HomeMy WebLinkAboutPOA FD101M IAM I•MIAMI-DADE COUNTY
9 DADE 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 French Doors w/wo Sidelites— L.M.I.
APPROVAL DOCUMENT: 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 06/08/16, 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 Table 1, require full length reinforcements (item 922) for OX, XO, XXO, OXX, OXO and OXXO. The
lower design pressure from X, XX door or O (sidelite) shall control.
2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side.
3. /4" Elco Ultracon (former Tapcon) to be 4"OC into Cone. and 6" into CMU (jambs).
4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
5. Applicable Egress requirement to be reviewed by Building official.
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 #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAM4DADE COUNTY
NOA No. 16-0629.17
Expiration Date: October 18, 2017
Approval Date: July 21, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 06/08/16, 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.
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 (51 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).
\C,ti, ,I.U,uA_
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 16-0629.17
Expiration Date: October 18, 2017
Approval Date: July 21, 2016
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(5`h 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 915-0528.24, 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.
shaq I. Chanda, P.E.
Product Control Examiner
NOA No. 16-0629.17
Expiration Date: October 18, 2017
Approval Date: July 21, 2016
E-2
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) •ASTM E1300-09
- •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION
/RODUC f RE
1.
GLAZING OPTIONS: *ALUMINUM DESIGN MANUAL, ADM -2010
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A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-S100-07/S2-2010
ask
A( -CC Z17-/7
SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
17
B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
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MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
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C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
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MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
NOA DRAWING MAP
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E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB
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INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
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2.
TOPIC SHEET
DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2.
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A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES ..... 1
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B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS..........1
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CONFIGURATIONS: X_, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. GLAZING DETAILS.........,. 1
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4.
ANCHORAGE: THEM 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2
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SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS .................... 3
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REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. SECTIONS ............. 4
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SHUTTERS ARE NOT REQUIRED. HORIZ. SECTIONS ........... 5
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6.
SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST ...................... 6
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7.
REFERENCES: EXTRUSIONS ................... 6,7
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TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE ....................8-10
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DESIGN MANUAL.
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8.
THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITYo
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HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS
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9.
CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. = ANNEALED
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A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED
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TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
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93 93 91
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30 30 30
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73 1/2" GLASS BITE 73 1/2" GLASS BITE 74 1/2" GLASS BITE
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EXTERIOR EXTERIOR EXTERIOR
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1/8" AN. OR 3/16" AN. OR 1/4" AIRSPACE
3/16" HS.
HS. GLASS~ HS. GLASS
3/16" HS. 3/16" HS.GLASS
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3/16" TP. GLASS
PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS
.090
(DUPONT BUTACITE OR (DUPONT BUTACITE OR
1/8" HS. GLASS
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SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER
MAXIMUM) MAXIMUM) (DUPONT BUTACITE)
3/8" NOM. 7/16" NOM. 13/16" NOM.
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3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM.
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1
—
A. LNNN MILLER
P.E.
P.E.# 58705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO
(FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH XX WIDTH 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 913/4" 8° - 95 3/4"
30 371/2" 60 71 3/4" +75.0 -75.0 1 +75.0 -75.0 1 +75.0 -75.0 1 +75.0 -75.0 1 +75.0 -75.0
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A
27 3/4" +75.0 1-75.01+75.01-75.01+75.01-75.01+75.01 -75.01+75.01-75.0
361/8" +75.0 -75.01+75.01-75.01+71.41 -71.41+67.61 -67.61+64.21 -64.2
36 3/4" +75.0 -75.0 1 +74.9 -74.9 1 +70.4 -70.4 1 +66.6 -66.6 +63.1 -63.1
WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E
36 3/4" +75.0 -75.0 +75.0 -75.0 1 +75.0-75.0 1 +75.0 -75.0 1 +75.0 1 -75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/ SIDE LITES ONLY
APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH
XX WIDTH
68-793/4"
70-83314"
87 3/4"
913/4"
80 - 95 3/4"
20 25 1/2"
40 47 3/4"
+58.6
-58.6
+55.4
-55.4
+52.4
-52.4
+49.8
-49.8
+47.4
-47.4
27 1/2"
51 3/4"
+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
26 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
-43.11+41.51
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
-41.51+39.31
-39.3
+37.3
-37.3
35 1/2"
67 3/4"
+38.1
-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
-34.01+34.01
-34.01+34.01
-34.0
+34.0
-34.0
EX. A FROM TABLE 1.
O WIDTH
GLASS TYPES A B, C, D OR E
10 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
?
12 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
SINGLE
19"
+72.4
-72.4
+68.5
-68.5
+65.0
-65.0
+61.9
-61.9
+59.0
-59.0
SIDE LITE
21 3/4"
+64.5
-64.5
+61.0
-61.0
+57.8
-57.8
+55.0
-55.0
+52.4
-52.4
27 3/4"
+52.9
-52.9
+49.9
-49.9
1 +47.2
-47.2
1 +44.7
-44.7
+42.6
-42.6
361/8"
+35.2
-35.2
+35.2
-35.2
+35.2
-35.2
+35.2
-35.2
+34.4
-34.4
36 3/4"
+34.0
-34.01+34.01
-34.01+34.01
-34.01+34.01
DESIGN PRESSURE = +43.6 / -43.6 PSF
-34.0
+34.0
-34.0
NOTES: PRODUc r RFvj6Ee)
Comply1. GLASS TYPES: i wingC � �n�: " ,;yam
Acer, No 16-662q.E-7
A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) MR-
B.
R B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) R
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)
2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
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MAX. OX/XO WIDTH = 73 1/2"
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MAX. OXO WIDTH = 109 1/2"
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MAX. XXO/OXX WIDTH = 107 3/4"
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MAX. OXXO WIDTH = 143 3/4"
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3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8"
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WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
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FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
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4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
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5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
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EX. A FROM TABLE 1.
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OXO WITH GLASS TYPE A
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30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
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DESIGN PRESSURE = +67.6 / -67.6 PSF
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EX. B FROM TABLE 1.
of of
OXXO WITH GLASS TYPE A
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68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES
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DESIGN PRESSURE = +70.4 / -70.4 PSF
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EX. C FROM TABLE 2.
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30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE = +43.6 / -43.6 PSF
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EX. D FROM TABLE 2.
OXXO WITH GLASS TYPE C
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63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES
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DESIGN PRESSURE =+43.1 /-43.1 PSF
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6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
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REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT
DETAIL.
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A. LYNN MILLER, P.E.
P.E.# 58706
73 1/2" MAX.
36 3/4"
109 1/2" MAX.
36 3/4"_I—SEE NOTE 3 ��36 3/4" �
143 3/4" MAX.
36 3/4" SEE NOTE 3--��
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MAX.
MAX.
MAX.
MAX.
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SEE NOTE 4 ��
`SEE NOTE 4
SEE NOTE 4—� `SEE NOTE 4
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SEE NOTE 4 OR XO
OXO
OXXO 41
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37 1/2"
71 3/4" MAX.
24 9/16" MAX.
36 3/4"
MAX.
33 5/8" MAX.
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MAX,
DLO (TYP)
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95 3/4"
49 MAX.
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103 TYP.
95 3/4"
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MAX.
843/8" 103 (TYP.)
84 3/8"
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MAX.
DLO
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(TYP.) DOOR
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DLO HEIGHT = HEIGHT -11 3/8"
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40"
DLO WIDTH'X' =DOOR WIDTH -12 15/16"
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�F DLO WIDTH 'XX' =DOOR WIDTH/2 -11 5/16"
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SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8"
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AXX
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DLO WIDTH = WIDTH -3 1/8"
X
41
NOTES:
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
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2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAP'X' AND'XX' DOORS BY
3/4" WHEN ASSEMBLED TO MAKE'XO', 'OX', 'OXO''XXO', 'OXX' AND'OXXO'
CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY
SHEET 2).
5. CLEAR OPENING FOR'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646)
('XX' DOOR = DOOR WIDTH/2 4.079)
A. LYNN MILLER, P.E.
P.E.# 58705
3
'PRODUC 6 REVISED.
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P.E.# 58705
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HORIZ_ (SINGLE SIDE LITE)
A. LYNN MILLER, P.E.
P.E.# 58705
ITEMDWG#
PGT#
DESCRIPTION
1 1943B
Kommeriing 4SG TPS Spacer System
160411
FRAME HEAD
2
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
3
7070
67070K
BULB WEATHERSTRIP .187 X.300 HIGH
4
955
7955X
FLUSHBOLTSTRIKEPLATE
5
938
7938X
2 PT. LOCK STRIKEPLATE
6
956
7956A
FRAME 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 T -SLOT (AMSBURY#32011)
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER .065 (INHOUSE INJECTION MOLDED)
15
11002A
411002A
ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
16
11003A
411003A
ACETAL SPACER .140 (INHOUSE INJECTION MOLDED)
20
915D
60380
FRAME JAMB (OUTSWING)
21
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
22
6608
66608M
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23
1140
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#8 X 1.500 PH SQ A T/S
24
1048
71048
JAMB SCREW COVER CAP
25
930
41721N
STRIKE PLATE INSERT
26
1118
710X34PFA
#10 X.750 PH. FL. SMS
27
7070
67070K
BULB WEATHERSTRIP .187 X,300 HIGH
30
910D
6910
DOOR PANEL, TOP & BOTTOM RAIL
31
911E
6911
DOOR PANEL, SIDE RAIL
32
917
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HINGE EXTRUSION
33
1178
71058FP W,B
#10 X.625 PH. FL. SMS
34
913A
60378M
TRUSS CLAMP
35
1130
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5/16-18 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
#6 X.500 PH FL SMS TYPE BDS
43
1212
7P30GG
SILL DUST PLUG (INACTIVE PNL)
44
983B
6983
DOOR PANEL ASTRAGAL i (OUTSWING)
45
984B
6984
DOOR PANEL ASTRAGAL 2(OUTSWING)
46
1213
60200K
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47
929
74UBLOK
LOCK SUPPORT ASSY. (41707 & 41708)
48
11139
17634F
#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
DEADBOLT STRIKE PLATE
53
1118
710)04PFA
#10 X.750 PH FL. SMS
54
957
70957X
HANDLE STRIKE PLATE
55
1118
710X34PFA
#10 X.750 PH FL. SMS
60
920D
6920D
SIDELITE HEADER
61
921D
6921
SIDELITE SILL
62
9168
60381
SIDELITE JAMB
63
1155
1781PQA
#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 ISETTIING
BLOCK, 3/32" X 1/4" X 1" W/PSA
71
71267K
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72
4222A
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73
988
6988
BEAD, 3/8"
92
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BEAD, INTERIOR
93
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94
GLAZING SILICONE, DOW
899,983 OR EQUIVALENT
95
GLASS, 3/8" LAMI - 1/8" A,
.90 PVB, 3/16" HS
96
GLASS,
3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS
97
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98
GLASS,
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HS, .90 PVB, 3/16" HS
102
11006A
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SPACER .295 (INHOUSE INJECTION MOULDED)
103 OFF -THE SHELF
DEAD BOLT LOCK
STRUCTURAL 1/4" NOM.
POLYISOBUTYLEN
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GLASS
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83
GLASS
Part #
REINFORCEMENT POLYISO-
Material
BUTYLENE
Kommeriing 4SG TPS Spacer System
5/16" NOM. SEAL
BUTYL &
Quanex Super Spacer nXr With Hot Melt Butyl
DESICCANT
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Part #
Description
Material
80
Kommeriing 4SG TPS Spacer System
®
81
Quanex Super Spacer nXr With Hot Melt Butyl
See this
Sheet for
82
Quanex Duraseal Spacer
Materials
83
Cardinal )L Edge Spacer
Q
REFERENCE TES I KEPOKI S: F I L-6/1 /, 69bb & 69/U
ITEMS # 17-19,28,29,56-59,68,69,74-79,84-91 &99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
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P.E.# 58705
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= ANCHOR LOCATION FOR
WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT
EXAMPLE ABOVE
NOTES:
1. APPROVED ANCHOR TYPES ARE:
1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS
`� /6
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE,
6" MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
d
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.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
A. LYNN MILLER, P.E.
P.E.# 58705
APPROVED ANCHOR TYPES:
TABLE 3. X
DOORS
TABLE 4. XX
DOORS
TABLE 5.0
SIDE
LITE
TABLE 6.
XO &
OX
TABLE 7.0X0,
XXO,
OXX
1. 1/4" ELCO TAPCONS
2. 1/4" ELCO SS4 CRETE-FLEX
MASONRY ANCHORS
GLASS TYPES
ANCHOR TYPE
& SUBSTRATE
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A. LYNN MILLER, P.E.
P.E.# 58705
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2X WOOD �1 3/4" 1 3/4" 2X WOOD �_ 1 3/4"
MIN E.DyI MIN E.D. 3.4 KSI MIN. CONIC. Mlfy E,D y �1 3/4" MIN. E.D.
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NOTES:
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4
CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE
#12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2).
2. 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).
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3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 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.
A. LYNN MILLER, P.E.
P.E.# 58705