HomeMy WebLinkAboutAPPROVED, FD101NOAMIAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
oDADE 11805 SW 26 Street, Room 208
5-2474
Florida 33
, 17
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) T (786) 31 Miami,
F (786) 175-2474
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE(NOA)
www.miatnidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD-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 L Chanda, P.E. L� h
NOA No. 20-0427.01
=1AM =ECOUNTY Expiration Date: October 18, 2022
Approval 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 & Sidelites, Impact", sheets 1 through 10 of
10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by
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) FTL-6864, 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 L 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(6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. I. 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(5th edition), FBC 2017(6th 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 L 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 Dowsi1791 and Dowsil 983 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 (7th 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 (7th Edition), expiring 10/18/22.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq T Chnnrin P P
isnaq .t. i,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, XX, XO, OX, XXO, OXX, OXO, AND OXXO.
4) ANCHORAGE: THE 33 1/3% 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-4964, 5212 & 6864; 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/FTZ) FOR THE OPENING USING THE ASCE-7 STANDARD.
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
DESIGN PRESSURE FROM STEP 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.
3/8" NOM.
GLASS STACK
3/16" HS GLASS —
.090" PVB1 OR PVB2
INTERLAYER
1/8" AN OR HS GLASS —
a
EXTERIOR
3/8" LAMI NOM.
GLASS TYPE A
GLASS TYPE B
TABLE A:
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1 - 4
ON SHEET 2
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE.
Min.
Anchor
Anchor Type
Frame
Substrate
Min. Edge
Embedment or
Group
Member
Distance
Metal
Thickness
All
Concrete (min. 2.85 ksi)
1-314"
1-3/8"
1/4" Elco UltraCon®
Jamb
Hollow Block (ASTM C90)
13/4"
1-1/4"
1
All
Concrete (min. 3 ksi)
1-3/4"
1-3/8"
1/4" DeWalt Ultra Con+®
Jamb
Hollow Block (ASTM C90)
1-314"
1-114"
All
Concrete (min. 3.35 ksi)
1-3_
1-3/4"
2
1/4" 410 Elco/DeWalt
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-1/4"
et
Crete Flex®
All
Southern Pine (SG = 0.55)
1"
1-3/8"
outhem Pine (SG= 0.55)
9/16"
1-3/8"
SMS (steel, 18-8 S.S. or
qAII
6063-T5 Aluminum
3/8"
1/8"
3#12
410S.S.)
Steel, A36
3/8"
0.060"
All
F Steel Stud, A1003 Gr. 33
318"
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. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon®
155 ksi
177 ksi
1/4" DeWalt UltraCon+®
148 ksi
164 ksi
410 SS Elco/Dewaft CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
3/16" HS GLASS
090" PVB1 OR PVB2
INTERLAYER
316" AN OR HS GLASS
1/2" GLASS
BITE
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP = TEMPERED
7/16" NOM.
GLASS STACK
1/2" GLASS
BITE
EXTERIOR 7/16" LAMI NOM.
GLASS TYPE C
GLASS TYPE D
GENERAL NOTES ............
1
GLAZING DETAILS ...........
1
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), 6TH EDITION
• ASTM E1300-09
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• AISC 360-16
13/16" NOM.
GLASS STACK
118" HS G
1/4" AIR SPACE
3/16" TP GLASS —
3/16" HS GLASS
.090" PVB1
OR PVB2
INTERLAYER
1/2" GLASS
BITE
'/a
EXTERIOR 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.
xWWC f &EY
. oe.piYfS with the Flow
vdft&CWe
NNo 70_ayZAseepUwacT•� 1
RRte c t u-
1
rct+�i�id
H) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE TABLE.
AK - 04/15/20
CN
Y
=
>
O
naa
o
O
(� N
O
W
�
a}o4
O m
07
0
c
O IL
�
r
0
2 Ll r
Cd
W
XG
W2 �
uMoipfON
F— W
C)
J
�—
to
W
v
0Z
LO
U)
CzS
U)
O
0
}aa4S
® rn
p
Q
rn
z
v
o.
Z
z
1—
W
alo�S
LL
Q
o
0
Q
LL
Z
al}il
•asad
sa.—S
N� LY NIV
i
��'� . • LIGENSF • . ��� %
No. 58705 _
= 3
0 TATE F
rCOR10P.•'
Fs
ONAL
A. LYNN MILLER, P.E.
P.E.# 58705
Tn 1 C 0
NOTES FOR ALL CONFIGURATIONS:
TABLE 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 - 79 3/4"
7° - 83 3/4"
87 3/4"
91 3/4"
8° - 95 3/4"
3° 371/2"
60 713/4
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
75.0
-75.0
75.0
-75.0
TABLE 2:
DESIGN PRESSURES FOR SIDE LITES
REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
68 - 79 3/4"
7° - 83 3/4"
87 3/4"
91 3/4"
80 - 95 3/4"
27 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
A
36 1/8"
+75.0
-75.0
+75.0
-75.0
+71.4
-71.4
+6T6
-67.6
+64.2
-64.2
36 3/4"
+75.0
-75.0
+74.9
-74.9
+70.4
-70.4
66.6
-66.6
+63.1
-63.1
�B, C, D ORE
36 3/4"
+75.0
=-75.0+75.0
-75.0
+75.0
-75.0
+75.0
-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 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4"
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 87-3/4" 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 / -47.2 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 = +75 / -75 PSF
DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES
UNREINFORCED DOOR TO SIDE LITE
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
68 - 79 3/4"
70- 83 3/4"
87 3/4"
91 3/4"
80- 95 3/4"
20 25 1/2"
4° 47 3/4"
+58.6
-58.6
+55.4
-55.4
+52A
-52.4
+49.8
-49.8
+47.4
-47.4
27 1/2"
513/4"
+54.9
-54.9
+51.8
-51.8
+49.0
-49.0
+46.5
-46.5
+44.3
-44.3
29 1/2"
55 3/4"
+51.7
-51.7
+48.8
-48.8
+46.1
-46.1
+43.8
-43.8
+41.6
-41.6
28 31 1/2"
50 59 3/4"
+49.0
-49.0
+46.2
-46.2
+43.6
-43.6
+41.4
41.4
+39.3
-39.3
28 33 1/2"
54 63 3/4"
+43.1
-43.1
+43.1
-43.1
+41.5
-41.5
+39.3
-39.3
+37.3
-37.3
35 1/2"
67 3/4"
+38.1
1 -38.1
+38.1
-38.1
+38.1
-38.1
+37.5
-37.5
+35.6
-35.6
30 37 1/2",
60 71 3/4"
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
TABLE 4•
DESIGN PRESSURES FOR SIDE LITES
UNREINFORCED DOOR TO SIDE LITE
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
68 - 7T47
3 3/4"
87 3/4"
91 3/4"
8° - 95 3/4"
10 3/4"
+75.0
-75.0
+75.0
-75.0FT7+
-75.0
12 3/4"
+75.0
-75.0
+75.0
-75.0
-75.0
19"
+72.4
-65.0
-%0
B, C, D
21 3/4"
+64.5
-64.5
+61.0
-57.8
.
..
-52.4
ORE
27 3/4"
+52.9
-52.9
+49.9
M-68.5+65.0
-47.
+44.7
44.7
+42.6
42.6
361/8"
+35.2
-35.2
+35.2
-35.2
+35.2
-35.2
+34.4
-34.4
36 3/4"
+34.0
-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" WIDE X 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 = +70.4 / -70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE = +34 / -34 PSF
SIDE LITE DESIGN PRESSURE _ +34 / -34 PSF
OVERALL DESIGN PRESSURE _ +34 / -34 PSF
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A,
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX, XXO, OXX,
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, XX), 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):
A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS)
B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS)
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, 1/4" AIRSPACE,
1/8" HS, .090 PVB, 3/16" HS)
MODU r REVii
oa comp"R With the Fforl&
hWding Code
Aeceplopce No. &^G Lf27.01
ohte��ll�j 1 ��
I
H) ADDED DESCRIPTION TO
O TABLE HEADERS.
- AK - 04/15/20
Y
=
O
>
nab
-'t
O
0
U)
ti
O
a}oQ
C0 �
C)O
CO
o
OLLL0
w
T
= w
ui
re
WU 00
u no�p
.oN
�- W
J
SMa
�>�
o
W
0
r
�5
06
LL.
O
cj�
CV
O
cn
}pays
D
® 4
O
W
04
z
U
U
z
o
z
ploos
F-
W
I
Z
ul
Q
0
allJl
asap
soups
. ' L\CENS,
No.58705 '
Q� •. TATE OF C(�
i .FCORIOP.•''G��
//'SS/0\
NAI c
'�/1I1111F�\\
A. LYRE.# 58705 P.E. -- J I
3
EXTERIOR <===>
INTERIOR
40
EXTERIOR INTERIOR
10 60
64 AT HEAD/JAMB
60
65 AT SILUJAMB
CLEAR -COLORED
SEALANT
EX INTERIOR
62
® 63
MAX.
MAX. MAX' SIDE
LITE 62
DLO FRAME DLO FRAME
HEIGHT HEIGHT
30
12 SL VIEW G-G
40 g1 CORNER ASSEMBLY
40
1.489
11
14-16,102 DOOR SECT. A -A SL SECT. B-B
VERTICAL VERTICAL
EXTERIOR
DOOR
1 2
37
MAX.
f "m�
=;dgCode v4 27. of
Aoaeptaeee
�spit�� D+►te—lQ�-�`�
H) NO CHANGES THIS SHEET. -
AK - 04/15/20
f "m�
=;dgCode v4 27. of
Aoaeptaeee
�spit�� D+►te—lQ�-�`�
H) NO CHANGES THIS SHEET. -
AK - 04/15/20
N
Y
2
i
>
nay
�
O
o
a
�
}
O
a}op
U� N
OM
O
o
zu'�
Z
W
2 w
U)
/ra
'ON
9Ma
WU 00
F- Z ?
umo�p
J
r• > d
W
C) Z �
v
Lr)
06
LL
O
w
M
O
to
19a4s
® rn
O
0
Z
O
�
04
z
=
U
U
Z
o
z
W
N
U
J
o
J
¢
w
>
LL
al}!1
•asap
sauas
ANY LYNN
LACEN& li���%
No. 58705_
STATE
/0NAL
A. LYNN MILLER, P.E.
P.E.# 58705
SPACING, SAME AS
JAMB ANCHOR SPACING
(SEE SHEETS 7, 8 AND 9)
SEE NOTE 3, (22,THIS SHEET
i
67
MAX
SL FRAME WIDTH
_ MAX.
DLO
6� SL SECT. E-E 62 �66
HORIZ. (DOOR W/ SIDE LITE)
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE 'X'
DOORS.
REINFORCEMENT
MAX. SL FRAME WIDTH----INOT REQUIRED FOR
STAND-ALONE 'O'
_ MAX. —
f'� DLO —I
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
INTERIOR
EXTERIOR
NOTES:
1) CLEAR OPENING FOR 'X'AND'XX' DOORS AS FOLLOWS:
WIDTH:
'X' DOORS = DOOR FRAME WIDTH - 5.646
'XX' DOOR = DOOR FRAME WIDTH / 2 - 4.079
HEIGHT:
DOOR FRAME HEIGHT - 3.259"
2) SIDE LITES OVERLAP AND'XX' DOORS BY 3/4" WHEN
ASSEMBLED TO MAKE'XO', 'OX', 'OXO-XXO', 'OXX' 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' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2.
uEv
as aewl�'!ff s3t1� rml
MaftgCotk
No=a7 UI
Date
Cal"
H) NO CHANGES THIS SHEET. -
y AK- 04/15/20
I�
(14
Y
=
�
C)
naa
O
O
U)
i �
O
r
91DG
CD C14
O
o
o
�)
O��
Z
w
XG
W U co
I-
Fes-
uMo�Q
o N
HMO
W
J
I-
W
u�
o rn
06
U)
LL
O
O
O
1a94S
m
® N
0
F-
U
CN *
U
U)
z
O
Z
W
-�
Q
aloDS
LL
z
O
N
o
J
Q
0
=
al}11
rosa4
sauas
LYN/V
� ��•'� LIGENSF •• ��� ��
_ No. 58705
0'. S ATE F (V \
i �S •'•��ORIDF.•"' ���
s/OVAL 'e
/1/11fl o
A. LYNN MILLER, P.E.
P.E.# 58705
ITEM
DWG #
PGT#
DESCRIPTION
1
943B
60411
FRAME HEAD
2
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
3
7070
67070K
BULB WEATHERSTRIP .187 X .300 HIGH
4
955
7955X
FLUSHBOLT STRIKEPLATE
5
938
7938X
2 PT. LOCK STRIKEPLATE
6
1956
7956A
IFRAME HEAD STRIKEPLATE BACKING PLATE
7
7832X12FPXP
#8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH
8
995
70995
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
9
996
70996
GASKET (BETWEEN HEAD & FRAME JAMB)
10
952A
6533016
FILLER HEAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011)
13
111004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER .065 @ THRESHOLD, OPTIONAL
15
11002A
411002A
ACETAL SPACER .095 @ THRESHOLD, OPTIONAL
16
11003A
411003A
ACETAL SPACER .140 @ THRESHOLD, OPTIONAL
20
915D
60380
FRAME JAMB (OUTSWING)
21
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
22
6608
66608M
REINFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5
23
11140
78X112PSAT5
IL8 X 1.500 PH SQ A T/S
24
1048
71048
JAMB SCREW COVER CAP
25
930
41721N
STRIKE PLATE INSERT
26
1118
71OX34PFA
#10 X.750 PH. FL. SMS
27
7070
67070K
BULB WEATHERSTRIP A87X.300HIGH
30
91OD
6910
DOOR PANEL, TOP & BOTTOM RAIL
31
911E
6911
DOOR PANEL, SIDE RAIL
32
1917
7FRMO
HINGE EXTRUSION
33
1178
71058FP W,B
#10 X.625 PH. FL SMS
34
913A
60378M
TRUSS CLAMP
35
1130
6TRODA
5116-18 THREADED ROD
36
990
7990NUTA
5/16-18 FLANGED HEX NUT
37
914A
60379M
WEATHERSTRIP CHANNEL
38
7834FPT
#8 X.75 PH. FL. TEK
39
997
70997
GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES)
40
1023
67924G
WSTP., _187 X.250 HIGH, FINSEAL
41
928
41720
SLIDE BOLT ASSY. (INACTIVE PANEL ONLY)
42
1145
76X12FPAW
#6X.500 PH FL SMS TYPE BDS
43
1212
7P30GG
SILL DUST PLUG (INACTIVE PNQ
44
983B
6983
DOOR PANEL ASTRAGAL 1 (OUTSWING)
45
1984B
6984
DOOR PANEL ASTRAGAL 2 (OUTSWING)
46
1213
GQ200K
WSTP.,Q-LON .190 X.200 HIGH
47
929
74UBLOK
LOCK SUPPORT ASSY. (41707 & 41708)
48
1139
7634F
#6 X.750 PH. FL. SMS
49
982
FD2PTAY
2 PT. LOCK ASSY.
50
6R180FS
RUBBER SLEEVE
51
930
41721
STRIKE PL. INSERT( INACTIVE PANEL)
52
931
7FRSPX
DEADBOLTSTRIKE PLATE
53
11118
710X34PFA
#10 X.750 PH FL. SMS
54
957
70957X
HANDLE STRIKE PLATE
55
1118
71 OX34PFA
#10 X.750 PH FL. SMS
60
920D
6920D
SIDELITE HEADER
61
921D
6921
SIDELITE SILL
62
916B
60381
SIDELITE JAMB
63
1155
781PQA
#8 X 1.000 QUAD PN. SMS
64
998
7998
HEAD GASKETS (STOCKING #70998)
65
999
7999
SILL GASKETS (STOCKING #70999)
66
934A
61641M
SIDELITE JAMB ADAPTER
67
#12 X 1.000 SHEET METAL SCREW
70
712653K
SETTLING BLOCK, 3/32" X 1/4" X 1" WIPSA
71
71267K
SETTING BLOCK, 1/16" X 1/2" X 1" WIPSA
72
4222A
64222
BEAD, 7116"
73
988
6988
BEAD, 3/8"
74 1988
1
IIG BEAD
92
986 164986
IBEAD, INTERIOR
93
1224 16TP247
IBULB, THICK (USED IN EXTRUDED BEAD)
94
GLAZING SILICONE, DOW 899 OR 983 OR 791
95
GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3116" HS
96
GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3116" HS
97
GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS
98
GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS
102
11006A 141106A JACETAL
SPACER .295 @ THRESHOLD, OPTIONAL
103
OFF -THE SHELF
IDEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL
104
OFF -THE SHELF
JHANDLEXATCH ASSEMBLY, MIN 7/16" THROW, GR 3 STEEL
ITEMS # 11-19, 26, 29, bti-b9, tiff, ti9, /b-/9, t54-y71 & y9-TUT HKt NU I
USED AND ARE NOT PART OF THIS APPROVAL.
LICONE
STRUCTURAL 1/4" NOM.
POLYISOBUTYLENE
WITH DESICCANT
KODISPACE
EXT. GLASS 80 4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE
3l16" TOM.
FOAM
WITH
DESICCANT
SUPER
EXT. GLASS
81
SPACERo NXT TIA
BUT
DESIC(
F
EXT. GLAS
POLYISO-
BUTYLENE
SEAL
ROLL -FORME
STAINLESS STEE
EXT. GLASS
\ --INT. GLASS
ALUMINUM
g REINFORCEMENT
I
E
"DURASEAL®
SPACER
GLASS
DESICCANT FILL AREA
5/16" NOM.
SILICONE SEAL
XL EDGETM
63 SPACER
INT. GLASS
Part #
Description
Material
80
Kommeding 4SG TPS Spacer System
See this
81
Quanex Super Spacer nXT with Hot Melt Butyl
Sheet for
82
Quanex Duraseal Spacer
Matedals
83
Cardinal XL Edge Spacer
REFERENCE TES I REHUK 15: 1- 1 L-b / 11, tsynu & Otl r U
as cowptyiag wI* the Flaid>I,
KeWingCode 2
Aoeeptanee NO -b 4 7-61
E"IrAom Date a 'ZZ
ll alrr4 �tradttct Co"
H) ADDED BACKBEDDING. -
y AK - 04/15/20
04
Y
=
>
O
nab
n'
C)
O
O
(n
LO
(!) N
O
o
a}op
O �?
Z
O
OLL0
=W-
(n
W
xe
'ON
WU 00
uMo'jp
P W ?
J
JMG
>
LLl
N
oZ�
t1)
uz5
_j
Q
LL
O
O
W
u7
co
®
O
}aa4s
rn
N
�
=
LLI
U
(!3
Z
o
U
Z
a-
H
W
(n
alooS
_j
LL
Z
to
w
2
�
Q
O
Q
O
p
m
alp-L
.osap
sauas
\�Illlllll!///
LY.NN,�''%
ICENSF
No.58705
� I" °Z G �cl
� 0 S tATE OF !v im
�CS'•.jPCORIDP, eo`
x
,,/ 11NA-L II
A. LYNN MILLER, P.E.
P.E.# 58705
1.750 1.750 1.750
1.750 .050 1.620
�+-1.480 -1
.250 - -
37 WEATHER
STRIP CHANNEL
062 .050 3.000 6063-T5
4.100
4.000 062 4.100 .062 4.100 062 4.675 4.675 0.375
DOOR FRAME 2.125 .125
20 JAMB
6063-T6
DOOR PANEL DOOR PANEL DOOR PANEL
30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL
6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 32 HINGE
6063-T5 6063-T5 O 6063-T5
1.500 1.578
3.655 3.111 .125 .805 Imo- •363 .890
.050
.750 .683n
.050 .683
.550 � I� l� -
1.400 .050 T f T T- T - .050 •172
FILLER HEAD ADAPTER 34 TRUSS CLAMP 74 3/16" GLAZING BEAD 76 5/8" GLAZING BEAD 3.000 _683 050
O.� Q O 6063-T5 O 6063-T5 6063-T5
6063-T6 3.100
-►-� 1.092
3.000
1.479 IG GLAZING BEAD
SL JAMB 74 6063-T5
62 6063-T6
1.272 1,479
.504 --►-� i,
050 5.459 .075 5.212 .1130 •360
6.685 .055
I O FRAME HEAD
6063-T6 .075
4.586 � 3 OUTSWING THRESHOLD
CHANNEL COVER
6063-T6
.050 750 2.980 �2.750
079 1.489
.489 � .050--1
�- --- 3.100 Ell .000
3.000 ►-
d i
6063-T6 ►� .125
OUTSWING THRESHOLD SL HEADER SL SILL SL JAMB .650
60 6063-T6 61 6063-T6
O 66 ADAPTER TUBE MULL
O 6063-T6 22 6063-T6
= oonp4 i ft w•itb the nor[&
kaAding Code
Aoeeptanee No -Oy 27' Of
Kxpkwjoo ok 0 7-2
4 (st, _ .u..-,-�.-
,* c..rr
H) CORRECTED TUBE MULL
TEMPER.
- AK - 04/15/20
c\I
Y
2
>b
mot•
O
j
Al
o
O
0
Lo
a#oa
OM
Z
O _j m
w
= LL
U 0
07
Cg
.0N
oma
W
i- w -1
Fw--
uMo-1p
w
T
cd
O
w
(o
#oa4s
co
®
O
p
�
p
U
Z
U)
Z
f-
w
w
Z
O
a�o0s
o¢c
F-
Lt'
(n
w
R'
O
Q
X
p
w
LL
a�}il
•DsaQ
Isapas
O� T/
N� LYN/V/,,. .
• L�cENSF ••.1��
No.58705 _
- -10 -
;� zs �=
0 '. ATEF
IO� NAL E�G
A. LYNN MILLER, P.E.
P.E.# 58705
TARI F R-
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
g
<
X
o
w
X
I
! w
X i X
MAX
DOOR
WTl-ME
I
MAX
FRAME
HEIGHT
47.75
79.75
83.75
87.75
91.75
95.75
4
3
4 j 2
5
4
4 2
5
4
4 2
5
4
4 2
5
4
4 j 2
51.75
79.75
83.75
87.75
91.75
95.75
5
4
4 2
5
4
4 i 2
5
4
4 2
5
4
4 j 2
6
4
4 3
55.75
79.75
83.75
87.75
91.75
95.75
5
4
4 ( 2
5
4
4 2
5
4
4 2
6
4
4 3
6
4
4 3
59.75
79.75
83.75
87.75
91.75
95.75
5
5
4 j 2
5
5
4 2
6
5
4 1 3
6
5
4 13
6
5
4 ; 3
63.75
79.75
83.75
87.75
91.75
95.75
5
5
4 ! 2
6
5
4 f 3
6
5
4 3
6
5
4 3
7
6
4 3
67.75
79.75
83.75
87.75
91.75
95.75
6
5
4 3
6
5
4 ( 3
6
5
4 3
7
6
4 3
7
6
4 3
71.75
79.75
83.75
87.75
91.75
95.75
6
5
4 3
6
5
4 ! 3
6
5
4 3
7
6
4 13
7
6
4 13
20-7/8" MAX. O.C.
�{
6„ 9" MAX.( A A
I3
MAX.
84-3/8"
MAX.
DLO
/
24-9/16\
MAX. DLO\
/
13-1/4" MAX.
23-1 /8"
MAX. O.C.
95-3/4"
MAX.
_ FRAME
HEIGHT
I I I I I A_A I
3
71-3/4" MAX. DOOR FRAME WIDTH
TYP. ELEVATION OF XX CONFIGURATION
HEAD
ZONE "D" 9" HEAD
-� MAX ZONE "D"
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
See Sheet 2, Table 1
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 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM
ASTRAGAL CENTERS AND 20-7/8" 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,
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR,
ANCHOR TYPE 3 INTO WOOD
DESIGN PRESSURE = +75 / -75 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS @ EACH JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
OSEE CIRCLED VALUES ON TABLE 6.
X = DENOTES ANCHOR LOCATION.
PROD" r &Evw"
as complying with the FlorW
ltivtiing Code
Acceptance No �-�Yt %o f
1�xorotieo Dute �y Z
± �a t fiirtar+i
H) NO CHANGES THIS SHEET. -
O AK - 04/15/20
N
r-
Y
2
LLI
�O
nab
4
o
O
U3
>- ti
0
0p
atop
C� CV
OM
o
O��
Z
WC) 00
uMap
oN
F- W
J
omo
o Z rn
0
U)
06
ILL
O
w
01)
0
}aa4S
®
p
rn
z
U
U)
z
o
1-
Z
W
U)
alo�S
�.
m
u-
Q
w
J
W
0
o
r
Q
0
LL
a1�11
asap
s
��•�\ONY LYN,tiI'��'',%
�� •LICENSE ' . �� '�
No.58705
%�3O� . ITATa OF: �4\�
'40RIDP. •' N
IVAL
I E
I A. LYNN MILLER, P.E.
P.E.# 58705
TARI F 7-
O SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD ZONES
m
co
Q
0
w
J
0
w
=
0
i u.I
J
m U)
Cc
� w
; i =
0 0
MAX
SIDE LITE
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
79.75
83.75
87.75
91.75
95.75
4
1
4 1
4
1
4 1
4
1
4 1
4
1
4 1
4
1
4 j 1
12.75
79.75
83.75
87.75
91.75
95.75
4
2
4 1 2
4
2
4 2
4
2
4 1 2
4
2
4 ' 2
4
2
4 2
19.00
79.75
83.75
87.75
91.75
95.75
4
2
4 2
4
2
4 j 2
4
2
4 2
4
2
4 2
4
2
4 I 2
21.75
79.75
83.75
87.75
91.75
95.75
4
2
4 ! 2
4
2
4 2
4
2
4 2
5
2
4 ; 2
5
2
4 2
27.75
79.75
83.75
87.75
91.75
95.75
5
2
4 2
5
2
4 j 2
5
2
4 2
6
2
4 2
6
2
4 ! 2
36.13
79.75
83.75
87.75
91.75
95.75
6
3
4 3
6
3
4 3
7
3
4 3
7
3
4 3
7
3
4 3
36.75
79.75
83.75
87.75
91.75
95.75
6
3
4 3
6
3
4 3
7
3
4 i 3
7
3
4 11 3
7
3
4 3
17-7/8"
MAX. O.C.
6" B-B
MAX. 3
23-1 MAX. O-
O_C. /
84-3/8"
MAX. DLO
33-5/8"
MAX. DLO
I m
I
36-3/4" MAX.
IDE LITE FRAME WIDTH
13-1/4" MAX.
95-3/4"
MAX.
FRAME
HEIGHT
TYR ELEVATION OF
SINGLE SIDELITE, O
NOTES:
m
w
z
0
N
m
a
HEAD
-ZONE "E'
m
w
z
0
N
m
Q
_ SILL
f ZONE "E"
LOAD ZONES FOR
SINGLE SIDELITE, O
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) 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 23-1/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15.
Design Pressure
See Sheet 2, Table 2
PKOQUC r KEW"
as complying witt the mriu
kwing Code
Aoceptsnce Nod!_ 2•- DI
ESplc 690 Oat"
/°l i X�z_
%I *w' ON& trndtwt
H) NO CHANGES THIS SHEET. -
AK - 04/15/20
Y
=
Lu
>
Lo
nab
CL'
O
}.
O
i-
(D N
O 'T
U)
p
o
O LL 0
Lu
`-
= Lu �'
g
W- 00
uMo�p
'ON
I W
o>�
J
Dmo
o z rn
w
06
O
w
m
}aa45
®
O
p
U)
z
U
Z
o
Z
F_
aloaS
2i
J
wLLJ
o
01-
J
0
Q
Of
u-
u-
al}il
osap
sauaS
\\\\\ k
II./i,
OAtiI LYNIV/, /,,
�CEN - ���
Y No.58705
;,),
SATE OF
i \'S ��ORIDA '_NC��
///�l(Illllll'\
A. LYP.E.# 58705 P E I
TABLE 8-
x0 & ox,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2 3, WOOD 3 ALUM
1,2, CONC
LOAD
ZONES
=°
2
�
O
w
to
w
_
O
0
w
_
X
Q
X
m
2
O
w
J
W
_
0
o
J
w
_
,
X
2
X
MAX
SIDE LITE
FRAME
WIDTH
MAXW
DOOR
FRAME
WIDTH
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4
2
3
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
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
1 2
2
4
4
2
4
6
4
2
2
4
4
2
4
6
4
2
3
4
19.00
29.50
79.75
83.75
87.75
91.75
95.75
4
3
4
5
4
2
2
4
4
3
4
5
4
2
2
4
4
3
4
6
4
2
2
4
4
3
4
1 6
4
2
3
4
4
3
1 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
4
5
6
4
3
3
4
7
5
5
6(4)(3),3
4
7
5
6
7
4
3
3
4
7
5
6
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
1 5
6
7
4
3
3
4
7
5
6
7
4
3
3
4
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX.
20-7/8" MAX. O.C. 6" MAX.
6„ A -A B-B
MAX. 3 3
I 13-1 /4" MAX.
\ I
SEE TABLES 1-4,
SHEET
23-1/8" \ I REINFORCEMENT
MAX. O.C. \ I REQUIREMENTS.
95-3/4"
84-3/8" / MAX.
MAX. DLO // FRAME
/ I / HEIGHT
/ E4E I
/ I
24-9/16" 33-5/8"
/ MAX. DLO I MAX. DLO
13-1/4" MAX.
� -' A_q I I B B I I
3 3 36-3/4" MAX. SIDE
37-1/2" MAX. DOOR LITE FRAME WIDTH
FRAME WIDTH 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF XO CONFIGURATION
(OX SIMILAR)
HEAD ZONE "D" HEAD ZONE "E"-j
9" MAX. ---�
6" MAX.
3
w
z
0
N
ao
Q
c0
w
z
0
N
[n
20-7/8' 6" MAX.
6" MAX.
9" MAX. 24-3/4"
SILL ZONE "D" SILL ZONE
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
(OX SIMILAR)
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: 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
23-1 /8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS,
9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8"
MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24-3/4" 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 3/4" ONCE
ASSEMBLED.
EXAMPLE:
XO WITH GLASS TYPE B,
36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE,
ANCHOR TYPE 3 INTO CONC.
DOOR DESIGN PRESSURE = +75 / -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.
vjw1 we r REVINO
as complying wkb the Floridk
kVAftA gncedNo 20-4S/27• of
H) NO CHANGES THIS SHEET. -
y AK - 04/15/20
cli
Y
=
>
O
nab
O
❑
O
(A
i- L
O
alDp
() 'mod'
0
o
1 (.,)
O _j o
LL-
Z
w
z m
-�
= w VT
UFo-
OZ
c)rn..
v6
WJ❑
ke
N
9MpW>
W
IJMDJ
W
u)�
06
O
cl�
o
OV_
11"s
® N
Q
❑
z
v
Q
z
0
F-
z
LLl
1-
111
'I's
W
❑
�
Q
J
Q
O
X
0
LL
aril
-osap
isaijas
\>>��Ilrrrrrr��
MYNA/
GENn
_ No. 58705
=-D 7TATEOF
Z�_
� 0 ctr
Q ((�
iAS "40RIOP'. G\��
�rrrllll����
A. LYNN MILLER, P.E.
P.E.# 58705
TART F 9•
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1 1,2, CONC
LOAD
ZONES
m
Q
O
Uj
Q
w
_
O
ii
Q
w
_
m
2
¢
w ii
J
¢ Q
w w
I ,
MAX
SIDE LITE
FRAME
WIDTH
MAX 'X
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
23
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 1 3
4
2
7
4
2 3
4
2
7
4
2 3
4
2
7
4
2 5
4
2
7
4
2 j 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 1 3
4
3
8
4
2 i 5
4
3
8
4
2 5
4
3
8
4
2 i 5
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2 i 3
4
3
8
4
2 j 5
4
3
8
4
2 1 5
5
3
8
4
2) 5
5
3
10
4
2' 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
4
8
4
3 5
7
5
8
4
3 5
7
5
10
4
3 1 5
7
5
10
4
3 j 5
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3 j 5
6
4
8
4
3 5
7
5
10
4
3 5
7
5
10
4
3 j 5
7
1 5
1 101
4
3; 5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
20-7/8" MAX. O.C.
6„ 6" MAX.
MAX' i
23-1/8"
MAX. O.C.
-F -
1
33-5/8"
MAX. DLO
II
84-3/8"
MAX. DLO
24-9/1 6'
MAX. DLO\
6" MAX.
6" MAX.
r�P3
i 9 1 1
24-3/4" MAX. O.C.
I I I I IAA I I BB
36-3/4" MAX. SIDE 3 3
LITE FRAME WIDTH 37-1/2" MAX. DOOR
FRAME WIDTH
109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXO CONFIGURATION
(NOT AVAILABLE WITH REINFORCEMENT)
HEAD HEAD HEAD
ZONE "E" ZONE "F" ZONE "E"�
SILL SILL
ZONE L"E" ZONE "F" ZONE "E"
LOAD ZONES FOR OXO CONFIGURATION
13-1 /4" MAX.
95-3/4"
MAX.
FRAME
HEIGHT
NOTES:
Design Pressure
Reinforced: I N/A
Unreinforced: I See Sheet 2, Tables 3 & 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): 13-1/4" MAX. FROM CORNERS AND 23-1/8"
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.
FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND
24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
m SIZE.
z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
0 14&15.
00
Q 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A
SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT.
1 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED.
a eampow via *0 F1mw
Aoftpftmx No zc-o4 Z-7 a 1
lE�aitivp Date��.'� " t COW"
H) NO CHANGES THIS SHEET. -
y AK - 04/15/20
N
Y
=
>
C)
naa
a
O
p
o
�
Nt1')
W
a}DG
U'
OM
o
OLL0
z
w
= Ld
V
(A
LLJ
(B
•ON
W 00
umo�G
I- W �,
J
CMG
�>�
W
0
Lo
o Z
..
06
LL.
O
ly-
}aa4S
® rn
0
p
rn
z
O
U
z
Z
F-
W
J
aloaS
1-
W
W
�
�
p
0
U
0
Q
O
LL
7111
osaG
isauaS
EN
No. 58705
�� S ATE F L(/�\
O;
FWRICP.
A LYNN MILLER, P.E.
P.E.# 58705
TARTFin:
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
m
Q
O
w
-
J
o
¢
w
z
O
Q
m
Q
X
r7
J
U)
6
w
X I
i�
J
U
a
w
X
m
¢
O 10
w
J
o
Q
W
7-
1
Q
m
2
X
O
(A
o
w
X I
iL
(A
0
w
X
MAX
SIDE LITE
FRAME
WIDTH
MAX ')W
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91,75
95.75
4
2
4
3
6
4
2
4
2 1
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4
2
5
4
7
4
2
4
1 2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
1 4
2
3
4
2
6
4
7
4
2
1 4
3
5
19.00
55.75
79.75
83.75
87.75
91.75
95.75
4
3
5
4
7
4
2
4
2
3
4
3
5
4
7
4
2
4
2
3
4
3
5
4
7
4
2
4
2
3
4
3
6
4
7
4
2
4
3
5
4
3
6
4
8
4
2
4
3
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
5
5
8
4
2
4
2
3
4
3
5
5
8
4
2
4
2
3
4
3
1 6
5
8
4
2
4
3
5
5
3
6
5
8
4
2
4
3
5
5
3
6
5
8
4
2
4
3
5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
3
5
5
8
4
2
4
2
3
5
3
6
5
8
4
2
4
3
5
5
3
6
5
8
4
2
4
3
5
6
3
6
5
8
4
3
4
3
5
6
3
7
6
10
4
3
4
3
5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4
3
4
3
5
6
4
6
1 5
8
4
3
4
3
5
7
5
6
5
8
4
3
4
3
5
7
5
7
6
10
4
3
4
3
5
7
5
7
6
10
4
3
4
3
5
36.75
71.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4
3
4
3
5
6
4
6
5
9
4
3
4
3
5
7
5
6
5
9
4
3
4
3
5
7
5
7
6
10
4
3
4
3
5
1 7
5
7
6
10
4
3
4
3
5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
20-7/8" MAX. O.C.
6" MAX. I
23-1 /8"
MAX. O.C.
T_
w
z
O
N
m
Q
9" MAX.
9" MAX.
A -A
i I 1 i 3 I
24-3/4" MAX. O.C.
B^B
SEE TABLES 1-4,
/ I SHEET 2 FOR
/ \ \ REINFORCEMENT
/ O \ REQUIREMENTS.
84�/8" /
MAX. 40
/ 4
24-9/16\ / 33-5/8"
-.- MAX. DLO\ / I MAX. DLO
6" MAX.
23-1 /8"
MAX. DLO
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: See Sheet 2, Tables 3 & 4
95-3/4"
MAX.
FRAME
HEIGHT
I I I I A_A I I I
3 3 36-3/4" MAX.
71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH
107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF XXO CONFIGURATION
(OXX SIMILAR)
HEAD HEAD HEAD
ZONE "D" ZONE "F" ZONE "E"
SILL I I SILL
ZONE "D" IZONEI"F" T ZONE "E"
LOAD ZONES FOR XXO CONFIGURATION
(OXX SIMILAR)
co
w
z
O
N
m
a
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 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24-3/4" 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 3/4" ONCE
ASSEMBLED.
PRODUMEMM
as complying Sri* *0 FkAft
&wingcode ?�-04Z7•01
Acceptance No
Espir don Date O 2'L
H) NO CHANGES THIS SHEET. -
AK - 04/15/20
N
Y
2
>
>
naa
o
O
60
LO
O
C)
a}Dp
co
o
J c
O_joo
u-
Z
W
�-
Z (D
J
S W "IT
U
U)
�g
W 00
uMDjp-ON
P Z 'q
J
DWI
r->
w
o 1
r Z `.
0r-
co
06
LL.
O
w
N_
® rn
Ocli
J
}a 4S
U)
�
(�
F¢
w
Z
o
Z
0
F
W
w
aIDaS
LL
O
m
w
06
o
O
al}I
asap
sauas
`��tillillll///
3\A\� LYN/V
. No. 58705
04 4-
13 11�
STATE IFF,
S
///1!aNlaL 0\\
A. LYNN MILLER, P.E.
P.E.# 58705
TAQI C 41-
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
m
2
¢
O
w
m
Q
_
O
CI
J
o
w
_
X
m
18
w I ti
J
m! o
Q l w
= i =
I X
MAX
SIDE LITE
FRAME
WIDTH
MAX'X)(
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
1 6
4
2 3
4
2
7
4
21 3
4
2
7
4
2 j 3
4
2
7
4
2 j 3
4
2
7
4
2 1 3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2 3
4
2
7
4
21 3
4
2
7
4
2 j 3
4
2
7
4
213
4
2
7
4
21 5
19.00
55.75
79.75
83.75
87.75
91.75
95.75
4
3
7
4
2 j 3
4
3
7
4
2 j 3
4
3
7
4
2 j 3
4
3
7
4
2 5
4
3
8
4
25
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2 i 3
4
3
8
4
2 3
4
3
8
4
2 j 5
5
3
8
4
2 j 5
5
3
8
4
2 5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
3
8
4
2 3
5
3
8
4
2 j 5
5
3
8
4
2 1 5
6
3
8
4
3 1 5
6
3
110
4
3; 5
36.13
67.75
79.75
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 1 5
7
5
10
4
3 j 5
7
5
10
4
3 5
36.75
71.75
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3; 5
6
4
9
4
3 i 5
7
5
9
4
3' 5
7
5
10
4
3 5
7
5
10
4
3 5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX.
20-7/8" MAX. O.C.6„ 9" MAX.
MAX. � B-B 6" MAX. A -A
I 3 1 I I I I I 3 I I
23-1 /8"
MAX. O.C. / / /
lei I
23-1/8"
w
z
O
N
m
6" MAX. -i
84-3/8" p
MAX. DLO \ /
4
I \\ 4
24-9/16\ /
MAX. DLO\ /
�B-B
3 3
36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH
143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
9" MAX.
24-3/4" MAX. O.0
I I I
SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
33-5/8"
MAX. DLO
TYP. ELEVATION OF OXXO CONFIGURATION
HEAD
ZONE "E"
HLAU
ZONE "F"
ntHu
ZONE "F"
I Iu -
ZONE "E"
MAX.
SILL
20-7/8"
SILL
91,
MAX. I�
6" MAX.
24 3!4" �-
SILL
ZONE "E„
"I'llS
ZONE "
ILL
ZONE "E"
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
ca
w
z
0
N
m
95-3/4"
MAX.
FRAME
HEIGHT
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: 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 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX.
FROM CORNERS AND 24-3/4" 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 3/4" ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR
WITH (2) 36-3/4" X 95-3/4" SIDE LITES,
ANCHOR TYPE 2 INTO CONCRETE,
DESIGN PRESSURE = +34 / -34 PSF,
SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS @ EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 11.
X = DENOTES ANCHOR LOCATION.
as cas9b'b8 wIM dbe FkWW
L4WdtagCode �.,py 2 J•0
Aemp0mv Na
VhW &Adt I fad
H) NO CHANGES THIS SHEET. -
60 AK - 04/15/20
CNLLI
Y
2
>
?
naa
o
O
} ~
0
O
a}DQ
0 N
O
O
o
O�0
Z
w
_
_ W
WU 0
IIMDJQ
.ON
I- W
oIz->
r
W
L0
o
r Z `.
0
.-
/n
LL
O
M
O
7aa4S
cD
® rn
O
0
z
U
J
z
O
Z
1-
W
Q
aIDDS
2
u-
W
a
52
w
�
O
o
0
Q
O
o
al#il
•Osaa
sauas
\\\\``Y LYE
/V
No. 58705
-;3
p STATE OF �
40RIOP.•'
%'SS10lVVAU
A. LYNN MILLERA. LYNN MILLER, P.E. I
P.E.# 58705
EDGE DISTANCE EDGE
DISTANCE
2X WOOD SEE TABLE EDGE DISTANCE
BUCK, NOTE 1 A, SHEET 1 + SEE TABLE
1X WOOD < EMBEDMENT A, SHEET 1
BUCK, NOTE 1
EMBEDMENT
1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM
SEE TABLE SEE TABLE
A,SHEET1 A,SHEET 1
DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM)
EMBEDMENT EMBEDMENT---1
1/4" MAX. SHIM 1/4" M40"IMI 1/4" MAX. SHIM
EDGE DISTANCE
EDGE DISTANCE EDGE DISTANCE
ti.
STAGGERED STAGGEREDe' STAGGERED
ANCHORS ANCHORSSEE TABLE ANCHORS
A, SHEET 1
,a
2X WOOD SEE TABLE
BUCK, NOTE 1 BUCK, NOTE 1 A, SHEET 1
DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM)
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
�
1!4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX.
SEE TABLE
A, SHEET 1
SEE TABLE '.' ' •'ti.= `=«>'fT'
A, SHEET 1
EMBEDMENT EMBEDMENT
2X WOOD ja --e- I— EDGE DISTANCE EDGE DISTANCE
EDGE DISTANCE BUCK, NOTE 1
DOOR SILL (WOOD) DOOR SILL (CONC) DOOR SILL (ALUMINUM)
1. 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 OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
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 JURISDICTION. �EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) V
masuctREVEM
as cesepq'ing *it& tie Fkdk
wwftg Cale 20 -o 4 2 7• t7 j
Aaeeptsnce No
Espir alm Out
6
MBA NPAUaid�ctGood
H) NO CHANGES THIS SHEET. -
N AK - 04/15/20
cr
N
Y
=
i
O
>
nab
�
�
O
O
U
0
r
a}op
0
OM
o
OLL�
Z
W
= I,J,J
U)
X8
'ON
pMp
WU 00
f
J
umo�p
W'T
ti >
w
o 0)
�— z
0
co
06
U)
u-
0
W
J
0
m
®
0
0
U
Q
z
O
Z
J
B-
Z
O
LLI
2
J
0
o
�
Q
0
LL
al}1
.asap
sai,jaS
LYN/v
a No.58705
A_
0 !7 -
�0�'. �T/ATE F �\
''•.FCORIOP'.• G`��
/OAlAL
A. LYNN MILLER, P.E.
P.E.# 58705
SEE TABLEEDGE DISTANCE
EDGE DISTANCE
2X WOOD EDGE DISTANCE A, SHEET 1 .
BUCK, NOTE 1 -
EMBEDMENT SEE TABLE
A, SHEET 1
0 o EMBEDMENT o ~
1X WOOD
BUCK, 1/4" MAX. SHIM 1/4" MAX. SHIM
1/4" MAX, SHIM NOTE 1
SEE TABLE ItA,
ABLE
SEE TABLE
A, SHEET 1 A, SHEET 1 EET 1
SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM)
SEE TABLE
EMBEDMENT EMBEDMENT A,SHEET1
1/4" MAX- SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM
SEE TABLE EDGE DISTANCE JEDGE DISTANCE
EDGE DISTANCE A, SHEET 1
SEE TABLE
SEE TABLE A, SHEET 1
A, SHEET 1 `a
Ivl SEE TABLE
A, SHEET 1
2X WOOD
BUCK, NOTE 1 1X WOOD BUCK, NOTE 1
SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM)
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
1/4" MAX. SHIM 1/4" MAX. SHIM
1X WOOD
BUCK, NOTE 1 1/4" MAX. SHIM
SEE TABLE
A, SHEET 1
EMBEDMENT SEE TABLE
A, SHEET 1 ;
EMBEDMENT
EDGE DISTANCE 2X WOOD
BUCK, NOTE 1 EDGE DISTANCE
SIDE LITE SILL WOOD f�— I EDGE DISTANCE SIDE LITE SILL (ALUMINUM)
(WOOD) SIDE LITE SILL (CONC)
I. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2xARE 1 1/2"
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 JURISDICTION. <� EXTERIOR INTERIOR
V
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
BRAD[! t
a: comply* with the 1F'kdk
gaming Cods
Aoaptanee No 2e-0'p2.7. 61
ExpiR•ajm @nM 2Z
�ki,..�._.i-
ubwA pulp I CAZ"
H) NO CHANGES THIS SHEET. -
•O AK - 04/15/20
Q)
N
Y
2
0o
�:
Aaa
o
O
U N
0
OO
�
r(�16_
Z
oOLL�w2
LL1 `,
U U O
W
Fg
'IN
9MO
ap
I-- W
J
UM
O > r
W
lfi
p
0
T
CJ
O
W
L0
O
O
0
laa4S
N
J
(n
O
Z
I-
z
1-
W
Z
aloos
u_
w
W
cr
J
c
a�}a�
asap
sa -S
\>>Ill�illrrrr
C o` LYNN�
L10ENgF ����'.
_ No. 58705 y'
' ( Io 2s �;
O� '. STATE OF !L
(� ."CORIDP..' N���
iS /ONAL I \
A. LYNN MILLER, P.E.
P-E.# 58705