HomeMy WebLinkAboutNOA - FRENCH DOOR - SIDELITE - TRANSOMMIAM I•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTAN _r-n
PGT Industries, Inc.r-
1070Technology Drive Nov 2 ® 2dla
North Venice, Fl. 34275
MIAMI•-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street; Room 208
T (786) 315 2590 F (786) 315-2599
www.miamidade.gov/economy
SCANNED
BY
SCOPE:St Lucie Count
J�4u��ItHanrT�regulations itting This NOA is being issued under 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 AM
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-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/ TR", sheets I
through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, 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
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise 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 No. 16-0126.04and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P. E.
MlAMI•DAQE C0t1NTY NOA NO. 17-0504.05
• • o ► / Expiration Date: January 23, 2019
Approval Date: December 14, 2017
( Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
J.. Manufacturer's die drawings and sections.
(Submitted under NOA No.13-0815.03)
2.- Drawing No. NID-555.1, titled "Vinyl French Door and SLT/IW', sheets 1 through 12
of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5570/FD-
2770 PVC double entrance outswing doors, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by
Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
2. Test reports 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC double entrance outswing doors, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by
Idalmis Ortega, F.E.
(Submitted under previous NOA No.16-0126.04)
3. 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 a Series FD-5555/FD-
7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0126.04)
r m
Manuel , P.E.
Product Contr 1 Ex finer
NOA No. 17- 504:05
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED
B. TESTS (coNTLvuED)
4. Test reports 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
along with marked -up drawings and installation diagram of an outswing PVC French
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370,
dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No.13-0815.03)
5. 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 an outswing Rigid PVC
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No.13-0815.03)
6. Test reports 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
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated
05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
7. 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 a Rigid PVC fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No.15-0409.03)
2. Glazing complies with ASTM E1300-09
Manuel Perez
Product Control Ex mine
NOA No. 17- .05
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE .
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. for their
"Trosifol® Ultraclear,-Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18
3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their j
"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,
expiring on 09/30/19.
(Submitted under NOA No.15-0409.03)
4. Notice of Acceptance'No. 14-0820.12 issued to Vision Extrusions Limited for .hair
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
for Windows and Doors", dated 11/06/14, expiring on 09/30/19.
(Submitted under NOA No.15-0409.03)
5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19.
(Submitted under NOA No. 15-0409.03)
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their
series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors"
dated 01/23/14, expiring on 01/23/19.
(Submitted under NOA No. 15-0409.03)
7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions fir
Windows and Doors" dated 12/29/11, expiring on 12/29/16.
(Submitted under previous NOA No.15-0409.03)
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU -in/ hr.-ftz-'F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass.
(Submitted under NOA No.13-0815.03)
9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -
in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Pemaeance-Pass,
ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20j F
in 48 hrs.
(Submitted under NOA No.13-0815.03)
Manuel er , P.E.
Product Cont r 1 Ex iner
NOA N - 504.65
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E-3
i
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No.13-0815.03)
11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program.
(Submitted under NOA No.13-0815.03)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6'
Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn
Miller, P:E.
2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338
and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and
05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
G. OTBERS
1. Notice of Acceptance No. 16-0126.04, issued to PGT Industries, Inc. for their Series
"FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved
on 05/05/16 and expiring on 01/23/19.
Manuel Per z, P. .
Product Control E. aT) er
NOA No. 17-0504.05
Expiration Date: January 23, 2019
Approval 'Date: December 14, 2017
E - 4
SERIES FD-5555,
IMPACT -RESISTANT VINYL REINFORCED, OUTSWING
FRENCH DOOR & SIDELITE/TRANSOM (SLTrFR)
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF
NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN.
PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4' SHIM SPACE FOR GROUT WHICH 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, COMPLYING WITH THE FBC.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
7) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDEUTE OR TRANSOM.
8) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO ,
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
(INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE.
10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. O R VISION
EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
12) REFERENCES:
TEST REPORTS: FTL-7339, 7371. 8715. 8716 & 8717
NOA'S: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR
VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND
BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA
13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES.
Materiel
Min. F.
Min F.
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Scrag
90 ksi
110 ksi
Elco Aggret-latol®
57 ksl
96 ksi
Elco UCraCorO
155 ksi
177 ksi
410 SS Elco Cle1eRex8
127.4 ksi
189.7 ksi
6083•TS AIulnimlm
18 ksi
22 ksi
A36 Steel1
36 ksi
58 ksi
Gr. 33 Steel Stud
1 33 ksi
45 ksi
GUIDE TO SHEETS:
GENERAL NOTES ...........................1
ELEVATIONS ................................... 2
GLAZING DETAILS ..........................3
DESIGN PRESSURES .....................45
ANCHORS........................................ 4-6
INSTALLATION ................................ 7-9
EXTRUSION PROFILES .................. 10
PARTS LIST ..................................... 11-12
CORNER DETAILS .......................... 11
HARDWARE DETAILS ..................... 12
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 4 & 5 MISSILE IMPACT RESISTANCE
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
3MS" Elco Ultracon
Ungrouted CMU, (ASTM C-90)
1"
1-1/4'
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-114'
#10 Steel SMS (G5)
#10 410 S.S. SMS
#10 18-8 S.S. SMS
P.T. Southern Pine (SG=0.55)
1/2"
1-3/8"
Aluminum, 6063-T5•
5116"
0.063"
Steel, A36"
-5116"
0.063"
Steel Stud, A653 Gr. 33'
5116"
0.063"
B
3116" Elco Ultracon
P.T. Southern Pine (SG=0.55)
1/2'
1-3/8"
Grouted CMU, (ASTM C-90)
2-1/2"
2-1/4'
Concrete (min. 2.85 ksi)
1"
1-3/8"
1/4" Elco Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4'
#12 Steel SMS (G5)
#12 410 S.S. SMS
#12 18-8 S.S. SMS
P.T. Southern Pine (SG=0.65)
9/16"
13/8"
Aluminum, 6D63-T5"
3/8"
0.071"
Steel, A36'
318'
0.071"
Steel Stud, A653 Gr. 33'
3/8"
0.071" (14 Ga)
C
114' Elco Ultracon
P.T. Southern Pine (SG=0.55)
1'
1318"
Grouted CMU, (ASTM C-90)
2-1/2'
1314"
Concrete (min. 2.85 ksi)
1'
13/8"
1/4' Elco 410 S.S. CreteFlex
Concrete (min. 3.35 ksi)
1'
13/4'
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
1/4" Elco 18-8 S.S. Aggro Gator
P.T. Southern Pine (SG=0.55)
1'
13/8'
Concrete (min. 3.27 ksi)
1-1/2"
13/8'
Ungrouted CMU, (ASTM C-90)
4"
1-1/4"
V4" Elco Ultracon
Concrete (min. 2.85 ksl)
2-1/2'
13/8'
D
1/4" Elco410 S.S. CreteFlex
Concrete (min. 3.35 ksi)
2-1/2'
13/4"
MIN. OF 3 I HKtAUJ t1C7UI4U I HC MC I AL bUrsb I"I e.
TARI F 9-
Type
Description
Where Used:
1
13/16' Lami. IG (1/8' T-11/16" Air-1/8" ANN - A90" PVB -1/8' ANN)
Door
2
13/16' Lami. IG (3/16" T - 5/8" Air-1/8' ANN - .09(r PVB -1/8" ANN)
Door
3
1-3/16" Lami. IG (118" T- 9/16' Air - 3/16" ANN - .090" SG - 3/16" ANN)
Sidelde/Ttansom
4
1-3/16' Lami. IG (3/16' T -1/2' Air- 3/16' ANN - .090" SG - 3116" ANN)
Sidelite/Transom
5
13/16" Lami. IG (118" T - 9/16" Air - 3/16" ANN - .090' PVB - 3/16" ANN)
Sideliterrransom
6
13/16" Lami. IG (3/16" T -1/2" Air- 3/16' ANN - .090" PVB - 3/16" ANN)
Sideliteamnsom -
7
7/16" Lami. (3/16- ANN - .090" PVB - 3/16" ANN)
Door/Sidelite/Transom
'ANN'=ANNEALED
'T' = TEMPERED
"PVB" =.ON" TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC.
'SG' = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC.
SEE SHEET 3 FOR SPACER INFORMATION.
CODES/STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E130D-09
•ANSI/AF&PA NDS2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
�AISI S100-12
*AISC 360-10
PRODUCr11LVIM
ac ceamplyily with tho Fhwift
Building Code
Acteptwc No I7 D5p4
C) UPDATED TO FBC 2017,
- ADDED SPACER DWGS.,
a REVISED #22 - JR - 04/10117
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A. LYNN MILLER, P.E.
P.E#58705
37-911 W
MAX. SLAB
WIDTH
/ 93.7/8•
MAX SLAB
HEIGHT
TYP. DOOR SLAB
383/4°
( MAX.
)
I M
96" %
MAX.
HEIGHT
(ALL DOOR
CONFIGS.)
X
DETAIL
HEET#
40"
MAX
1°M.LL(X2) TYP� .
OI)(XIO
(WIDE STILES AND WIDE
RAILS SHOWN ON SIDELITES)
1
N
HE
ORI
i 76° MAX. �{
30.8 FP MAX - 30.8 FT' MAX.
SEE SIZE RANGES FROM SEE SIZE RANGES FROM
TABLE 8 & 9, SHEET 5 TABLE 8 8 9, SHEET 5
98.7/8°
MAX.
DLO
1•
ix.
OHT
//IDTH
111'
MAX
HEIGHT
OR WIDTH
EXAMPLE CONFIGURATIONS
40"
MAX.
383/4"
�(�TYP. I(� MAX,
\� { — 1" MULL
/flil'//
40'
3MAXn MAX.
1°MULL 1" MULL
OIX (SHOWN) OR NO ONO
O
MDE STILES AND WIDE RAILS (NARROW STILES AND WIDE
SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)
40• MAX 38314°
HORIZONTAL MAX.
MULLION
LENGTH 11 1 1 1
ao•
MAX.
TYP.
(-- 1"MULL
96' MAX.
VERTICAL
MULLION
LENGTH
SINGLE O SINGLE O
(WIDE STILES AND WIDE (NARROW STILES AND NARROW
RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)
NOTES:
1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1° FRENCH DOOR MULLIONS PERTHIS NOA-
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA.
4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS -MAY BE MIXED WITHIN THE SAME SLTTTR OR MULLED ASSEMBLY.
6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS.
OIO (MAXIMUM OF 2
MULLED SIDELITES)
(WIDE STILES AND NARROW STILES AND NARROW
RAILS SHOWN ON SIDELITES)
O/O WITH
HORIZONTAL.
MULLION
WADE STILES AND
AND
WIDE RAILS SHOWN
ON SIDELITE 8
TRANSOM)
1
1"MULL
O/X WITH
HORIZONTAL
MULLION
(NARROW STILES
AND NARROW
RAILS SHOWN ON
TRANSOM)
m C) NO CHANGES THIS SHEE'--:
JR - 04/10/17
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A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS
GLASS STACK 55//166' LAMIINAKED GLASS STACK —..{�_ 5116' LAMINATED GLASS STACK---��}II f— 7H6" LAMINATED
L'
ffff I I GLASS STACK r GLASS STACK SILICONE
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POLYISOBUTYLENE
1/B"ANN ALED GLASS 1/8"AN EALED GLASS 3/1WAN EALED GLASS WITH DESICCANT
1/8"TEMPERED GLASS 3/16' TEMPERED GLASS,,1/8"TEMPERED GLASS KODISPACE - PRODucT xEvl�rn
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INT. GLASS Mean �¢��
37 38 39 40 42 37 38 39 40 42 37 38 39 40 _ 42 ii
41 41 41
GLASS TYPE 2 GLASS TYPE 3 HOT -MELT BUM y C) ADDED SPACER DRAWINGS
GLASS TYPE 1 USED IN DOOR ONLY TYP. WIDE FRAME GLAZING STRUCTURAL JR-04110/17
USED IN DOOR ONLY SILICONE
DETAIL, NARROW FRAME SIMILAR FOAM 3/16" NOM.
WITH U
13116" NOM. - 13/16" NOM. 1-3/16' NOM. DESICCANT u1
GLASS STACK 7/16" LAMINATED GLASS STACK —��� ►��� 7/16' LAMINATED GLASS STACK 7116' LAMINATED EXT. GLASS 38 SUPER
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iF GLASS STACK D "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. .i Z
"SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. INT. U.
GLASS 'i Z o
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& SIDELITERRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
A. LYNN MILLER. P.E.
— — _ __ _ __ P.E.#68705
SINGLE DOOR
DOUBLE DOOR
INSTALLATION
INSTALLATION
W
ON
4' MAX.
4" MAX
ASTRAGAL
_ CLUSTER _
n"MM}AX.
CBETE
BETT REN
HINGESHINGES
12" O.C.
SEEI
NOTE 1 I
// I
CENTS
@ LOCK
CENTERED
BETWEEN
BETWEEN HINGESHINGES
I
L
9" MAX.
1MAX
MAX
AN OR REQUIREMENTS
ANCHOR REQUIREMENTS
SAME AS HEAD
SAME AS HEAD
X
(USING ASTRAGAL) ASTRAGAL)
9.1/2" 9
MAX. r
�I I
I I
RED �
'
I I /
I I
SEES I
NOTE 11 I
I �_
RED I 1
I I
I I
I I
10-12' L
MAX.
SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
MULLION INSTALLATION MULLION INSTALLATION
0 0 (XIO, OIX, XJX, OIXIO, XIoIX, OIXXIO, ETC)
4" O.C. MIN.,
SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER
THIS SHEET, �\ DETAILBELOW '�� DETAIL BELOW
FOR QUANTITY, i /' �I i ,/ �I
SEE TABLE I, 1 ATTACH DOORS AND 1
SHEET FOR SIDELITES70THE r
TYPE �� MULLION AS PER
-� THE INSTRUCTION �I
I OF THE INDIVIDUAL
_ I DOOR OR SIDELITE
I `
96" MAX
I
I TA VERTICAL MULLION / MULLION
// LENGTH IN
VERTICAL
DESIGN PRESSURE I I APPLICATIONS
SEE i +/d0.0 PSF I I
I NOTE 1
-I jSIDELr.rE
SIDELITE SIDELITE DOOR
J
MAX.
6'
4° O.C. MIN.-r
X & XX Door. Design Pressure
+/S0.0 PSF
Glass Type 1
+1-70.0 PSF
Glass Types 2 & 7
XX Door. Astragal Cluster Anchors Required
@Head&Slll '
Door Width (in)
48
60
72
76
E
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4
5
4
5
4
4
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4
5
4
6
4
6
5
4
TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O
MULLION ATTACHMENT& INSTALLATION
ATTACH DOORS, � -
SIDELITESB
TRANSOMS T07HE
MULLION AS PER / 1'MULDUAL LION
THE INSTRUCTION
OF THE I PRODUCT T�-/� HORIZONTAL
MAX• MULLION
TABLE 7:
HORIZONTAL MULLION
DESIGN PRESSURE
+1-70.0 PSF
I I.
� 1 APPucanoNs
I 8M1/2
C• � ALWAYS REQUIRE
/ TWO (2)ANCHORS
(TYPE A-D) AT EACH
MULLION END.
I I 411' MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS.
I I TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL
STRUCTURE OR DADE-APPROVED MULLION BETWEEN
TRANSOM AND DOORISIDELITE.
SIDE- II - SIDE-
LfiE LITE
10R REQUIREMENTS ANCHOR REQUIREMEN'
SAME AS HEAD SAME AS HEAD
- -- MAX.-
\`� .1"MULLION 6
MAX
T �4'O.C. MIN. 4"O.C.MIN.
II
rSEE TABLE 6,
1 THIS SHEET,
FOR ANCHOR
QUANTITY, SEE
TABLE 1, SHEET
1 FOR TYPE
� SIDE-
LITE
Anchors Requfredfor a Ver5cal Motion (each mullion end)
- Door orSMelaeRransom Width (In)
12 24 32 33-3/4 40
Mulla. ion A
m ❑ m ❑ ❑ m' ❑ ❑ � m 1.1K
HCm) Ee � s? P $ � 'e � 'e � 'e � 'e � e ❑m`o au<❑G❑
Door WA 2 1 2 2 1 3 2 1 WA WA WA
SLT/iR 80 1 2 1 2 2 1 3 2 1 3 2 1
Door 2 1 3 3 2 WA WA WA
SL77iR 1 2 1 3 2 1 3 3 2 3 3 2
1' MULLION
� 4' O.C. MIN.
1
� SEE TABLE 6,
� THIS SHEET,
FOR ANCHOR
i QUANTITY, SEE
TABLE 1, SHEET
1 FORTYPE
FOR
'O1XOqO"
AND SIMILAR
CONFIGURATIONS
CONTAINING A
DOUBLE DOOR
(XX), USE
ONLY HALF OF
THE FRAME
WIDTH OF THE
DOUBLE DOOR
WHEN USING
THIS TABLE.
Fhmiah
INSTRUCTIONS:
1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS..SEE TABLE 1, SHEET 1, FOR
ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH
HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3116" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN ")qO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY,
NOTES:
1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS.
3) MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NO0.
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOELRElIRIWSOM OR MULLED ASSEMBLY.
6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
PRODUCT REVISED
as wmplYlnB widtt§is
Buildmg Code
P)?•D56d
FIR
O CHANGES THIS SHEE.
TABLE 7:
HORIZONTAL MULLION
DESIGN PRESSURE
+1-70.0 PSF
I I.
� 1 APPucanoNs
I 8M1/2
C• � ALWAYS REQUIRE
/ TWO (2)ANCHORS
(TYPE A-D) AT EACH
MULLION END.
I I 411' MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS.
I I TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL
STRUCTURE OR DADE-APPROVED MULLION BETWEEN
TRANSOM AND DOORISIDELITE.
SIDE- II - SIDE-
LfiE LITE
10R REQUIREMENTS ANCHOR REQUIREMEN'
SAME AS HEAD SAME AS HEAD
- -- MAX.-
\`� .1"MULLION 6
MAX
T �4'O.C. MIN. 4"O.C.MIN.
II
rSEE TABLE 6,
1 THIS SHEET,
FOR ANCHOR
QUANTITY, SEE
TABLE 1, SHEET
1 FOR TYPE
� SIDE-
LITE
Anchors Requfredfor a Ver5cal Motion (each mullion end)
- Door orSMelaeRransom Width (In)
12 24 32 33-3/4 40
Mulla. ion A
m ❑ m ❑ ❑ m' ❑ ❑ � m 1.1K
HCm) Ee � s? P $ � 'e � 'e � 'e � 'e � e ❑m`o au<❑G❑
Door WA 2 1 2 2 1 3 2 1 WA WA WA
SLT/iR 80 1 2 1 2 2 1 3 2 1 3 2 1
Door 2 1 3 3 2 WA WA WA
SL77iR 1 2 1 3 2 1 3 3 2 3 3 2
1' MULLION
� 4' O.C. MIN.
1
� SEE TABLE 6,
� THIS SHEET,
FOR ANCHOR
i QUANTITY, SEE
TABLE 1, SHEET
1 FORTYPE
FOR
'O1XOqO"
AND SIMILAR
CONFIGURATIONS
CONTAINING A
DOUBLE DOOR
(XX), USE
ONLY HALF OF
THE FRAME
WIDTH OF THE
DOUBLE DOOR
WHEN USING
THIS TABLE.
Fhmiah
INSTRUCTIONS:
1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS..SEE TABLE 1, SHEET 1, FOR
ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH
HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3116" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN ")qO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY,
NOTES:
1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS.
3) MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NO0.
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOELRElIRIWSOM OR MULLED ASSEMBLY.
6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
PRODUCT REVISED
as wmplYlnB widtt§is
Buildmg Code
P)?•D56d
FIR
O CHANGES THIS SHEE.
1' MULLION
� 4' O.C. MIN.
1
� SEE TABLE 6,
� THIS SHEET,
FOR ANCHOR
i QUANTITY, SEE
TABLE 1, SHEET
1 FORTYPE
FOR
'O1XOqO"
AND SIMILAR
CONFIGURATIONS
CONTAINING A
DOUBLE DOOR
(XX), USE
ONLY HALF OF
THE FRAME
WIDTH OF THE
DOUBLE DOOR
WHEN USING
THIS TABLE.
Fhmiah
INSTRUCTIONS:
1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS..SEE TABLE 1, SHEET 1, FOR
ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH
HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3116" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN ")qO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY,
NOTES:
1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS.
3) MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NO0.
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOELRElIRIWSOM OR MULLED ASSEMBLY.
6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
PRODUCT REVISED
as wmplYlnB widtt§is
Buildmg Code
P)?•D56d
FIR
O CHANGES THIS SHEE.
04/10i17
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QUANTITIES am J ROSOWSKISLT/TR ANCHOR
FIC
EMBEDMENT 114• INSTALLATION
MAX. SHIM 23 OPTION 1
INSTALLATION ANCHORS
EDGE 16 INTO 2X WOOD.
DISTANCE
TYP. ANCHOR TYPE,
. EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET 1.
1 ANCHOR PER HINGE
'
71
F72
TO BE THROUGH
SUBSTRATE. MIN.#10
C
FLATHEAD EMS, SEE
TABLE 1, SHEET 1.
8 EXTERIOR
70 DETAU
2X WOOD
SUCKSTRIP
ALSO SEE BELOW
OR FRAMING, SEE
NOTE
2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
TYP. ANCHOR TYPE, EMBEDMENT AND SUBSTRATE, SEE TABLE 1. SHEET 1.
AVOID INTERFERENCE WITH
EDGE DISTANCE PER SUBSTRATE, SEE
OPPOSING ANCHOR BY CHOOSING 78 TYP. ANCHOR TYPE.
TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT AND
STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER
EMBEDMENT 1M// 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE. SE
-� SHIM 23 23 10 SEE TABLE 1, SHEET 1. 23 10 TABLE 1, SHEET 1,
EDGE 16
DISTANCE , . - 1 ANCHOR PER HINGE TO BE
PRODUCT REVISED
as c plyins with tho Ffmidn
Building Code
Amptow No ILM4.
C) NO CHANGES THIS SHEET
JR - 04/10117
THROUGH SUBSTRATE MIN.
1 I I #10 FLATHEAD SMS WITH
fill MIN.3 THREADS BEYOND
INSTALLATION METAL SUBSTRATE. 52
29
OPTION 2 41 71 7
INSTALLATION'
ANCHORS DIRECTLY
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10ENS•
1 ANCHOR PER HINGE TO BE THROUGH - DETAIL
DETAIL�A L
SUBSTRATE. MIN. 3/16' FLATHEAD DETAI
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15
ULTRACON, SEE TABLE 1, SHEET 1.
No. 56705'
ALSO SEE ABOVE
INSTALLATION NOTES:
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1) USE ONLY SUBSTRATE -APPROPRIATE ANC LE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
SIDE OF THE DOOR, SIDEUTE OR TRANSOM.
•'•
ANY
IT RECTLY
1-112'. 1 X WOOD BUCKS ARE OPTIONAL INBY O HERS
AS -1 X7, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS ASTRATE
s•'tORIDP.••'GN
���/S��NAL
MASONRY. WOOD BUCKS DEPICTED ASE2X' ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE UBET
OF WOOD BUCKS TO BE ENGINEEREDN OR AS APPROVED D BY TOHE
W
AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM.
A. LYNN MILLER, P.E.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
P.E.# 58705
EXTERIOR � 31
1" FRENCH DOOR MULLION
DETAIL
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
EMBEDMENT
T IA } MAX
"� "`d • SHIM
EDGE
DISTANCE
TYP. ANCHOR
TYPE,
EMBEDMENT
AND EDGE
DISTANCE
PER
SUBSTRATE,
SEE TABLE I,
SHEET 1.
CONCRETEICMU <
PERANCHOR
REQUIREMENT 1XWOOD
EXTERIOR BUCKSTRIP,
SEE NOTE 2,
THISSHEET.
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 1, SHEET 1.
SIDELITE/TRANSOM FRAME WIDTH
DETAIL
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
1 ANCHOR PER HINGE TO BE
THROUGH SUBSTRATE. MIN.
#10 FLATHEAD SMS WITH
MIN. 3 THREADS BEYOND
METAL SUBSTRATE.
DETAIL
'DOOR �
VISIBLE LIGHT
WIDTH (DLO)
EXTERIOR
10,
DOOR FRAME WIDTH
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET
1. AVOID INTERFERENCE WRTi OPPOSING
ANCHOR BY CHOOSING THE CORRECT LENGTH
OR STAGGERING LOCATIONS.
EXTERIOR
V
DETAILLE
1/4"
MAX.
SHIM
E
EDGE
DISTANCE
AL — I_
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET 1.
MIAMI•DADE APPROVED
MULLION (SEE SEPERATE
NOA), ALUMINUM, STEEL
FRAMING OR STEEL STUD.
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 1, SHEET 1.
EMBEDMENT
T77
1/4"
1
.•
Him 23 ,
EDGE
DISTANCE
'
1
41
'
IIRrI
LJ
4 EXTERIOR
CONCRETEICMU
32 V
PER ANCHOR
o17r
REQUIREMENT
INSTALLATION
DETAIL CL OPTION 2
INSTALLATION ANCHORS '
DIRECTLY INTO MASONRY.
INSTALLATION NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE ORTRANSOM.
2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. 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.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
PRODUCT RBVISED
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A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
EDGE
DISTANCE
-
2X WOOD
CONCRETE
•
.. a
BUCKSTRIP
.,
PER ANCHOR . 's
OR FRAMING,
REQUIREMENT '
EMBEDMENT
SEE NOTE 2,
°
-
THIS SHEET
1X WOOD
23
BUCKSTRIP, SEE
NOTE 2; THIS SHEET.
ANCHOR TYPE,
?DMENT AND EDGE
ANCE PER SUBSTRATE,
TABLE 1, SHEET 1. AVOID
RFERENCE WITH
:)SING ANCHOR BY
DSING THE CORRECT
3TH OR STAGGERING
%TIONS.
TYP.
TYPE,, EMBEDMENT
AND EDGE
29 DISTANCE PER
SUBSTRATE,SEE
FLUSHBOLT TABLE 1, SHEET 1.
%IL. SHEET 12
DETAIL(i
INSTALLATION OPTION 4
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO 2X WOOD. EDGE
DISTANCE
DETAIL K�
EMB
EDMENT
ENT
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET.
1/4' MAX SHIM
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE, SEE
TABLE 1, SHEET 1.
V
SIDELITE(
TRANSOM
DOOR
14 15
WINDOW
FRAME
VISIBLE LIGHT
HEIGHT(DLO)
VISIBLE LIGHT
HEIGHT (DLO)
HEIGHT
DOOR
a
4�
FRAME
��f
HEIGHT
EXTERIOR
1
INSTALLATION NOTES:
ANCHORS LISTED ON
EXTERIOR
I DETAIL
DETAIL�D
1) USE ONLY SUBSTRATE -APPROPRIATE
TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE
I
LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
I
INSTALLATION
TYP. ANCHOR
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM.
I
EMBEDMENT
OPTION 2
AND EDGE
2) WOOD BUCKS DEPICTED ON THIS SHEETAS'1X-, ARE
INSTALLATION
.1.4-_
INSTALLATION
DISTANCE PER
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X
I I I
ANCHORS DIRECTLY
- 29
SUBSTRATE, SEE
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED
OPTION 1
I I 22j
1 23
TYP. ANCHOR
INTO MASONRY.
TABLE 1, SHEET 1.
DIRECTLY TO MASONRY, WOOD BUCKS DEPICTED AS 2V ARE
INSTALLATION ANCHORS
I
TYPE, EMBEDMENT
1AX THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
INT02XWOOD.
AND EDGE
MAX. SHIM
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
24
? GGII
DISTANCE PER
1
3.4'
RI
3.4 KSI NON -SHRINK,
APPROVED BY THE AUTHORITY, HAVING JURISDICTION.
I
SUBSTRATE, SEE
23
NON-METALLIC
2
TABLE 1, SHEET 1.
GROUT- FULL
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER
I^�
�u
LENGTH
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
FRAME OF THE DOOR, SIDELITE OR TRANSOM.
FULL LENGTH 1/4" MAX SHIM
-
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,
BEDMENT
CONCRETE PER
a' EMBEDMENT
SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE
2X WOOD BUCKSTRIPm__�==A�4_EM
ANCHOR
SYSTEM.
OR FRAMING, SEENOTE
2, THIS SHEET'REQUIREMENT
DGE_DISTANCE��
EDGE DISTANCE
PRODUCT REVISED
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A LYNN MILLER P.E.
P.E.#58705
4.5W.. 1
J_
.500"
1.000"
O1 FRAME HEAD & JAMB
#20000,Rigid Cellular PVC
.080' 3.564"
1.075•
� HINGE STILE
REINFORCEMENT
#20013,6063-T6
1.ssa•
1.3j59' ,0�•
8 INACTIVE
13 ASTRAGAL COVER
#20004, Rigid PVC .
3.925" T
.075" MUD
}
2 FRAME SILL
#20001, Rigid PVC
I� 1.500• ►{
.080•
3.519'
-� .888" �-
OTOP & BOTTOM RAIL
REINFORCEMENT
#20014, 6063•T6
4.922'
.187' E.31 ,,75
3 PANEL RAIL & STILE
#20002, Rigid Cellular INC
2.146' -►{
.278'
.080"
3.518"
1.075'
PANEL STILE 7
REINFORCEMENT
#20015,6063-T6
1.140" � -T�� 1.140'
.2 --{� 2-/LI -II-0
oso• oso
BEVELED 15 OGEE
14 BEAD 15 BEAD
#20005. Rigid PVC #20006, Rigid PVC
�- 2.281-
.582' 0�
1.4157° .075' D
1
OSIDELITE ADAPTER
#20003, Rigid PVC
.374"
.100" 4.561'
9"
COW"
10 1"FRENCH
DOOR MULLION
920022,6063-T6
�
1258"-
-�{ 1.450" � J
075" � ,060" �iI
610' �
34_3• .375' .773' �-i l-r .062'
.070" .�4 T 1.625• 21
&FRAME SCREW ADD -ON 1"MULLION ACTIVE
COVER 17 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER
#20007, Rigid PVC #20008, Rigid PVC #20009, Rigid PVC #20011, Rigid PVC
2.488'
761• T}
I
3.518'
.080°
1.075'
G8 ACTIVE
ASTRAGAL
#20016, 6063-T6
9 INACTIVE
ASTRAGAL
#20017,6063-T6
PRODUCT REVISED
as c pl7rt4g wi6lhe FIMMa
ll, ild.g Code
AcA�ptmfco 17-o 04� t'55 - L-x ira!ion DateOR
y C)REVISED#22-JR-04/10l17
rc
1.012"
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L' I 1 1.041' \ Pam•.• LICENSE -.•��� i
723° •930' '••
.386' .384"T �- : NO. 58705
.050° jIr TT II .050' : •. * _
.062" J .191• J -��- .063" F I.
.200'
SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM6"SQUARE0,� q$7 7 d� 1 Lq
20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 28 COVER 27 BEAD �f�s' •F�ORIDP,.•"
#20012, Rigid PVC #20057, 6063-T5 #19031, 6063-T6 #20020, 6063-T6 #20021, 6063-T6 #20023, Rigid PVC #20047, Rigid PVC
AL
A LYNN MILLER, P.E.
ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD.
P.E# 58705
B
POTPart# I
Description
Material
1r
20000
Door & Sidelile/Tiansom Main Frame
Cellular PVC
2
20001
Dow From SIH
Rigid PVC
3
20002
Panel Stile 6 Imll
Cellular PVC
4
20003
Sidelite Adapter
Rigid PVC
5
20013
Hinge Stile Reinforcement
Alum. 6083-76
6
20014
Panel Rail Reinforcement
Alum, 606346
7
20015
Panel Stile Reinforcement
Alum, 606346
6
20016
Acthe Astragal
Ritild PVC
9 1
20017
Irlactne Astragal
Rigid PVC
10i
20022
1' FranCe Door Mullion
Alum, 5053-TS
131
20004 1
Inacthe Astragal Color
Rigid PVC
14
20005
1-1/tfi BaW Bead
Rigid PVC
15
20006
1-1116- Ogee Bead
Rigid PVC
I6
20007
Screw Cover
Rigid PVC
17
20005
Addon FWFlange
Rigid PVC
18
20009
1" Mullion Cap
Rigid PVC
16
20011
Acthe Astregol Cover
Rigid PVC
20
20012
Single floor Astragal Cow
Rigid PVC
22
20057
Threshold Cover -
Ah m. 6063-TS
23
19031
Anchor Plate
Alum. 6083-76
24
20020
Threshold Cover
Alum. 6063-78
25
20021
Drip Cap
Rigid PVC
26
2W23
Hinge Trim Cover
Rigid PVC
27
2DO47
7116' Square Bead
Rigid PVC
28
Fin Weatherstrip
28
11,7113
Frame Weatherct#p
31
714FPT41
Frame-to-Wde Skrh Screw..4 X 1-1/2' Ph, FH. 16.626. O.G
Stemless
Steel
32
7S701X
Franco-to-Nar. Slab Sciow. #10 X V Ph. FH. 28' D.C.
Standess
Steel
33
78X1FPT410
Rekrforcerrenl Screw. #8 X 1- Ph. FH, 1W O.C.
StaWesa
Steel
34
710xQFPAX
Frame AssarrM Screw. #10 X2' Ph. FH
St.Wess
Steel
35
714FPT41
W-W Stab Assembly Scaew. #14 X 1-11T Ph. FH
Stainless Steel
38
71420X2.25
I N-W Slab Assembly Screw. #14 X2.1/4' Ph. FH
Stakdess stow
41
20026
Setting Block.85+/-5 dum.
VI.Y1
42
Backbadding: Dow9W or GE-7700
Silicone
43
_
Argon Gas
44
6HL5140
Hot Melt Butyl
45
1652
So Block 9/16- x 4" x 3116', 85 +/- 5 dum.
as
46
1614
Setting Block 112' x 1' x 1/W. 85 +1- 5 rLm.
Neoprene
47-73
see Hard—
BOM, Table 12. Sheet 12
60 20D33 Inacthe AftWI Acetel
91 20035 Actlw Astragal Cap Metal
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION
SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD.
ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM.
DAYLITE OPENING (DLO) SIZES
WHEN USING PART# 3: (WIDE RAILS OR STILES)
X DOOR FRAME HEIGHT-12.1 = DLO HEIGHT
X DOOR FRAME WIDTH -12.3 = DLO WIDTH
(XX DOOR FRAME HEIGHT) -12.1 = DLO HEIGHT
(XX DOOR FRAME WIDTH 2)-11.5 = DLO WIDTH
SLT/TR FRAME HEIGHT-12.1 = OLD HEIGHT
SLT/TR FRAME WIDTH -12.1 = DLO WIDTH
WHEN USING PART #4: (NARROW RAILS OR STILES)
SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT
SLT/TR FRAME WIDTH -4.9 = DLO WIDTH
DOOR
JAMB
... HEAD 23 -
1 ....
03
PANEL HEAD
�IIFt
8
HINGE STILE
DOOR PANEL
LOCK STILE
JAMB W/NARROW
FRAME
SIDELITE/TRANSOM
SILL W/WIDE FRAME
(HEAD SIMILAR)
PRODUCTREVISM
as complyingwitb the Ffesida
Buulding Code
Acaephatce No CAD;
Expiration Dam •�
MizniYlnde aSucTC�raE
C) REVISED # 22 - JR - 04/10/17
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A. LYNN MILLER, P.E.
P.E# 58705
TABLE 12:
#
PGT Part
47
6SW32701
68")
Stainless Steel
48
666032702
P3000 3-PT Rhino Lock (over 6'8"), Amesbury Inc.
Stainless Steel
49
71032X1 FPFX
Rhino Lock Screw. 1D-32 X 1" Phil. FH
Stainless Steel
52
20027
Adjustable Strike Plate Assembly, Amesbury Inc.
Stainless Steel
53
20028
Center Strike Plate Assembly, Amesbury Inc.
Stainless Steel
54
7S101X
Strike Plate Screw, ()): #10 X 1" Phil. FH
410 S.S.
55
7SX12PFHUX
Strike Plate Screw, QW: #8 X 1/2" Phil, FH
410 S.S.
60
78B1202
Flush Bclt ()09
61
7803725
Flush Bclt Rod (XX)
62
420034
Flush Bolt Guide ()N
63
7832X12FPXP
Flush Bclt Guide Screw. "2 X 1/2" Phil. FH
64
48033N
Guide Pin ()Oq
65
78036
Flush Batt Strike Plate (M, Amesbury Inc.
Stainless Steel
66
7832X12FPXP
Flush Bolt Strike Plate Screw, (Xlq: #8 X3/4" Phil. FH
410 S.S.
67
varies
HandielLeyer
68
varies
Dummy Handle/Lever
70
20025
Butt Hinge, Amesbury Inc.
Stainless Steel
71
71032X1FPFX
Hinge, Slab Screw. #1D-32 X 1" Phil FH
Stainless Steel
72
7S101X
Hinge, Frame Screw. #10 X1" Phil. FH
Stainless Steel
"X'"CONFIGURATION "XX" CONFIGURATION \
61
SEE DETAIL,
TOP LOCK
SIMILAR
# Description Material
P3000 3-PT Rhino Lock ( ,Amesbury Inc. to ess tee HINGE DETAIL:
HARDWARE DETAILS & LOCATIONS
47-49 62, 63
67
70-72
n��jlj'�52, 54
EQUALLY- / CJ
SPACED /
67
/ 47-49
/ 117 53-54
EQUALLY- co 10
SPACED
O
EQUALLY- MAX
SPACED
B" \ MAX
MAX
TYP• 70-72
0
O
52,55 53.55
60 66
��k n/
9/16"
BEYOND
PANEL
IFLUSH BOLT DETAIL:
J
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A. LYNN MILLER, P.E.
P.E.# 58705