 2, Tables 3 8 4
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS,
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS
(4" MIN. O.C. FOR CONCRETE, 4° MIN. O.C. FOR CMU):
JAMBS (ALL):13-1hr MAX. FROM CORNERS AND 23-IIW
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.
FROM ASTRAGAL CENTERS AND 20-718° MAX. O.C.
HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND
24-314° MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
SIZE
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
14 815.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE-ABUTS A
SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED.
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InREGISTRATION
VH DOOR &SIDE LITES, LM g 04/04/12ALUM.FRENC.
XXO & OXX DETAILS m JENS ROSOWSKI
D101 Lq',28,1 NTS 12 OF 15 H m
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2. 3, WOOD
3 ALUM
1,2 CONC
LOAD.
ZONES
m
I
4
O
W
J
¢
O
LL
J
m
u�
X
m
O
W
J
m
O
LJJ
J
n
w
X
MAX
SIDE LITE
FRAME
WIDTH
n,D OR
FRAME
WIDTH
MAX
H�MH.
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
6
4
2
3
4
2
7
4
2 j
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
12.75
51.75
79.75
93.75
87.75
91.75
95.75
4
2
7
4
2
3
4
1 2
7
4
2
3
4
2
7
4
21
3
4
2
7
4
2
3
4
2
7
4
2
5
19.00
55.76
79.75
83.75
87.75
91.75
95.75
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
5
4
3
81
4
21
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
3
4
3
8
4
2
5
5
3
8
4
2
5
1 5
1 3
8
4
2
5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
13
8
4
2
3
8
4
2
5
t63
8
4
2
5
8
4
35
10
4
3
5
36.13
67.75
7935
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
4
8
4
3
5
7
5
8
4
3
5
7
5
10
4
3
5
7
5
10
4
3
5
36.75
71.75
79.75
83.75
B7.75
91.75
95.75
6
4
8
4
3
5
6
4
9
4
3
5
7
5
9
4
3
5
7
5
10
4
3
5
7
5
10
4113N75.
ANCHOR QUANTITIES FOR THE DOORAND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
M,
2
MF
6" 1
2a7/8• MAX. -�+-�
6. 6" MAX.
I
�M 9 MAX.
I l
I+{- 2a31a• MAx D.C.
3
3
I
T
K.O.C.
\\\
SEETABLES14,
SHEET2FOR
95 .3r
p
\
REINFORCEMENT
MA)
/
REQUIREMENTS.
FRAI
84-319'
MAX.
OLD
\
p
/
HEIG
E-E
4
\ 4
/ 4
24-9/16\
/
33-SW
MAX. DLO\
MAX. DLO
3 II
36-3/4" MAX. SIDE 71-3/4' MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH ((��
1433/4" MAX. DOOR+SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
ZONE `F"-ZONE "F' ZONE 'E"-�
l
\
23-1/8'
/
\
in
w
Z
//
\\
0
O
m
V1X. -+{
-�-� 9
�
SILL 1-MAXMAX.
ZONE"P
9" �.U-
-.,,
24.3/4"SILL
�--•ZONE"E'
BILL
ZONE'E"
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unrelnforcedc I See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
1• 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
E 3) ANCHOR QUANTITIES ARE BASED ON
IT SPACING AS FOLLOWS (4" MIN. O.C. FOR
CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM
CORNERS AND 23-1/6" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9• MAX. FROM ASTRAGAL
CENTERS,AND 2D-718" MAX. O.C.
HEAD & SILL OF SIDE LI TES. 6" MAX.
FROM CORNERS AND 24314" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 14 & 15.
S) CONFIGURATIONS WHERE THE DOOR
LOCKSTILE ABUTS A SIDE LITE ARE NOT
AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 314' ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71-314 .'WIDE X 95-314" HIGH DOUBLE DOOR
WITH (2) 363/4" X 95-314" SIDE LITES,
ANCHOR TYPE 2 INTO CONCRETE,
DESIGN PRESSURE =+34134 PSF,
SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS Q EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL (9f HEAD
5 ANCHORS EACH DOOR PANEL Qa SILL
3 ANCHORS EACH SIDE LITE Q HEAD
3 ANCHORS EACH SIDE LITE Q SILL
OSEE CIRCLED VALUES ON TABLE 11.
X = DENOTES ANCHOR LOCATION.
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A LYNN MILLER, RE
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DOOR HEAD (WOOD)
EMBEDMENT
1/4'MAX. SHIM
2X WOOD _T
BUCK,NOTEI
DOORJAMB(WOOD)
TABLE A, SHEET I
SEE TABLE
EDGE
�_-ISTANCE I
EDGE DISTANCE
A, SHEET I
SEE TABLE
IXWOOD
. . 4' EMBEDMENT
A. SHEET 1
BLICK,NOTE 1
SHIM
1/4MAX. SHIM
V&SHEET1
IW MAX. SHIM
SEE TABLE
SEE TABLE
A, SHEET I
17100R�HEAIX(CON6)
DOOR HEAD (ALUMINUM)
EDGE DISTANCE
MAX. SHIM
E EMBEDMENT
M
2x WOOD
EDGE DISTANCE E BLICr, NOTE I
DOOR SILL (WOOD)
EMBED115�4�_
WMAX. SHIM
ENT
E EDGE DISTANCE
STAGGER
—
ED SEE TABLE
ANCHORS
A,SHEETI
Ix WOOD
BUCK, NOTES I
—DOOR:
TABLE A, SHEET 1
114* MAX
SEE TABLE
A, SHEET I
EMBEDMENT
EDGE DISTANCE
L_—__p00R S9ILL`,.,
EDGE
1/4'
MGEDISTANCE
STAGGERE
ANCHOF
A, SHEET 1
DOOR JAMB (ALUMINUM)
DOOR SILL (ALUMINUM)
MAX. SHIM
:E TABLE
SHEET 1
1. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 112'THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1117'
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-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, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JUR18DICTION. EXTERIOR INTERIOR*
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET l.. (ALL HEAD & SILL SECTIONS)
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P.F-# 58705
SEE TABLE EDGE DISTANCE
2X WOOD [—EDGEDISTANCE A, SHEET 1.
BUCK, NOTE 1
EMBEDMENT
I 1XWOOD —IM MAX SHIM
�_1/4'MAX. SHIM SUCK.
NOTE I
SEE TABLE SEE TABLE
A, SHEET 1 -A, SHEET I
SIDE LITE HEAD (WOOD)
----I Imo —EMBEDMENT
EDGE DISTANCE
ETABLE
SHEET 1
2X WOOD I
BUCK,NOTEI
SIDE LITE JAMB (WOOD)
rSEE TABLE A, SHEET 1
SHIM
SIDE LITE HEAD (CONC)
EMBEDMENT
IWMAX. SHIM
S�EETABLE
EDGE DISTANCE
A, SHEET I
TABLE
_SEE
A, SHEET I
IX WOOD BUCK, NOTE 1TL
SIDE LITE JAMB (CONC)
r—SEE TABLE A, SHEET 1
IX WOOD
BUCK NOTEI
MAX. SHIM
EDGE DISTANCE
SEETABLE
T_/_A. SHEET I
LAX.SHIM
SIDE LITE HEAD (ALUMINUM)
SEE TABLE
,l-A. SHEET 1
DISTANCE
ILE
T I
SIDE LITE JAMB (ALUMINUM)
r-SEE TABLE A. SHEET I
MAX. SHIM
E TABLE
SHEET 1
A
A, SHEET I f,
EMBEDMENT
X WOOD •EDGE DISTANCE
EDGEDISTANCE BUCK, NOTE I EDGE DISTANCE
SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) SIDE LITE SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 11T' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 10
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-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, 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. e_JEXTERIOR INTERIOR*
3. TYP. ANCHOR TYPE,'EMBEDMgNT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET l.. \r (ALL HEAD & SILL SECTIONS)
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