HomeMy WebLinkAboutNOA; Series FD-101 Aluminium Outswing French DoorsMIAMI•DADE.
a
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
ST. Lucie County, Permitting
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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 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., 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 I or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AID.
4. lx 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. 1
This NOA revises NOA 016-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, asvI approval
document mentioned above. �
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
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 I through 10 of
10, dated 04/04/2012 and last revised on 09108/16, 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)1 I'L-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed &
sealed by Idahnis 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 Fenestratiori 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).
r�1,-) i • (—LA ws,--
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
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(5d' 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. New Evidence submitted
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 08/01117, complying with FBC-
2014 (5TH Edition) & 2017(6" 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(P edition), FBC 2017(6d' edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
I. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
E-1
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW
2) DESIGN PRESSURES: (SEE TABLES 14 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, ASO.
3) CONFIGURATIONS: X. O, M. XO OX, XXO, OXX, OXO, 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.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4964, 5212 &6864; ELCO ULTRACON & CRETEFLEX NOMS
8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE RVHZ).
9) DOOR SIZES MUST BE VERIFIED FOR COMPLUWCE 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/FTO 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 THEOPENING'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.
3H67 HS GL
DW MI OR
10
I GLASS STACK
31V
1/ GLASS
SITE
3/8" LAMI NOM.
GLASS TYPE A. (PVB1),
GLASS TYPE B, (PVB2)
AN =ANNEALED
HS = HEATSTRE
TP=TEMPERED
DESIGN PRESSURE RATING IMPACTRATING
SEE TABLES 1-4 RATED FOR LARGE & SMALL
ON SHEET2 MISSILE IMPACT RESISTANCE
BLE A:
Min.
Anchor
Anchor type
Pmme
SubstrateMIM
Edge
Embedment
Group
Member
Distance
or Metal
TOlckne®
1/4'Bice UOmCoeH
A0
Concrete (min. Z85 kel)
W14'
IJw
1
F=1fi5 kal, F„mt)T kel
Jamb
Hollow Block (ASTM=I
134'
1-1/0
1W 410 SS Elco CleteFlanc3
All
Concrete term. 3.35 ke1)
1-04'
1.314'
2
Jamb
Hollow Block ASTM C90
134'
1-1W
All
Soothe. Pine (SG = 0.55)
1'
14/B'
F -127.4 k31, F,-1893 kol
3
012 Steel SMS (Or. 5)
A0
SPulhenl Pine (SO =0,66)
9/16'
1. w
All
6063-TSAIumNum
318-
1/8'
1) ALLANCHDR HEAD TYPES ARE APPUCABLE
2) MIN, OF 3 THREADS BEYOND METAL SUBSTRATE.
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICIWESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICRON.
CODES 7 STANDARDS USED.
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), STH EDITION
-ASTM E1300-09
oANSUMWA NDS2015 FOR WOOD CONSTRUCTION
oN-UMINUM DESIGN MANUAL, ADM4015
oa00 SIS1-12
oMSC350-t0
711W NOM.
rGLASS STACK
ass
0R 7116" LAMI NOM.
GLASS TYPE C, (PV137 ),
GLASS TYPE D.(PVB2)
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
GLASS STACK
WIW HS GI
1AP HS GLASS
1WAIRSPACE Nf".,
90'1V 1
R P2VBTERLAYER
3116'TP GLASS
1Q' GLASS
SITE
�a
"'a�R1O 13/16" LAMI IG NOM.
GLASS TYPE E
PVB7=.090'TROSIFOL® PVB BY KURARAY AMERICA, INC.
PVB2 =.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
vism
yG�"y "F11LW
AxWnee
F+o� ppk,nCeYN�
F) REORGANIZED SHEETSAND
UPDATED TO FBC 2017. ADDED
E TABLE A& ALUM. SUBSTRATE.-
= JR-04/10'17
TABLE 1'
DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES
XFRAME
WIDTH
XXFRAME
WIDTH
FRAME HEIGHT
a°-79314"
1 70.83W4"
1 87314"
913/4•
8°-96314"
30 3] 12"
5° 71 3/4
t75.01 -76.0
+76.0 L -715O
+75.0� -75.0
75.0 -75.0
76.0 -76.0
DESIGN PRESSURES FOR REINFORCED S10E LRES
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
6°-793/4'
1 70-83314•
1 873/4'
1 91W4'
1 80-9531V
27 &4'
+75.0
.75.0
-75.0
.75.0
+75.0 260
+75.0
-75.0
+75.0
-75.0
A
36IV
+75.0
-76.0
+75.0
-76.0
+71A -71A
.67.6
-67.6
+64.2
54.2
38 3/4'
+75.0
-75.0
+74.9
-74.9
+70.4 -70.4
66.8
58.6
+63.1
53.1
B, F 0 OR E
38 3l4'
+75.0
-75.0
+75.0
-75.0
+75.0 -75.0
+75.0
-75.0
+75.0
-75.0
FOR MAX. SIZES OF COMBIRED UNITS, SEE SHEETS 10-13.
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REOUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 82): 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=-751-75 PSF
SIDE LITE DESIGN PRESSURE=+751-75 PSF
OVERALL DESIGN PRESSURE =+75 /-75 PSF
EXAMPLE 3, (USING TABLES 3 84): 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=+47.21-47.2 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
TABLE3:
DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES
XFRAME
WIDTH
XXFRAME
WIDTH
FRAME HEIGHT
6°-793'4'
7°-83YC
8734'
913/4"
80-96
W4"
20 2517
40 47314"
468.6 .68.6
+6SA
415.4
+62.4 -52.4
+49.8 -498
.47.4
47A
27112"
513'4"
+64.9 .64.9
+51.8
51.8
+49.0 49.0
+465 -d66
+443
44.3
2912'
S5314"
+51.7 .57.7
+48A
48.8
+48.1 46.1
+438 -438
+4.6
41.6
20 3117
E0 59 3/4'
+49.0 .49.0
+46.2
462
+43.6 , 4 S
41.41 -41A
+39.3
39.3
2s 3312"
Sa 633'4"
.43.1 '43.1
+43.1
43.1
+41.51 41.5
+39.3 -39.3
+37.3
37.3
3612"
67 3'4"
+38.1 -W.1
+38.1
-38.1
+W.1 38.1
+37.5 .37.5
+35.6
45.6
30 37112-
80 71314"
-140 -34.0
+34.0
.34.0
+ZE01 -34.0
+34.0 -340
+340
.34.0
TABLE4:
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
I FRMIEHEIGHT
68-79W4-
70-83W4-
873/4'
913/4'
80-95 we
10 X4-
+75.0
-75.0
.75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75Z
12 14'
+75.0
.75.0
+750
-75.0
+75.0
-75.0
+75.0
-75.0
IV
+72A
-72.4
+65.0
.65.0
-61.9
-81.0
+59.0
.59.0
/, B, E D
ORE27
21 W4'
+645
.64.5
+57.8
57.8
+55.0
-55.0
+524
-524
W4'
+52.9
52.9
$-75.0-TS.0
+47.2
47.
+44.7
44.7
-42.6
4 .0
361/e•
+352
- 2
•35
35.2
+M2
45.2
.MA
3 A
36 W4-
.34.0
-34.0
+34A
.34.0
+34.0
-34.0
+34.0
-34.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 1OA3.
EXAMPLE 2, (USING TABLES 1 8 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68' WIDE X 85'HIGH DOUBLE DOOR WITH (2)36-12'X85-SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE=+751-75 PSF
SIDE LITE DESIGN PRESSURE=+70.4/-70.4 PSF
OVERALL DESIGN PRESSURE=+70.41-70.4 PSF
EXAMPLE 4, (USING TABLES 3 8 4): OXXO WITH GLASS TYPE B.
UNREINFORCED,
71-3/4' WIDE X 95-314' HIGH DOUBLE DOOR WITH (2) 36.3/4- X
95314' 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,
633/4- WIDE X 91.3/4' HIGH DOUBLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 /-75 PSF
NOTES FOR ALL CONFIGURA71ONS:
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 8 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 UTES (0), ONLY TABLE 21S
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 (118' A, .090 PVB, 3/16' HS)
B. 318' LAM] (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, 10 HS, .090 PVB, 3/16' HS)
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HEIGHT:
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3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
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79.75
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55.75
70.75
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2
6
4
4
3
6
4
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3
59.75
79.75
83.75
87.75
91.75
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5
5
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5
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4
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6
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63.75
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83.75
87.75
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HEIGHT
Design Pressure
Bee SMM 2, Teblo 1
NOTES:
1) SEE SHEET 1 FOR GLASS ANDANCHCR TYPE DESCRIP]IONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN.
O.C. FOR CONCRETE.I MIN. O C. FOR CMU):
JAMBS (ALLF. 13-1/4' MA). FROM CORNERS AND 2 lffi'MAX O.C.
HEAD & SILL OF DOORS: V MAX. FROM CORNERS, W MAX. FROM
ASTRAGAL CENTERS AND 20-7/B' MAX. O.C.
4) MR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SM.
5) FOR ANCHORAGE DETAILS SEE SHEET 14
EXAMPLE:
XX WITH GIASSTYPE A
63 4'WIDE X91�4• HIGH DOUBLEDOOR,
ANCHOR TYPE 3 INTO WOOD
13.OS DESIGN PRESSURE - -751-75 PSF,
O.C. S SEE EXAMPLE 6, SHEET 2 MR DP EXAMPLE
T MAX.
i 63 v
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
DOOR ANCHOR REQUIREMENTS MGM TABLE 6:
6 ANCHORS 0 EACH JAMB
5 ANCHORS EACH DOOR PANEL ® HEAD
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79.75
83.75
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91.75
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27.75
33.50
79.75
83.75
87.75
91.75
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5
3
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2
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4
5
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2
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6
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5
7
4
3
3
4
6
3
6
7
4
3
3
4
36A3
35.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
3
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4
6
4
5
6
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3
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7
5
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3
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4
7
5
6
7
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7
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6
7
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36.75
37.50
79.75
63.75
87.75
91.75
95.75
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4
5
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4
6
4
5
6
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5
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4
3
3
4
7
5
6
7
4
3
7
5
6
7
4
3
3
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ANCHOR QUANTITIES FOR THE DOORAND S1DE URIETO BE
DETERMINED INDEPENDENTLY.
Zane•
MAX
1_
MAX.
GO.
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1}v4•MAx
37-1W MAX DOOR
9-MAX
e'MAX
3 3
SHEET2 14,
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\ REINFORCEMENT
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M.OL /
M. DLO
L/4 / 4
DLO MAK OLO
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�HEADZONE
9•MAX. -
Design Pressure
Relnh w: See Sheet Z T4 es 1 & 2
Unminbrte6: See Sheol Z TeNes 384
1}1/4'MA1L
- T NOTES:
1) SEE SHEET I FOR GLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHTHANOED.
3) ANCHOR GUANTIVES ARE BASED ON SPACING AS
FOLL0WS(4• MIN. O.C. FOR CONCRETE, 4' MIN. OG
MAX FOR CMUj
FRAME JAMES(ALL1: 1}1W MAX FROM CORNERS AND
HEIGHT 23-1IB'MAXO.C.
HEAD 8 SILL OF DOORS: 6- MAY FROM CORNERS,
B• MAX. FROM ASTRAGAL CENTERS AND 2a7W
MAY O.C.
HEAD 851LL OF SIDE lffES: fi' MAX FROM
CORNERSANDZ4. MAX.O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLESI E.
5) FOR ANCHORAGE INSTA T(ON DETAILS SEE
SHEETS 14 & 15.
-4- MAC SIDE
LRE FRAME NOW
6) CONFIGURATIONS WHERE THE DOOR LOCKSTLE
ABUTS A SIDE LRE ARE NOTAVXIABLE WITH
-ABLE
REINFORCEMENT.
NFIGURATION
7) SIDE LITE OVERLAPS DOOR BY W4' ONCE
ASSEMBLED. '
NE
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EXAMPLE:
XO WITH GLASSTYPE B,
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ANCHOR TYPE 31NTO CONG
DOOR DESIGN PRESSURE • a751-75 PSF
io
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LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
(OX SIMILAR)
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @ DCORJAMB
3 ANCHORS @ DOOR PANEL ® HEAD
3 ANCHORS @ DOOR PANEL @ SILL
4 ANCHORS SIDE LITE JAMB
3 ANCHORS ® SIDE LRE HEAD
3 ANCHORS ® SIDE LRE 49 SILL
OSEE CIRCLED VALUES ONTABLES.
X-DENOTESANCHORLOCATON.
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ANCHOR CUMVINES FOR 1 HE MUOnIYV u
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NOTES:
TYP. ELEVATION OF OXO CONFIGURATION
(NOTAVAIIASUE WITH REINFORCEMENT)
EAD H
HEAD HEAD
20EAD ZONE-F- ZEAD
/
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LOAD ZONES FOR OXO CONFIGURATION
Design Pressure
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jUnMr*med:l Sae SNeetZTedea364
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR OUAMITIES ME BASED ON SPACING AS FOLLOWS
(P MIN.O.C. FDR CONCRETE, 4' MIN.O.G FOR CMU):
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FROM ASTRAGAL CENTERSW M0 FROM
MAX O.C.
HEAD MAX OF SIDE LITES:6'MAIL FROM CORNERS ANO
24314-MO.C.
4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AMIABLE
SUE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
14615.
6)CONFIGURATIONS WHERE THE DOOR LOCRSTILE ABUTSA
S1DE LIFE ARE NOT AVAILABLE WITH REINFORCEMENT.
7) SIDE Lin OVERLAPS DOOR BY WV ONCE ASSEMBLED.
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ANCHOR QUANTITIES FOR THE DOORAND SIDE LITE TO BE
DETERMINEDINDEPENOEN Y.
21W
MAN. O.C.
6'
2 70 MAX. O.C. yI IIIMA%.
243�4'MA%.(LC.
/
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SEETABLES id,
SHEET2FOET2FOR
RENFORCEMENI'
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TYP. ELEVATION OF OXXO CONFIGURATION
I ZONE'E'-�
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LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
Rembr , I Sx Sheet 2, Te es 1 & 2
Unr nbrted: I See Sheet 2, TaN06 3 E 4
NOTES:
1) SEE SHEET 1 FOR CLASS AND ANCHOR
TYPE DESCRIPTIONS.
ip• 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
AE 3) ANCHOR OUANTITIES ARE BASED ON
SPACING AS FOLLOWS (4' MIN. O.C. FOR
CONCRETE, P MIN. O.C. FOR CMU):
.LAMBS (ALLY. 13.114' MAX FROM
CORNERSANDIZ 9WMAXO.C.
HEAD & SILL OF DOORS: V MAX. FROM
CORNERS, W MAX FROM ASTRAGAL
CENTERS AND 20.7IB' MAX O.O
HEA
D & SILL B' OF SIDE LITES: MA)I.
FROM CORNERS ANO 263�4' MPXO.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 16 & 15.
6) CONFIGURATIONS WHERE THE DOOR
LCCXSTLE ABUTS A SIDE LITE ME NOT
AVAILABLE WOH REINFORCEMENT.
7) S1DE LITE OVERLAPS DOOR BY 3N'ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71a/ WIDEX 95314-HIGH DOUBLE DOOR
WITH(2)363/ X 95�4'6IDE LTTES,
ANCHOR TYPE 2INTO CONCRETE,
DESIGN PRESSURE - -34 J 3 PSF,
SEE EXAMPLE 4, SHEET FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11
4 ANCHORS O EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL ® HEAD
SANCHORS EACH DOOR PANEL ® SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE BB SILL
OSEE CIRCLED VALUES ON TABLE 11.
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EMBEDMENT
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EDGEDISTANCE
DOOR JAMB (WOOD)
DOOR SILL (WOOD)
DOOR HEAD (CONC)
DOOR JAMB (CONC)
TABLE a SHEET 1
A, sxEEr I
�--�— EDGE DISTANCE
DOOR SILL (CONC)
MA%
DOOR HEAD (ALUMINUM)
A. SH=I
DOOR JAMB (ALUMINUM)
DOOR SILL (ALUMINUM)
SHIM
I. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 111T THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112'
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AH. ).
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, 301 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 8 EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1.. (ALL HEAD S SILL SECTIONS)
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SIDE LITE JAMB (WOOD)
SIDE LITE SILL (WOOD)
SEE TABLE
EDGE DISTANCE
IISTANCE A, SHEER
DGE DISTANCE
EMBEDMENTSEETABLE
A,SHEETI
1XWOOD
1W MAX SHIMC
4[A.
SHIM BUCK
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4
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SIDE LITE JAMB (CONC)
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SEETABLE
A, SHEET
EMBEDMENT
EDGE DISTAN
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SIDE LITE HEAD (ALUMINUM)
SIDE LITE JAMB (ALUMINUM)
TASLEA.SHEETI
EDGE DISTANCE —1-��-
SIDE LITE SILL (ALUMINUM)
SHIM
1. WOOD BUCKS DEPICTEDAS ix ARE LESS THAN 1 1/2' THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 11/2'
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. aE)(TERIOR INTERIOR*
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
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