HomeMy WebLinkAbout2004271MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.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:
l . 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 shad control.
2. Standalone X, XX and O configuration unit do not require, reinforcement (item 422).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4. lx or 2x buck to be property 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.�� yl
NOA No. 20-0427.01
MIAMhDADECOUNTI( Expiration Date: October 18, 2022
• i Approval Date: September 03, 2020
Page I
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/ AS`I'ME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq 1. 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 InterIayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-123110 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(5tn 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 415-0528.24, 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 (5Tn 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. 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(5th edition), FBC 2017(61h 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 416-062917, 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 Dowsil 791 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 (7th 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 (71h 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 419-1155 dated 01/10/20 approved by Ishaq r C`]-d- P F
I 7 f- �/-
isnaq 1. 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 XX XO, OX kXO OX�X OHO AND OXXO.
4) ANCHORAGE: THE 331/3% 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.
B) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4984, 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
(LBS1FTa) FOR THE OPENING USING THEASCE-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 Z 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 PRODUCTAND 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 GROSS -SECTIONAL DETAILS.
DESIGN PRESSURE RATING
SEOENTASBHLEEESTI2 .4 IMACTRATINGP
RATED FORAARE
A
TABLEA: MISSILEIMPTLLE
Min.
Anchor
Frame
Min. Edge
Embadmen[or
Gm,p
A^chor Type
Member
S"boba�
mshnm
Metal
TMokness
114"Eko UI.Co
All
Cancreh (m n. 2,85 ksi)
1�1
1 6'
Jamb
ft— Block (ASTM C90)
I -we
t-1/4"
1
All
—te (min. 3 ksi)
1-W
Ia
114' Dewalt tA.Con+®
Jamb
FM . Bluck (ASTM C90)
1a 4r
1-W
2
114" 410 SS EkdOeWag
I
Concrete (min. 3.M ksi)
1814
1
Jamb
WInw B ck (ASW C90)
18M'
1-1/4'
Cnn.FluS
All
SPl4bam Pine (6G = 0.55)
1'
1818'
All
SOMhem Fine Me=0-)
1—
A0
808375 Aluminum
318'
1!8"
#12 SMS (steel, 188 S.S. or
3
4t0 S.SJ
Alt
Steel, A36
3�8'
0.060'
All
Steel Stud,Aim3 Gr. 33
318'
0.0151'(tBGa.
1) ALLANCHOR HEAD TYPES ARE APPLICABLE.
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLOP
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
Matedei
Min. Er
Min. F"
Steel Screw
92 ksi
120 ksl
188 Screw
60 ksi
95 ksi
410 S—
90 ksi
1101s1
Elm UltraCCnS
155 ksl
177 ksi
114" DeWalt UltmCon+S
410 SS ElmfDew tt Cre Flu*
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063-T5AWminum
16 ks1
22 ksi
AM Steel
36 ksi
68 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
GLASS
NOS.
I I GIASS STACK
311
8" HB GLASS 3/16" HS GLASS
PV67 OR PV82 .090" PV81 OR PVBZ
INTERLAYER INTERL.4YER
116" AN OR &GLASS—� SWAN OR HS GLASS—�
1—LASS
BITE
3// 8" LAMI NOM.
GLASS TYPE A
GLASS TYPE B
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP=TEMPERED
7/16" NOM.
GLASS STACK
n"GLASS
817E
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 COOE (FBC}, 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E130089
• ANSUAF&PA NDS-20t8 FOR MOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL ADM-2015
• AIS15100-16
• AISC38046
13116' NOM.
GLASS STACK
�
— 3/78" HS GLASS
1/8" HS GLASS—Ft1 I I ,j'((�(
1/4"AIR SSS--\I I I� LAYER
SM6"TP GLASS 11'•1
1n"GLASS
BITE
1Ef"OR 7/16" LAM) NOM. it a
GLASS TYPE C 1 13l16" LAMI IG NOM.
GLASS TYPED GLASS TYPE E
PVB1 =.090" TROSIFOL' PVB BY KURARAY AMERICA, INC.
PVB2 =.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
. .kkVosp Fm+id+
A�aL4pagm�e HH®i'-oy11w t
�(s'iµien N�k
Qre1d
H) UPDATEDTO FBC 2020,
y° REVISED ANCHQRTYPETABLE.
m AK-ON7520
>
v
to
1
Nn
0
N
iU' N
°too
K
h
O
U,
o
g
LU
ZD
= W
U
LU
9
ux
Wd
E- W Y
J
oN
0M0
i
z
L
N
O
O
0
O
).qs
® N
_
m
Z
z
QO
LL
Q
w�
K
m
J
a
ans
z
.,aaa
d
saueS
Illuun///i.
NSF
* No. 58705 •: ,k
i Qom•. AT F ((/`
ALORIDP;' G,��
/ONALIEII `
A. LYNN MILLER P.E.
PF#50706
DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES
REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR
XFRAME
WIDTH
XXFRAME
WIDTH
FRAME
HEIGHT
1 e-793I4"
1 7*-833/4"
1 873/4"
I 91314'•
1 80-953m,
3P 3712"
e° 713t4
+75.0 -75.0
+75.0 -75.0
+75.0 -75.0
75.0 -75.0
75.0 -75.0
DESIGN PRESSURES FOR SIDE LITES
REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
6a-793/4"
7A-833/4"
873/4"
913/4"
8°-953/4"
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 V8°
-75.0
-76.0
+75.0
-76.0
+71.4
-71.4
+67.6
-67.6
+642
-54.2
363t4"
+75.0
-7&0
+74.9
-74.9
+70.4
-70.4
.6
-66.6
+63.1
-63.1
B, C. D OR E
36 N4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75A
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,
33-112" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3AV
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 / -75 PSF
SIDE LITE DESIGN PRESSURE =+75 /-75 PSF
OVERALL DESIGN PRESSURE=+751-75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE X 87314" HIGH SINGLE DOOR WITH (2) 26' X 87-N4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+43.6 / -43.6 PSF
SIDE LITE DESIGN PRESSURE=+47.21.47.2 PSF
OVERALL DESIGN PRESSURE=+43.6143.6 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 SIDE LITES
UNREINFORCED DOOR TO SIDE LITE
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
6°-793/4"
1 71-833/4"
873/4"
913W
1 8`453/4"
103/4"
+75.0
-75.0
+75.0
-75.0
+780
-7-
+75.0
-75.0
+75.0
123/4"
.76.0
-75.0
+75.0
-75.0
+75,0
-75.D
+75.0
-75.0
+75.0
-75.0
19"
+72.4
-72.4
+68..5
765
+650
0
-51.8
+69.0
59.0
A, B, C, D
ORE2134
+64.5
-84.5
+61.0
-61.0
785550
+
.
-55.0
273/4"
+52.9
-52.8
+49.9
-49.8
+47.
-47.
+44.7
-04.7
36118"
+35.2
-35.2
+3236
+3:
A+52,4-5Z.4
36 3/4+34.0
340
+340
-34.0
+34.034A+34.0-34.0
-34
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-1&
EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68" WIDE X 85" HIGH DOUBLE DOOR WITH 12) 38.1/2" X 85" SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 / -75 PSF
SIDE LITE DESIGN PRESSURE=+70.41-70.4 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" NIGH DOUBLE DOOR WITH (2) 353/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE=+341-34 PSF
SIDE LITE DESIGN PRESSURE=+341-34 PSF
_ I n-1AI oPCCC1 IR= U / M PSF
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE,,
633/4" WIDE X 91.3/4" HIGH DOUBLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 / -75 PSF
NOTES FOR ALL CONFIGURATIONS:
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 422, 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 33-110)
rEl
ES (ALL TABLES, THIS SHEET):
MI (1/8" A, .090 PVB, 3/16" HS)
LA
(118" HS, .090 PVB, 3/18" HS)
AMI (3/16" A, .090 PVB, 3116" HS)
AMI (3116" HS, 090 PVB, 3/16" HS)
LAMI IG (3M6" TP, 114" AIRSPACE, 1/8" HS, .090 PVB, 3MV HS)
xonu0rsevMBa
wnplyMe wGY 16a F2a•NG
��ps...y Y2f•o/
iea§,Aa. oam
rkL s \
itZr149ra9ae+WIWd
d H)AODEDCESCRiPRONTO
.F TABLE HEADERS.
a-AK-O4111111
uj
Y S
p 'o N
> al°0 K ul
p m o
Y-8 W
M u / U 0 ,(q
W
m *o,a W"
I-wY �o
o 0' W
oZ� O
N a5 0
O In N
® S Lu 1-Ts
= W Z
w W
K
LL
W n
z 6051
¢
a/Is .,
_Itl\r ill�t
LY
ENSF��(�
NO- 58705
OF
a �=
•.FCORIOP,.\��
'sS �NAL11`