HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW HORIZONTAL SLIDERComments
Archived
Product Manufacturer
OT ndustrie''
Address/Phone/Email
1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature
Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative
Jens Rosowski
Address/Phone/Email
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
�2'5
E
1. s 0
�ye• t N:� �i;.iiiiM� C •.f'., �.%
0 izontal-Slider;-_�----
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201, 202, 203
Product Approval Method Method 1 Option A
• Date Submitted 09/07/2016
Date Validated 10/17/2016
e Date Pending FBC Approval
Year
1994
Date Approved
Date Revised
Summary of Prod
10/17/2016
09/25/2017
FL # Model, Number or Name
2421 H�1-0'(NiIinpa'ct)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Miami -Dade County Notice of
Acceptance (NOA) for product performance information,
anchorage details, and anchor type, size, and spacing
information.
Description
Aluminum Horizontal Roller Window
Certification Agency Certificate
FL242 R21 C CAC 16-0629.02.pdf
Quality Assurance Contract Expiration Date
04/05/2022
Installation Instructions
FL242 R21 II 16-0629.02.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.2
HR - 510 (Impact)
WinGuard Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 15-0612.14.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/17/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 15-0612.14.pdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.3
HR - 610 (Non -Impact)
WinGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714,14.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/27/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 11 16-0714.14.pdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.4
HR - 710 (Impact)
WinGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.13.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/21/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 16-0714,13.pdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.5
HR - 810 (Large Missile Impact)
Multi -Story Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.10.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/O1/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 16-0714.10.pdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.6
HR - 810 (Small Missile Impact)
Multi -Story Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.15.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/01/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 16-0714.15.odf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.7 1 HR-2710M (Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Miami -Dade County Notice of
Acceptance (NOA) for product performance information,
anchorage details, and anchor type, size, and spacing
information. (2-lite XX only)
2LT HR-2710M PVC Horizontal Rolling Window
Certification Agency Certificate
FL242 R21 C CAC 15-0528.23 M.Ddf
Quality Assurance Contract Expiration Date
12/23/2020
Installation Instructions
FL242 R21 II 15-0528.23 M.Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.8
HR-2710MI (Impact)
2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 13-1125.03 MI.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/23/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 13-1125.03 MI.pdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information. (2-lite XX & 3-lite XOX)
Evaluation Reports
Created by Independent Third Party:
242.9
HR-5410 (Non -Impact)
Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.18.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 11 16-0714.18.Ddf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.10
HR-5510 (Impact)
Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.17.pcif
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 16-0714.17.Ddf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.11
SGD - 770 Window (Impact)
Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0629.09 pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/12/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 16-0629.09.12df
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.12
SGD-2500 Window (Non -Impact)
Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 15-0609.09 WDW.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/22/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL242 R21 II 15-0609.09 WDW.odf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
242.13 1 SGD-5570 Window (Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Vinyl Horizontal Roller Window
Certification Agency Certificate
FL242 R21 C CAC 16-0505.Ol.odf
Quality Assurance Contract Expiration Date
08/04/2021
Installation Instructions
Other: Please see the Miami -Dade County Notice of
Acceptance (NOA) for product performance information,
FL242 R21 II 16-0505.0l.gdf
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
Back tdext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
Crediti
Safe
securitym RrRici
MIAMI•DADE MLA M-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive LLE
North Venice, FL 34275
SCOPE: COPY
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 11HR-210" Aluminum Horizontal Rolling Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-IIR210-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05105115, 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: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
cP J Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.11-1201.04)
2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets 1
through 8 of 8, dated 12/01/11, with revision B dated 05105115, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
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
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0609.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manuel P ez, P.E.
Product Contro E aminer
NOA No. 0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5' Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
(Submitted underprevious NOA No. 15-0609. 05)
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0609.05)
3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11 -12 01.04)
4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series
"HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and
expiring on 04/05/17.
Manuel Pere r.E.
Product Control Exdohner
NOA No, 16-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 210 NON -IMPACT
HORIZONTAL ROLLER WINDOW
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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS, MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE, SEE TABLE 1, SHEET 1.
4) ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLYTO 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) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS
SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON
ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD
BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE -
PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4'
THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HE[
B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER
ASTM E1300.
8) 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 FOR CORROSION
RESISTANCE. -
9) REFERENCES: TEST REPORTS FTL-6657 & 6658; ELCO ULTRACON
NOA; ELCO CRETEFLEX NOA; ANSVAFSPA NDS FOR WOOD
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY
KNOWN AS THE 201 SERIES.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 3 & 4
NOT RATED FOR
IMPACT RESISTANCE
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-
ASTM E1300-04
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2010
• AI S I-S 100-07/S2-2010
120• WIDTH
A
63'
HEIGHT
62'
BUCK
HEIGHT
I t
A SHEETS
5&6
ALWAYS SEE NOTE A. SEE NOTES B & C. B 1I 3'y16'
REQUIRED THIS SHEET THIS SHEET I'� 3'
@ CORNERS
TYP. XOX (1/4-1/2-1/4) ELEVATION
��y aV••a ,n��n JB SHEETS
586
58-1/8•
—_—_L—_
SASH
VISIBLE
FIXED
VISIBLE
LIGHT
"��//
LIGHT
i
28-9/18'
SASH
VISIBLE
56.3116" FIXED
VISIBLE LIGHT
LIGHT
I
74' WIDTH
73' BUCK WIDTH
B SHEETS
586
QL
2'
3HTT1'
BUCK
HEIGHT
I
67-1/8'
FIXED
VISIBLE
LIGHT
FIXED
VISIBLE
ILIGHT
PCSHEETS
586
TABLE 1:
6
HEI
90•WIDTH
89' BUCK WIDTH 6
I—�B SHEETS
I 5&
-
---
I
283/B' I
---
FIXED
q
SIBLE
LIGHT
3'
3HT
62"
56-7/8"
SASH
VISIBLE
LIGHT
VVV
58-1/8"
FIXED
VISIBLE
LIGHT- A
BUCK
HEIGHT
26-7116"
SASH
VISIBLE
LIGHT
i
PA SHEETS
5&6
ALWAYS SEE NOTE A, .I- �BI �� —�I'�— 33116•
REQUIRED THIS SHEET --_d 3'
@ CORNERS SEE NOTES
B & C. THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
1Steel
Uli
Ultracon
Hollow Block, (ASTM C90)
2-1/2•
1-1/4•
-
'ftf2 Steel`
SMS (G5) a
C12 410 SS___
SMS
P.T. Southern Pine (SG = .55)
9/16"
1-3/8•
A36 Steel, .125" min
318"
Min. of 3 threads
beyond metal
substrate
_A653 Stud, _Gr-33 0,0340"-min: (20,Ga)
318"
,- lglilminurn; 6063-75, r125"•min---F
318"
1/4' Steel
Ullmctxl
`-'^--' Concrete (min. 2.9 ksi)
1"
1-3/8'
Grouted -filled Block, (ASTM C90)
2-1/2'
1-3/4'
L
114" 410 SS
CreteFlex
Concrete (min. 3.4 ksi)
1"
1-3/4'
Ftdlow Block. (ASTM ('I
1-a
1-1/4'
ALWAYS &' —�I I` L`B --�-r �- 3-3/16"
REQUIRED SEE NOTE D. THIS SHEET
@ CORNEA.-.
TYP`XO-ELEVATI.QN'(OX4SII1? lltltlrlrl/,,,
' CMI LYAIA,
ELEVATIONS ........... ....................
._ 1
ANCHOR SPECIFICATIONS._......... 1
ANCHOR SPACING/QUANTITIES... 2
DESIGN PRESSURES, XO/OX......_
3
DESIGN PRESSURES, XOX...._._._
4
INSTALLATION, STD MR ............
_._ 5
INSTALLATION, HO MR .. ...............
_ 0
GLAZING DETAILS ......................
... 7
CORNER ASSEMBLY ......................
7
EXTRUSION PROFILES ...... ..........
8
PARTS LIST.._ .................. ........
.... 8
~�• ••1.ICENS. •-�/�
lltr No.58705 •.13
•, p F
s
A LYNN MILLER RE
P.EJf 58705
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS. SHEET 7 OF 8):
A. REQUIRED IF WINDOW WIDTH IS OVER 67'.
B. REOU RED F WINDOW WIDTH S OVER 45' AND UP TO 67".
C. REQUIRED IF WINDOW WIDTH IS OVER 89".
D. REQU RED IF WINDOW WIDTH IS OVER 45".
Revised 9y: Drt•: Revielon:
JR 05/05/16 B) ADDED SPACERS TO
SHEET 8.
Revised W. Date: Revision:
® Dwerfptfon:
GENERAL NOTES & ELEVATION
PRODUCT REVISED
w conrylying with dw Florida
;� � i6-oGrLq.p2
P 2
'moan Date
MB
iarnl Pr Om4al
J ROSOWSKI
1070 TECHNOLOGY DRIVE Rtle: tHIlc.
N. VENICE, Fl. 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 Sarim/Nodeh Scab: Sheet Drawing No. R•
CFRT. OF AUTH. #29296 HR-210 NTS 1 OF 8 MD-HR210-01
1 ANCHOR ON
1 ANCHOR AT EACH SIDE OF
CORNER THE MEETING
RAIL
MIN.3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44'. MIN, 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
1 ANCHOR AT
CORNER
6' MAX.
SEE TABLE 2,
1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON
EACH SIDE OF ANCHOR EACH SIDE OF
1 ANCHOR AT QUANTITIES' 1 ANCHOR AT
CORNER THE MEETING THE MEETING CORNER 1
RAn —_---- RAn
MI
ANCHORS IN
JAMB FOR
17' MAX. O.C. FOR
WINDOWS UP
WINDOWS UP T063'
TO 44', MINA
TALL, 20' MAX. O.C.
ANCHORS IN
FOR WINDOWS OVER 63'
JAMB FOR
WINDOWS
OVER 44'
G MAX.
6- MAX. —� r— 6' MAX. FROM
�— CENTER OF
MEETING RAIL (X2)
ANCHORAGE FOR AEt XO/OX CONFIGURAO
1
1ANCH0RON ANCHOR IANCHORON
1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT
CORNER THE MEETING FIXED THE MEETING CORNER 1
RAn . RC RAn
MIN. 3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44', MIN.4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
J_
6' MAX
�1
170 C
rL
_L
6' MAX
W MAX
6 MAX. FROM
MEETING RAIL (X2)
ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS
6' MAX. —
X
R
/
1T
O.C
a
,_----------.
6' MAX
1 22-3/4' 1
_ — ]MAX. U.CJ
MEETING RAIL ()(2)
ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS
TARLE 2-
FRAME
TYPE
FRAME
WIDTH
FRAME HEIGHT
383/B'
ANCHOR GROUP
44'
ANCHOR GROUP
50b/B'
ANCHOR GROUP
63"
ANCHOR'GROUP
A
B
C
A
B
C
A
B
C
A
IS?
C
53=V8'
1
1
1
1
1
1
1
1
1
1
t
IIF74j
2
2
1
1
2
1
1
1
1
1
1�
1
STANDA D
1.
2
2
2
2
_ 2
1
1
2
1
1
1
1
MEETING
RAIL
97-
0 2
3
2
2
2
2
2
2
t
1
1
1
10g'
3
3
2
2
3
2
2
2
2
1
2
1
120'
3
3
3
3
3
2
2
2
2
2
2
1
531/B'
1
1
1
1
1
1
1
1
1
1
1
1
HEAVY
74'
2
2
1
2
2
1
2
2
1
1
1
1
DUTY
85'
2
2
2
2
2
2
2
2
2
2
2
1
MEETING
97'
2
3
2
2
3
2
2
2
2
2
2
2
RAIL
10g'
3
3
2
3
3
3
3
3
2
2
2
2
120'
3
4
3
3
4
3
3
3
3
2
2
2
XO, OX & XOX:
EGRESS HEIGHT: (WH - 4-5/8
XO & OX:
EGRESS WIDTH: (WW/2-3-12)
XOX (1/4-12.1/4):
EGRESSWIDTH: (WW/4-2-5/16)
XOX (1/3-1/3-1/3):
EGRESS WIDTH: (WW/3-6)
X.
XO, OX 8 XOX:
SASH VISIBLE LIGHT HEIGHT: (WH - 6A18)
FIXED VISIBLE LIGHT HEIGHT: -4-7/8
XO & OX
SASH B FIXED VISIBLE LIGHT WIDTH: 12-3-7116
XOX (1/4-12-1/4):
SASH VISIBLE LIGHT WIDTH: (WW/4-3-7/16)
FIXED VISIBLE LIGHTWIDTH: (WW2-3-13/16)
XOX (113-1/3.1/3):
SASH & FIXED VISIBLE LIGHT WIDTH: (WW13. 3-9/16)
PRODUCT REVISED
SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as complying with the Florida
Duild,g Code
... Aoceptanco too I.6-��•�i�
Ezpim]' Date �.
Raviead By: Dole: Reriaion:
Dy
- N!i Dade Pro�et
Revfaed Ry: Data R�vialon:
- ® D—viptlan: Drvrn BY:
6.I .[C ANCHOR SPACING & QUANTITIES J ROSOWSKI
1070 TECHNOLOGY DRIVE Lee: Data
N. vENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
• `...`^ ,'" -' NOK0MIS: FL 34274 SWdslModel: Scab: Shoal: A LYNMILLERP.ECENT. OF H R-210 NTS 2 OF 8 1MryDq-HNoR. 21 O-01
PEp 58705 ReBr.
AUlH
a • a
TART F A-
XD oR OX
CONFIGURATIONS
MAXIMUM DESIGN PRESSURE RATING s
(P
FRAME
WIDTH
GLASS
'TYPE
= v^STANDARD'MEETING RAIL)
HEAVY DUTY MEETING RAIL
"FRAME-FiEIGHT—
FRAME HEIGHT
383/8"
44"
50-51W
f,-63"-1
383/8"
44"
50518"
63"
72"
Glass 1
+55.01-96.0
+55.01.90.0
+55.01-86.9
+ 5-OA67.9
+55.0/-90.0
+55.0/-90.0
+55.0/56.9
+55.0/•67.9
N/A
26-1/2"
Glass 2 & 3
+55.01-90.0
+55.01-90.0
+55.0/ 90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/50.0
+55.01-90.0
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0/50.0
+55.0I-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/30.0
+55.01-90.0
Glass 1
+55.01-73.5
+55.01-61.2
+55.0156.0
+49.71.49.7
+55.01-73.5
+55.01-61.2
+55.0/56.0
+49.71-49.7
N/A
37"
Glass 2 & 3
+55.0/-90.0
+55.01-90.0
+55.0/-87.2
+55.0/57.2
+55.01-90.0
+55.0/-90.0
+55.01-90.0
+55.01.90.0
+55.01-77.9
Glass 4 & 5
+55.01.90.0
+55.0150-0
+55.0/-90.0
+55.01-84.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-78.1
Glass 1
+55.0/57.5
+53-7153.7
+44.6/-44.6
+35.5135.5
+55.0/-67.5
+53.71.53.7
+44.6/-44.6
+35.5/-35.5
WA
45"
Glass 2
+55.01-90.0
+55.01.90.0
+55.0/ 75.0
+55.0157.1
+55.0/-90.0
+55.0/30.0
+55.0/-89.2
+55.0/ 77.2
+55.01.65.6
Glass 3
+55.0/-90.0
+55.0190.0
+55.01-75.0
+55.0157.1
+55.0/-90.0
+55.0/-90.0
+55.0/-80.3
+55.0/-63.9
+55.01-57.1
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-71.4
+55.01-90.0
+55.0/50.0
+55.01-90.0
+55.0/-77.4
+55.01-66.0
Glass 1
+55.0/56.0
+53.1/53.1
+43.6143.6
+32.31-32.3
+55.0/-66.0
+53.1/53.1
+43.6/-43.6
+32.3/32.3
WA
49"
Glass 2
+55.01-90.0
+55.01.85.1
+55.01-70.5
+53.41-53.4
+55.01-90.0
+55.0/58.9
+55.0/-79.9
+55.0/58.0
+55.0/-61.3
Glass 3
+55.01-90.0
+55.01-85.1
+55.01-70.5
+53.4153.4
+55.01-90.0
+55.0/-90.0
+55.0/-78.5
+55.0/58.1
+50.6/50.6
Glass 4 & 5
+55.0l-90.0
+55.01-90.0
+55.01-88.1
+55.01-66.7
+55.01-90.0
+55.0/50.0
+55.01-90.0
+55.0/ 72.3
+55.01-61.5
Glass 1
+55.01-63.7
+52.4/52.4
+43.51.43.5
+31.21-31.2
+55.0/-63.7
+52.4/52.4
+43.5/-43.5
+31.2131.2
NIA
53-1/8"
Glass 2
+55.01-90.0
+55.01-81.0
+55.01.66.7
+50.21-50.2
+55.0/-90.0
+55.0/-85-0
+55.0/-73.8
+55.0/59.4
+54.0/-54.0
J
F—Glass 3 )
+55.01-90.0
+55.0/-81.0
+55.01-66.7
5�M21502
a+55.0/-90.0
+55.0/-90.0
+55.0/-78.3
+55.0/56.2
+46.8/46.8
`Glas"s 4-& 5
+55.0/-90.0
+55.01-90.0
+55.0/53.4
+55.0/-62.7
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-68.0
+55.0/-57.4
Glass 1
+55.0/59.2
+50.4150.4
+42.81-42.8
+31.8/-31.8
+55.0/59.2
+50.4/50.4
+42.8/-42.8
+31.8/31.8
WA
61"
Glass 2
+55.01-89.2
+55.0/ 75.1
+55.01-61.1
+45.41-45.4
+55.0/59.2
+55.01-79.3
+55.0/-67.2
+51.0/51.0
+44.0/-04.0
(;Gla`ss 3)
+55.01-90.0
+55.01-75.1
+55.01-61.1
F45X:45-4'
^+55.0/-90.0
+55.0/-90.0
+55.0/-77.0
+55.0/57.2
+46A/•46.4
Glass 4 & 5
+55.0/-90.0
+55.0/30.0
+55.01-76.4
+55:0f-56:T
° -+55.0/-90.0
+55.0/-90.0
+55.0/-82.9
+55.0/-61.5
+51.81-51.8
Glass 1
+55.0/56.3
+48.5/-08.5
+41.6141.6
+32.0/32.0
+55.0/-56.3
+48.51.48.5
+41.6/-41.6
+32.0/32.0
NIA
Glass 2
+55.01-79.7
+55.0/-72.5
+55.0158.5
+43.0/-43.0
+55.0/-79.7
+55.0/-77.1
+55.01-65.2
+49.3/-49.3
+41.2/41.2
65,
Glass 3
+55.01-79.7
+55.0/ 72.5
+55.0/-58.5
+43.01-43.0
+55.0/-79.7
+55.01-79.7
+55.0/-74.9
+55.0157.6
+47.0/•47.0
Glass 4 & 5
+55.01-79.7
+55.01-79.7
+55.01-73.1
+53.8153.8
+55.01-79.7
+55.0/-79.7
+55.0/-79.3
+55.0/58.3
+48.9/-48.9
Glass 1
+51.1/-51.1
+44.2/-44.2
+38.9138.9
+30.0130.0
+51.11-51.1
+44.2/-44.2
+38.9/38.9
+30.0130.0
WA
Glass 2
+55.01-63.5
+55.0/53.5
+55.0155.3
+40.0140.0
+55.01-63.5
+55.0/-63.5
+55.0/-62.0
+47.9/-47.9
+39.8/39.8
74"
Glass 3
+55.0/-63.5
+55.01.63.5
+55.0/55.3
+40.0/40.0
+55.0/-63.5
+55.0/-63.5
+55.01-63.5
+54.1/54.1
+45.0/-05.0
Glass 4 & 5
+55.01-63.5
+55.0/53.5
+55.01-63.5
+50.01-50.0
+55.0/53.5
+55.0/-63.5
+55.0/53.5
+54.2154.2
+45.1/-45.1
TARI F 4-
Glass Types
1
1/8" Annealed
1/B" Tempered
2
3/15' Annealed
1/4' Annealed
3
118'Annealed-1/4" Airspactl/8" Annealed
3
3116%AnnealR:3916" Airspace-1/8" Annealed
4
3/16" Tempered
1/4" Tempered
6
118" Tempered-1/4' Airspace-1/8" Tempered
2116" Tempered-V16" Airspace-1/8" Tempered
NOTES:
1) USE THIS TABLE FOR ALL XO1OX WINDOWS PER
THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN
ARE TIP -TO -TIP.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
XO
a
OX
FRODUC REV)SED
. eamptyi"B %61th aee Fimi a
Bdldrng Cale
Aa.ep im, 1� 9 2
>:,�t 1 � Date
de Pduct
Dy
m
o r.
p o
(J) `N- U O
O�
E 04
o 02
O
X Z Ll-
O �' OM
X
LU LU J U)
F-
CC �z
W Q
d Z
Z O .. CV
e� N
J 8��2
® ONPN m
r�>,�j'yJ'vNi n l°pV
o�xc'
Mo Q
0;cim o
E g
o=
U
h,
A. LYNN MILLER. P -
P.E.# 53705
TABLE 5:
XOXCONFIGURATION
MAXIMUM DESIGN PRESSURE RATING (psi)
FRAME
WIDTH
GLASS
TYPE
STANDARD MEETING RAIL
HEAVY DUTY MEETING RAIL
FRAME HEIGHT
FRAME HEIGHT
38.3/B"
44"
5D-5/8"
63'
383/8"
44"
50-5/8"
63"
49„
Glass 2 & 3
+55.01-90.0
+55.0/-90.0
+55.0/-76.3
+65.0/-59.2
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-78.9
Z
p
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-89.1
+55.0/-69.1
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
53-1/8"
Glass 2 & 3
+55.01-90.0
+55.01-84.7
+55.0/-71.4
+55.01-55.1
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.01-73.5
Glass 4 & 5
+55.01-90.0
+55.0/-90.0
+55.0/-83.2
+55.0/-64.3
+55.01-90.0
+55.0/-90.0
+55.01-90.0
+55.01-90.0
O
LL
61"
Glass 2 & 3
+55.0/-90.0
+55.01-76.3
+55.0/-63.9
+49.0/49.0
+55.0/-90.0
+55.0/-90.0
+55.01.85.1
+55.0/-65.3
Z
Glass 4 & 5
+55.01-90.0
+55.01-89.0
+55.0/-74.5
+55.01-57.1
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.01-84.5
U
74"
Glass 2 & 3
+55.0/-81.0
+55.0/56.8
+55.0/-55.3
+41.9/41.9
+55.0/-90.0
+55.0/-88.9
+55.01-73.7
+55.0/55.8
Glass 4 & 5
+55.01-90.0
+55.0/-77.9
+55.0/-64-5
+48.8/-48.8
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+55.0/-72.2
85"
Glass 2 & 3
+55.01-75.6
+55.0/-61.5
+50.4/-50.4
+37.7137.7
+55.0/-90.0
+55.01-81.8
+55.01.67.2
+50.3/-50.3
Glass 4 & 5
+55.0/-88.2
+55.0/-71.7
+55.0/-58.8
+44.0/-44.0
+55.0/-90.0
+55.0/-90,0
+55.01.86.9
+55.01.65.0
90
Glass 2 & 3
+55.0/-73.8
+55.01-59.6
448.61 48.6
+36.21-36.2
+55.0/-90.0
+55.0/-79.5
+55.0lE4.8
+48.2148.2
Glass 4 & 5
+55.01-86.1
+55.01-69.6
+55.0/-56.7
+42.2/-42.2
1 +55.0/-90.0
1 +55.0/-90.0
+55.0/-83.9
+55.0/52.4
Glass 2
+55.01-90.0
+55.01-79.5
+55.0/-66.4
+50.8/50.8
+55.0/-90.0
+55.0/-85.0
+55.0/-73.8
+55.0/-59.4
53-1/8"
Glass 3
+55.01-90.0
+55.01-79.5
+55.01-66.4
+50.8/-50.8
+55.0/-90.0
+55.01-90.0
+55.01-78.3
+55.0155.2
Glass 4 & 5
+55.01-90.0
+55.0/-90.0
+55.01-77.5
+55.01-59.2
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-87.5
Glass 2
+55.0/-80.4
+55.0/-64.9
+52.9/-52.9
+39.3/-39.3
+55.0%83.1
+55.0/-72.8
+55.01-62.0
+47.9/47.9
0
74"
Glass 3
+55.01-80.4
+55.0/-64.9
+52.91-52.9
+39.31-39.3
+55.01-90.0
+55.0/-79.6
+55.01-70.0
+52.5152.5
F-
Glass 4 & 5
+55.0/-90.0
+55.01-75.8
+55.0/-61.8
445.9/-45.9
+55 0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/57.8
Glass 2
+55.0/-74.7
+55.01.61.2
+49.1/-49.1
+35.8/-35.8
+55.01-74.7
+55.0/-67.2
+55.0/58.9
+46.8146.8
85"
Glass 3
+55.01-77.2
+55.01-61.2
+49.1/-49.1
+35.805.8
+55.0/-81.9
+55.0/-71.1
+55.0/52.8
+47.8/47.8
zGlass
4 & 5
+55.01-90.0
+55.01-71.4
+55.0/-57.3
+41.81-41.8
+55.0/-90.0
+55.0/-90.0
+55.0/-84.6
+55.0/51.8
U
Glass 2
+55.0/-65.3
+55.01-58.8
+46.3/-46.3
+33.1/-33.1
+55,01-65.3
+55.0/-60.0
+53.7/53.7
+43.9/-43.9
97"
Glass 3
+55.01-72.5
+55.0/-58.8
+46.3/-46.3
+33.1/-33.1
+55.0/-72.5
+55.0/-63.7
+54.7/-54.7
+44.2/-44.2
al
Glass 4 & 5
+55.01-87.0
+55.01.68.6
+54.1/-54.1
+38.7/-38.7
+55.0/-90.0
+55.0/-90.0
+55.0/-79.9
+55.0157.1
Glass 2
+55.01-56.7
+53.41-53.4
+44.7/-44.7
+31.2/-31.2
+55.0/-56.7
+53.4/-53.4
+48.4/-48.4
+40.51-40.5
109'
Glass 3
+55.0/-64.8
+55.0/-55.8
+44.7/-44.7
+31.21-31.2
+55.0/-64.8
+55.0/-55.8
+48.21.48.2
+39.6139.6
Glass 4 & 5
+55.01-84.7
+55.0/56.5
+52.21-52.2
+36.4/-36.4
+55.0/-90.0
+55.0/-90.0
+55.01-77.1
+53.8153.8
Glass 2
+49.7149.7
+47.91-47.9
+43.61 43.6
+30.0/-30.0
+49.71-49.7
+47.9/47.9
+44.3/-44.3
+37.5/-37.5
120"
Glass 3
+55.01-57.6
+51.11-51.1
+43.6/-43.6
+30.0/-30.0
+55.0/57.6
+51.1/-51.1
+44.11-44.1
+35.8135.8
Glass 4 & 5
+55.01-83.2
+55.0/-65.0
+50.9/-50.9
+35.0/-35.D
+55.0/-90.0
+55.0/-90.0
+55.01-75.2
+51.7/-51.7
TARLE e-
Glass Types
2
3/16' Annealed
1/4" Annealed
3
1/8" Annealed-1/4" Airspace-1/8" Annealed
3/16' Annealed3/16" Airspace-1/8" Annealed
4
3116' Tempered
1/4" Tempered
6
1!8" Tempered-1/4" Airspace-1/8" Tempered
3116' Tempered-3116" Airspace-1/8" Tempered
NOTES:
1) USE THIS TABLE FOR ALL XOX WINDOWS PER
THE ELEVATIONS ON SHEET 1. DIMENSIONS
SHOWN ARE TIP -TO -TIP.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
XOX 0/3-1/3-1/3)
� a
XOX(114-1/2-114)
PRonuCC REVISED
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A. LYNN MILLER P.E.
P. =.d 58705
INSTALLATION OPTION 1 CONCRETE/CMU
INSTALLATION ANCHORS INTO 2% WOOD. PERANCHORREQUIREMENT
OPTIONAL EDGE EMBEDMENT
8D ADDON 2X WOOD DISTANCE
FLANGE Q 114MAX
HEAD, SHIM
SILL
& JAMBS
EDGE
EMBED- DISTANCE °
MENT
T}NT
I
TYP. ANCHOR '
1
TYPE, EMBEDMENT
AND EDGE "•
jI I� DISTANCE PER
Ij li SUBSTRATE, SEE
II it TADLE 1, SHEET 1.
I I
I I� 21
�I INSTALLATION
it it 1' OPTION 2
FIXED
VISIBLE
I I INSTALLATION
II
HT
II II ANCHORS DIRECTLY
HEIGHT
II II II INTO MASONRY.
II II II SASH
TIPTO-TIP
II II �I VISIBLE
HEIGHT
!LIGHT
I II li HEIGHT
STANDARD MEETING RAIL 06
X
1X WOOD
TYP. ANCHOR TYPE, BUCKSTRIP,
,
EMBEDMENT AND EDGE SEE NOTE 2,
CONCRE
DISTANCE PER SUBSTRATE, THIS SHEET.
OR CMU
PER
SEE TABLE 1, SHEET 1.
.
ANCHOF
REQUIRI
10
MENT
X
SASH
VISIBLE
O
VISIBLE
LIGHT
LIGHT
WIDTH
r
_ —
�._Un)i](
WIDTH
EDGE
DISTANCE
76
I FIXED I
I�J 74
25
24
VISIBLE
I I
��^'711
70
5
'
STANDARD
6
WIDTH
EXTERIOR
STANDARD
6
1X WOOD
EMBED-
MENT
MEETING
RAIL
MEETING RAIL
BUCK
15
INSTALLATION
OPTION 3
BUCK WIDTH
TIP -TO -TIP WIDTH
INSTALLATION ANCHORS
THROUGH 1X BUCKSTRIP
HORIZONTAL SECTION A -A
INTO MASONRY.
114' MAX. SHIM
II �I II TYP.ANCHORTYPE,
BUCK O I II X B12 STEEL 4 2X WOOD EMBEDMENT AND EDGE
HEIGHT I SELF -DRILLING _ 10 X 11
II i t I� SMS (GS), SEE TABLE \ S E TABLE 1, SHEET 1.
II it II 1, SHEET 1.
24 II �I II DADEAPPROVED —_--'
II II II 32 MULLION. ALUMINUM,
II i' �31 STEEL FRAMING OR STEEL SASH VISIBLE O
57 II STUD. SEE SUBSTRATE ^ LIGHT WIDTH Illffff" __ .___
II II PROPERTIES, TABLE 1.
4' CUT LENGTH SHEET 1.
12 Q EACH
3 MEETING RAIL EXTERIOR 25 , ll�� I FIXED VISIBLE
INSTALLATION fl STANDARDLIGHT WIDTH INSTALLATION
TYP. ANCHOR TYPE, OPTION 4 V MEETING RAIL 8
EMBEDMENT AND EDGE INSTALLATION OPTION 1
BUCK WIDTH
2 DISTANCE PER ANCHORS INSTALLATION
SUBSTRATE, BEE TIP -TO -TIP WIDTH ANCHORS INTO 2X
29 TABLEI,SHEETI. DIRECTLYINTO WOOD.
METAL. HORIZONTAL SECTION C-C
1X WOOD
BUCKSTRIP, NOTES:
PRODUCT REVISED
SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE a complying with the FtorMa
THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANYSIDE OF THE WINDOW. Building Code
1/4•MAX SHIM Accepam x6-O6�i. 0z
2) ALL WOOD BUCKS LESS THAN 1-1/2- -�• 2oZ�L.
THICK ARE TO BE CONSIDERED 1X ReNsed By: Data: Revlsfon:
INSTALLATIONS. 1X WOOD BUCKS ARE - - By
1X WOOD CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED •� a3e ��'�
mot
BUCK ° • ,"° * ° ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS _ RoNsod t7y: Dote: ReW1on:
EXTERIOR REQUIREMENT DEPICTED AS 2X ARE 1.1/2' THICK OR . • •�
GREATER. IXAND 2X BUCKS (WHEN
• • • ° • ' USED) SHALL BE DESIGNED TO PROPERLY r _ O Dexripfion: Drawn BY:
nn
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. P�j`I �.� ? INSTALLATION DETAILS, STD MR J ROSOWSKI
OPTION 3 WOOD BUCK DESIGN AND INSTALLATION _
VERTICAL SECTION B-B INSTALLAT ON ANCHORS IS THE RESPONSIBILITY OF THE 1070 TECHNOLOGY DRIVE 7itte: Date:
THROUGH IX BUCKSTRIP ENGINEER OR ARCHITECT OF RECORD. N. vENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
MAXIMUM SHIM THICKNESS TO BE 1/4'. P.O. BOX 1529
INTO MASONRY. •''rf,'.��; NOKOMIS; FL 34274 Serfes/Modef. Smle: e4• Draning No. SheRev:
A. LYNN MILLER, P.E.CERT. OF AUTH. #29298 HR-210 NTS 5 OF 8 MD-HR210-01 e
RE4 56705
. 1 J
INSTALLATION OPTION 1 CONCRETE/CMU
PERANCHOR
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT
OPTIONAL 2X WOOD EDGE EMBEDMENT
80 ADDON DISTANCE -_
FLANGE @ _ 114' MAX
HEAD, SHIM
SILL & JAMBS
EDGE
EMBED- DISTANCE
MENT ! ".
f .
TYP. ANCHOR
I
TYPE. EMBEDMENT ,
AND EDGE
DISTANCE PEP.
Ij II SUBSTRATE, SEE
II II TABLE 1, SHEET 1.
II
I I II 21
INSTALLATION
I� OPTION 2
FIXED
VISIBLE
II II
II II �I INSTALLATION
LIGHT
!j II II ANCHORSDIRECTLY
umrt-m
I' Ij jl INTO MASONRY.
TIP -TO -TIP
HEIGHT
BUCK
HEIGHT
HEAVY DUTY MEETING RAIL
x
f SASH I `
VISIBLE II'F
LIGHT
EXTERIOR
15
II II II SASH
II II II VISIBLE
II l l LIGHTE--�{ 1/4'MAX.SHIM
HEIGHT
812STEEL
O II II I x SELF -DRILLING
it �I SIAS(G5), SEE TABLE 5.ElIll
1, SHEET I.
DADE APPROVED
32 MULLION, ALUMINUM,
31STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE
4'CUTLENGTHPROPERTIES, TABLE 1,
12 @ EACH SHEET1.
MEETING RAIL
INSTALLATION n
TYP. ANCHOR TYPE, OPTION 4 V
EMBEDMENT AND EDGE INSTALLATION
DISTANCE PER ANCHORS
SUBSTRATE, SEE DIRECTLY INTO
TABLE 1, SHEET 1. METAL.
1X WDOD NOTES:
BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE
SEE NOTE 2, ANCHORS LISTED ON TABLE I -OF SHEET 1.
THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE
1/4' MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE WINDOW.
IX WOOD • •
2) ALL WOOD BUCKS LESS THAN 1-12' THICK
BUCK CONCRETE PER ,'
ARE TO BE CONSIDERED IX INSTALLATIONS. IX
ANCHOR
_•
WOOD BUCKS ARE OPTIONAL UNIT MAY BE
EXTERIOR REQUIREMENT a
•
INSTALLED DIRECTLY TO SUBSTRATE. WOOD
' 1 • .,
BUCKS DEPICTED AS 2X ARE I.12' THICK OR
INSTALLATION
GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLYTRANSFER
OPTION 3
LOADS TO THE STRUCTURE. WOOD BUCK
VERTICAL SECTION B-B
INSTALLATION ANCHORS
DESIGN AND INSTALLATION IS THE
THROUGH 1X BUCKSTRIP
RESPONSIBILITY OF THE ENGINEER OR
INTO MASONRY.
ARCHITECT OF RECORD. MAXIMUM SHIM
THICKNESS TO BE 1/4•.
1X WOOD
TYP.ANCHORTYPE, BUCKSTRIP,
CR
CONCR
CONCRETE
EMBEDMENT AND EDGE SEE NOTE 2,
OR CMU
DISTANCE PER SUBSTRATE. THIS SHEET.
SEE TABLE 1, SHEET 1.
PER
ANCHOR
REOUIRE-
10
MENT
X
-� SASH
f
O
VISIBLE
LIGHT
.
EDGE
WIDTH
DISTANCE
h'.
FIXED
74
VISIBLE IF�--
I ''. . . —1
�11
LIGHT
TO 5
WIDTH
1X WOOD
BUCK
EMBED -
MENT
HEAVY DUTY
7
MEETING RAIL
HEAVY DUTY
MEETING RAIL
INSTALLATION
BUCK WIDTH
OPTION 3
TIP -TO -TIP WIDTH
INSTALLATION ANCHORS
THROUGH 1X BUCKSTRIP
HORIZONTAL SECTION A -A
INTO MASONRY.
4 2X WOOD TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
0 X 11 DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
SASH VISIBLE ) F
LIGHT WIDTH r- r. _--.
45 FIXED VISIBLE r'
LIGHT WIDTH INSTALLATION
HEAVY DUTY
PTION I
MEETINGRAIL INSTALLATION
ANCHORS INTO 2X
BUCK WIDTH WOOD.
TIP -TO -TIP WIDTH
PRODUCT REVISED
HORIZONTAL SECTION C-C
o i d pllyi.3 i. the Planda
Aoceptam No 022
1. (
Revlsed Sr. Dote: Revlsbn:
pith' Date o2
- Pmdatt
Revised By. Dote: ReV.A :
.
®
De dpiloa:
Drown By:
INSTALLATION DETAILS, HD MR
J ROSOWSKI
...7.^"'`•'.
1IVE
TECH
7111e:
Date:
''r-.
N0
, FL 342 R
HORIZONTAL ROLLER WINDOW DETAILS 12101/11
,.:
P-0. Box 1529
NOKOMIS, FL.14274
Series�Nodeh fib; Sheet
Dtowing No. Rev.
A LYNN MILLER, P.E.
CERT. OF AUD1. g29296
HR-210 NTS 1 6 OF 8
MD-HR210-01 B
REA 68705
1/8"ANNEALED OR PRODUCT REVISED
TEMPERED GLASS w complying with dw Florida
1 8 1 1luilding Cade �e
4040
k
90382' MIN. 8Y
27 I GLASS BITE Miwi nda Prv�cr
I
81
6
40
®ice '® ze I 10 i 1/8" GLAZING DETAIL �
o �M
3/18' ANNEALED OR 1/4• ANNEALED OR a Uj
TEMPERED GLASS TEMPERED GLASS 910 U) J
3 28 6 Q
C
a eIN
92 —
12 55 6 II g'g =Lu 6
.382°MIT .382'MIN. I,2GLASS BITE GLASS BITE -I � o81Q7
O g 1 FYI' Z LL
I
$O0
3/16" GLAZING DETAIL 114" GLAZING DETAIL Ca
} W
40 0 .0 40 g
z IM
8 2
H
12' MIN. O s z
6 FRAME SASH 40 MEETING GLASS STACK 111 x
zs CORNERS CORNERS RAIL 1/4"AIRSPACE (1)
118'ANNEALED OR Tn Q
TEMPERED GLASS 118" ANNEALED OR Q F-' O
ASSEMBLY DETAILS ill if 93MPERED GLASS $ W O —
57 li II 5 z N _
.382' MIN. Ir I.I 9
GLASS BITE I II �oO a O
OSILLADAPTER 81 {J
60-63 2 q
® C-5, q
1/2" I.G. GLAZING DETAIL
3 3 1/4" AIRSPACE o
Zoo.
_ SUmN Q
2 GLASS STACK o a o
oZ Z
260' ANNEALED OR
.330' 3/18'AIRSPACE
TEMPERED I+- EM'
TPERED GLASS 1/8' ANNEALED OR ,
O O(r A15" TEMPERED GLASS
II
I -57IIt
94
WEEPHOLES .382"1 II
GLASS BITE
1.600" 81SILL
WEEPHOLE DETAILS 6o63
SHOWN WI FORTW QUANTITY
E COVERS.
NDSPACIN 1/2" I.G. GLAZING DETAIL -
SEE SHEET 1 FOR QUANTITY AND SPACING
3118" AIRSPACE
A:ll'NN MILLER: P.E
P.�.N 58705
' J
L
1 " " y
TABLE 7:
Item
Dwg#
Part#
Description
Material
1
215B
6215W
Frame Head
6063-TB
2
204
0264W
Frame Sill
GOMJ5
3
265
6265BW
Sill Adapter
6063-TS
4
218A
6218W
Frame Jamb (Fixed)
6083-T6
5
219
6108BW
Frame Jamb (Operable)
6063-T5
6
220B
6220W
Fixed Meeting Rail
60637TB
7
267
6267W
Healy Duly Fixed Meeting Rail
6063-TB
223A
6223W
Sash Top & Bottom Rail
6003-TB
223A
6223W
Sash Bottom Rail
6003-TB
221B
6221BW
Sash Side Rail
6063-T6
222
6222W
Sash Meeting Rail
6063-TS
[20
270
6270W
Doglwne Reinforcement
6063T8
2785
62785W
Sash Stop
6053-T5
4080
74080BK
Meeting Rail Sweep Latch Plug
Rigid PVC
242
42105W
Sash Top Guide (Anil -rack)
Rigid PVC
227
42114W I
End Cup
Rigid PVC
23
1213
OQ200K
.190" X 200" Won Wstp. (Frame)
Flex PVC 70
24
4066
6406BG
.187" X .23(' Fin Walp.
25
1003C
66601K
Bulb Vinyl Wstp. (Sash)
Flex PVC 70
26
275C
70275CK
Frame Sill Gasket
Polyethylene
27
273A
70273AK
Frame Head Gasket
Polyethylene
28
280
70280BK
Sash Gaskets
Polyethylene
29
7HRKITW
Weephole Corer
Plastic
30
1096
71096W
Sweep Latch
Cast Zlnc
225
42112N
Roller Housing 8 Guide
Vinyl
226
7BRWHL2
Roller
Brass
1155
781 POA
#8 X 1" QUAD Pn SMS
Steel
1155-1
781 PDX
#8 X 1" Sq. Pn. SMS
410 SS
r44
781PSTX
#8 X 1" Sq. Pn. Twin Fast SMS
410 SS
78)OOPSA
#8X.375' Sq. Pn. SMS
Steel
1016
785BWW
08X.625" Ph. FI. SMS
Steel
1265-3
712653K
I Setting Block 3132" X 1/4' X 1'
EPDM
51
1267
71267N
Setting Block 1/B' XII/2" XII
EPDM
1625
61625W
1/8" Bead
Aluminum
2719
65016W
3/16" Bead
Aluminum
1263
65133W
1/4" Bead
Aluminum
1253
6V1'48W
I.O. Bead
Rigid PVC
r7O
1014
61014FW
Screen Frame
Aluminum
1631
47041W
Screen Comer Key No Ring
Vinyl
1630
47042W
Screen Comer Key with Ring
Vinyl
320
7320SPNG
Screen Spring
Spring Steel
74
1624
61624K
Screen Spline - .135" Dig. Foam
Rubber
75
1635
61635K
Screen Spline - .135" Dia. Hard
Rubber
78
Screen Cloth
Fiberglass
00
134
66615W
Add -on Flange (Optimal)
6063-TO
81
Dow Coming 899 Silicone Glazing Sealant
or Equiv.
g0
1/8" Annealed or Tempered Glass
91
3/16" Annealed or Tempered Glass
92
1/4" Annealed or Tempered Glass
93
1/8% 1/4' Air -118" An. OrTemp. I.G.
94
1/8"- 3110' Air - 3116' An. or Temp. I.G.
Part#
Description
al
60
Kommeding 4SG TPS Spacer System
61
Quenex Super Spacer nXT with Hot Melt Butyl
s
tS=hhl
62
Quanex Dureseal Spacer
ls
63
Cardinal )L Edge Spacer
KhMKtlNL& It31 Krl-UKIO: --Of [[,WOO a aaru
2.000'
$7s r--
STRUCTURAL 1.s4r
OBUMEN 1/4' NOM. � 2.°�-
WITH
WRH DESICCANT
EXT. GLAss � 4SG ITPS CE � zeta• .tier
.0sa•
.062• 2.428' Z124•
7s2r
INT. GLASS
.062' D62'
.6s6'—�-II--
ALUMINUM 1O FRAME HEAD OFRAME SILL OSILL ADAPTER O FRAME JAMB (FIXED)
REINFORCEMENT 6063-TCALULIINUM 60WMALUMNUM 8053-76ALWANJU 6063-T6ALUMNUM
5/i6"NOM. 1.542• t6sY
BUTYL 8
DESICCANT Vt
FOAM DU RASEAL� _
Exr. GLAss 61 SPACER 002 °�
062' —� .926•
�• � tss2• ff—T
2$10'os3INT. GLASS��1.06rA62• �{LHOT-MELT BUTYL OFRAMEFRAME JAMB (OPERAaLE) FlXED MEtTNG RAIL Oi HD FlX® wEnNG RAIL OB SASH TOP 8 BOTTOM RAIL
STRUCTURAL 6083-TSALUMINUM
SILICONE 6063i-TS ALUMINUM 606}TSALUMNUM 6°63-T6 ALUMINUM
FOAM 3116' NOM. { WITH I~ 1$16. 7.746' —►I
DESICCANT
SUPER °�' e62'
EXT. GLASS 62 SPACER@ NXT"'I U.
1.asr
062 1
INT. GLASS �
8
e059-T8A UMINUM I' 60°3-Te ALUMNUMR 72 bO�Te AFL w1MR0EMENT
POLYISO- DESICCANT FILL AREA
BU NE
SELL 5116' NOM. T— I �•+ leer
SILICONE SEAL 781• .04f==V 1 I oso•
ROLL -FORMED � �Tr
STAINLESS STEEL XL EDGE' 1 .050'
83 SPACER 13 SASH STOP O ADDON FLANGE PRODUCT REVISED
Fi(T'GLA`5'S 6063-TS ALUMINUM 0063.1`6ALUNNUM mComplying %'khdm F0da
Building Code o& /�
1/111111 I1 r1 AcceptanceM IG-.02
N N 1, Reviled Ry: Dote: Revielon: E- rat DaC 2
o,,...... yM�
L,ICENS ! JR 05/05/16 B)ADDED SPACERS iiy
INT. GLASS P '' :�� ' Milm
Q' •.,.A �� Rerleed W. Vote: Re ie-
* : No, 58705
'O — ® Description: D-- ay:
:goo • s D i6: �BOM 8r PART DETAILS J ROSOWSKI
�(� ••-'IoRlOp,._•-��1 1070 TECHNOLOGY DRIVE Otfe: Data
1s`JS7 NAL G\�\` N. POIDBoz ,5 9275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
'' ,JO I111110%, \ NOKOMIS,' FL 34274 Sedeo/Modd: Scale: Sheet D-19 No. Rer.
A. L FAA 8 E05, P.E.CERT. OF A11711. g29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
a
BCIS Hom i Log In 1 User Registration
j Hot Topics i Submit Surcharge I Stats & Facts
i Publications ' FBC Staff BCIS Site Map Links i Search
Florida
P
21 Product Approval
USER: Public User
a m W.,
Product Approval Menu > Product or Application Search > Application List > Application Detail
ka
FL #
F11 31-R12mom
X
(C (0 Py
Application Type
Revision
Code Version
201
Application Status
Appro ed
*Approved by DBPR.
Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer GT Indust d—ss—
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Ekterior Doors
Subcategory
Swinging ExGerior;,�Door_•Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency
Keystone Certifications, Inc.
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Standard
Year
AAMA 450
2010
AAMA/WDMA/CSA 101/I.S.2/A440
2008
ASTM E-1886
2005
ASTM E-1996
2009
ASTM E-1996
2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
• Date Submitted 06/08/2017
Date Validated 06/09/2017
Date Pending FBC Approval
Date Approved 06/14/2017
Date Revised 11/07/2017
Summary of Products
FL
Model, Number or Name
Description
3.3311 1
CD?— 9Q
Aluminum Hinged Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL331 R12 C CAC FD-290 Certification.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/21/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design
FL331 R12 11 FD-290.Ddf
pressure, size and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R12 AE FD-290 Evaluation.odf
Created by Independent Third Party: No
331.2
FD-5455
Vinyl French Door & Sidelite/Transom
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL331 R12 C CAC Certification FD 5455.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/21/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design
FL331 R12 II FD-455.Ddf
pressure, size and anchorage information. Also known as the
Verified By: A. Lynn Miller, P.E. 58705
455 Series.
Created by Independent Third Party: No
Evaluation Reports
FL331 R12 AE FD-455 Evaluation odf
Created by Independent Third Party: No
331.3
FD-5555
Vinyl French Door & Sidelite/Transom
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL331 R12 C CAC Certification FD 5555.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/21/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design
FL331 R12 11 FD-555.1)df
pressure, size and anchorage information. Also known as the
Verified By: A. Lynn Miller, P.E. 58705
555 Series.
Created by Independent Third Party: No
Evaluation Reports
FL331 R12 AE FD-555 Evaluation.odf
Created by Independent Third Party: No
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Product Approval Accepts:
�' el:_
Credit Card
Safe
GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN
PRESSURES LISTED.
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. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR
GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE
BY OTHERS.
3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF
ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.
ANCHOR LOCATIONS & SPACING
37-3/8" OVERALL MAX.
36" BUCK MAX. (Z-BAR)
73-3/8" OVERALL MAX,
�- 72" BUCK MAX. (Z-BAR)
—�
--�
E
TTSH
OR PW
80-11/16"
27-112"
INSERT
20" MAX,
OVERALL
MAX.
MAX.
o SEE 80" BUCK
NOTE MAX
{} A (Z-BAR)
21" MAX
5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS
APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS
SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS
SPECIFIED IN THE FLORIDA BUILDING CODE.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND
FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS
COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300.
8) THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A:
ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE
REQUIRED
9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3" OF THE
TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF
THE HANDLE
AND/OR
DEADBOLT.
TABLE 1:
Anchor Type
Substrate
Min. Edge
Dist
Min.
Embedment
012'Steei,SMS
Wood (Soulhem Pine)
9/15"
1J/8"
—Steel Stud Gr33
3W
.045 (18 GA)
AOR50-6m 6083T5T
Steel, A36
318'
vir "
1/4" Masonry
Anchor
Concrete
1"
1-3/8"
Hollow CMU
2-12"
1-1/4"
NOTE: FOR ALL METAL bUaSTRAI Eb, b4 EMtlEU ISRAune wn.a 111
BEYOND INSIDE FACE OF MATERIAL
TART F 9-
12-518"
MAX.
14-7/e" I _ 3-15/16"
MAX. f I_ MAX.
SINGLE''
13-1116"
}
�MAX.
T I -
SH OR PW
SH OR PW
80-11/16"
27-1/2"
INSERT
INSERT
OVERALL
MAX.
MAX.
0
80" BUCK
a
�
MAX
(Z-BAR)
V
12-5/a'
MAX.
1
3
MAX.
MAX. I
MAX.
6'-8" HI DOUBLE
(XX)
�37-3/8'
OVERALL MAX.
36" BUCK MAX. (Z-BAR)
73-3/8" OVERALL
72" BUCK
MAX.
MAX. (Z-BAR) �)
II
II
MAX.
MAX.
T
SH OR PW
} 96-11/16"
OVERALL
SH OR PW
SH OR PW
96-11/16'
INSERT
23-314" MAX. MAX,
INSERT
INSERT
OVERALL
MAX.
J_
12-114"
96MAX K
23-5/8"
MAX.
_ EE MAX. 23-5/8"
o SMAX.
o
(Z-BAR)
_ /
A NOTE 96"BUCK
00
(Z-BAR)
T—LI
"
18"
1-5/
MAX,
MAX.
�yI
— —�l
_'It
3 1
3 /16
kj
MAX.
M5AX. MAX.
I
f MAX.
MAX.
6-O' HI SINGLE(X)
9-0" HI
DOUBLE (XX)
AsTestad Configurations
Max. Nom.
Stze (m)
Configuration
Swing
Direction
Frame Type
SRI Type
DP
(PSF)
Certification
Number
Glass
zCr:IS 8Uie
V)o9le (A'1111
CO"ut=`swing'�
FZ7 -9A a—xs•
.R111i9W-(6U_ Wrr)2_n
'+1=50-
r 19D-789, 791
36x96
Single(X)
OutsNing
Zbar/Box
Medium(bumper)
+/-35
190-792
Min. 1/8"
Temp.,
72x96
Doubt. (I
Out -swing
Z-barBox
Medium (bumper)
+/-35
36x98
Single(X)
Outfln-swing
ZbarBox
Low (saddle)
+/-35•
793 794
Mono. or I.G.
72x96
Double M
Out/In-swing
I Z barMOx
Law (saddle)
+/- 35•
"Umited Water (Water Infiltration Tested at 0 psQ.
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CABANA DOOR INSTALLATION
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FLCERT.OFAUTH.:29296
A. Lynn Miser. P.E.
sreexem
P.E. 4M705
CD-290
NTS
1 of 3
1093011JR
INSTALLATION WITH BOX FRAME
EDGE
DISTANCE OPTIONAL OPTIONAL
EDGE SU TgA SUBSTRATE OUT -SWING SHOWN SINGLE HUNG
INSERT
DISTANCE i SHOWN
'r Psustir(jA E EMBEDMENT j
EMBEDMENT + 1X
f— WOOD
SHIM SHIM
INSTALLATION NOTES:
OPTIONAL OPTIONAL 1) SEE SHEET 1 FOR SPACING /
OUT -SWING IN -SWING REQUIREMENTS.
SHOWN SHOWN I Q BOX FRAME,
2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION
AND SUBSTRATE REQUIREMENTS. n (DIRECTLY TO SUBSTRATE)
3) MAX. SHIM THICKNESS TO BE 1W. V
(� 4) FOR HARDWARE DETAILS, SEE SUBSTRATE
EXTERIOR EXTERIOR SHEET 3. SHIM n
OPTIONAL
FIXED LIGHT
INSERT
SHOWN
BOX FRAME,
HEAD INSTALLATION
(DIRECTLY TO SUBSTRATE)
OPTIONAL
FIXED UGHT
INSERT
SHOWN
EXTERIOR
OPTIONAL
SADDLE ^�
THRESHOLD II II SHOWN to 6'I
OPTIONAL
FIXED LIGHT
INSERT
SHOWN
BOX FRAME,
OPTIONAL
HEAD INSTALLATION
SINGLE HUNG
(USING 1X WOODBUCK)
INSERT
SHOWN
OPTIONALo.00�oo'oo'oo'o
KICKPLATE
SHOWN
000
o'0000INSERT
°oo
u°o°°
EXTERIOR
EXTERIOR
OPTIONAL
OPTIONAL 2"
1-7/16"
BUMPER
BUMPER
THRESHOLD
THRESHOLD
II SHOWN
SHOWN
1X ul"u w- JAMB INSTALLATION
EXTERIOR WOOD IN -SWING
SHOWN (USING I WOODBUCK)
J.
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INSERT
SHOWN
OPTIONAL
.0;II�II'7���
ADJUSTABLE-0.1,.
��in. �••
IUG SWEEP
(SADDLE
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ONLY)C.rti!:19
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f070 TECHNOLO0Y DRIVE
NOKOMIS, FL 34275
FLCERT. OF AUTM.:28290
>a
CABANA DOOR INSTALLATION
2FRAME.
SILL INSTALLATIONS
A. Lynn Miller, P.E.
#58705
a�w1.e
CD-290
am:
NTS
e+.x
2 of 3
m.ora
DM"VW
1093011JR
a..-
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INSTALLATION WITH Z-BAR FRAME
EDGE
_
DISTANCE
EDGE
DISTANCE
I
—�
SU T
E EMBEDMENT
/
EMBEDMENT
SHIM l
OPTIONAL
OPTIONAL
OUT -SWING
IN -SWING e
SHOWN
SHOWN
<
a
EXTERIOR
EXTERIOR
1X
WOOD
SHIM
TAR[ F a- HARnWARF IAl I FRAME TYPFSI
Part#
Description
7CDSP
Lock Stdke Plate
BFLATM
Striker Backing Plate
7CDSPD8
Dead001t Strike Plate
7851WL4
N8J2 x .375 Ph. FI. S.S.
4U9tOK
Lock Support Aasy.
7634FW
06 x .750 Ph. FL SMS
7CDSP
Lock Strike Plat (Acew Sleb)
6FLATM
Stoker Beoxing Plate (Aeft Slob)
7CDSPDB
Deadboll Stdke Plate (Active Slab)
78518X5
f8.32 x .375 Ph. Fl. S.S. (Active Slab)
SCDFW W
rain Fearn Insert .3 318-
7DEAD
DeadboWKnob (Active)
7KNOBO
Knob Set precllw)
7CDKL0K8
DcadboltlKnob -M Md Braes(Ad iw)
7DBLK8
Double LAckset
69333W
Hinge
41704
liinge Pin Cap
417DS
l9nge Pin Bushing
7)00tOM
Mop Pin
7VT45
Hoye Fiwt
7834FPTW
N x.750 Ph. FLTEK SMS
OPTIONAL
OPTIONAL
—
FIXED LIGHT
T
FLIGHT
INSERT
INSERT
SHOWN
SHOWN
Z-BAR FRAME,
Z-BAR FRAME,
OPTIONAL
HEAD INSTALLATION
HEAD INSTALLATION
SINGLE HUNG
(DIRECTLY TO SUBSTRATE)
(USING 1X WOODBUCK)
INSERT
SHOWN
OPTIONAL
FIXED LIGHT
INSERT
SHOWN
EXTERIOR
OPTIONAL
SADDLE
THRESHOLD
SHOWN
OPTIONA
KICKPLAT
INSERT
SHOWN
EXTERI
OPTIONAL
1-7/16"
BUMPER
THRESHOL
SHOWN
EXTERIOR
OPTIONAL 2"
BUMPER
THRESHOLD
SHOWN
Z-BAR FRAME,
SILL INSTALLATIONS
SUBSTRATE SHIM
OPTIONAL
OUT -SWING
SHOWN
EXTERIOR
Cr IGCTRATC 1X
Z-BAR FRAME —
JAMB INSTALLATION
(DIRECTLY TO SUBSTRATE)
OPTIONAL
SINGLE HUNG
INSERT
SHOWN
EXTERIOR Z-BAR FRAME, Uv I IUNAL
OPTIONAL JAMB INSTALLATION FIXED LIGHT
IN -SWING (USING 1X WOODBUCK) INSERT
SHOWN I SHOWN
INSTALLATION NOTES: 'r: • �,t_, i:,y-;�.
1)SEESHEET 1 FOR SPACING REQUIREMENTS.
2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4. .... •• .` .•.
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FL CERT. OF AUTH.: 29298 CABANA DOOR INSTALLATION
A. Lynn Mitler, P.E. er`.m.•CO�S 3 3 10930E-1JRP.E.#58705 .9n°.