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ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF Raf
Code Version
111112014
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
THESE PLANS AIdD ALL PROPOSED WORK
Product Manufacturer j PGT In ustrle ARE SUBJECT TO ANY CORRECTIONS
Address/Phone/Email 1070 Technology Drive
North Venice, I'L
(941) 486-0100 3E t722318 REQUIRED BY HELD INSP�ECTOR�So 7THAT
druark@pgtindustries.com :l-; �:'4T-1Y F9� jt C� ���a-e��' `IL �:����!l• ! R4,':�s.�
Authorized Signature ]ens Rosowski v
t®F9IjLHAfiH.L CODES.''
jrosowski@pgtindustries.com.
Technical Representative
Address/Phone/Email
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
]ens Rosowski
1070 Technology Drive
Nokomis, FL 34275 J
roso 486-01ti Ext 21140
es.com � D`
jrosowski@pgtindus[ries.com�+ `
i9 i. AFTCf. COITTN!7" y UE!Jp,T1?g c �S.tvl°t
t% F71TTF V,'Esj ry lNiPa �.jlS -.
RE"J
DAZE 3
windows P � NI S' ' PET;�MI y 1NRUST EE KEPT ON JOB
Ho l ntal Slider 01- NO' —INSPECTION WILL, EE ftL-0f &
Certifcation Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201, 202, 203
Method 1 Option A
09/07/2016
10/17/2016
10/17/2016
Year
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DG... 8/4/2017
Florida Building Code Online, Page 2 of 3
Summary of Products
FL #
Model, Number or Name
Description
242.1
jHR - 210 (Non -Impact)
Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
�L24. 2 R?,_C CAC
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2022
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL2.42 R21 TI 16-062.9.02.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
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 1
CertifiL242cation Agency Certificate
Approved for use in HVHZ: Yet
FR21. C CAC 15-0612.14.pdf I
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 Acceptance (NOA)
FL242 FZ21 Il 15-0612.14.pdf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
•
Created by Independent Third Party:
242.3 JHR - 610 (Non -Impact)
WinGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R21 C CAC 16-0714.14.1)df
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 Acceptance (NOA)
FL242 R21 II 16-0714.14.pdf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.4 'R7107(4m'pa. t)
WinGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0714.13.1)df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/21/2021
Design Pressure: N/A
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
Installatio Instructions
Fli242 R,2Q TI 16'•i)7.14.13 7
for product performance Information, anchorage details, and anchor
V 'fiedta7. - iami=Dade BCGO E
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.5 JHR - 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.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 Acceptance (NOA)
FL242 R21 11 16-0714,10.1)df
for product performance informaton, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.6 jHR - 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 Acceptance (NOA)
FL242 R21 1I 16-0714.15.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.7 HR-2710M (Impact)
2LT HR-2710M PVC Horizontal Rolling Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 15-0528.23 M.pdf
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 Acceptance (NOA)
FL242 R21 IT 15-0528.23 M.pdf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information. (2-11te XX only)
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 MT.pdf
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 Acceptance (NOA)
FL242 R21 H 13-1125.03 Ml.pdf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information. (2-lite XX & 3-lite XOX)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.9 HR-5410 (Non -Impact)
Vinyl Horizontal Roller Window
Limits of Use 1
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
http://www.floridabuilding. org/pr/pr_app_dtl. aspx9param=wGEVXQwtDquUsDrhuM3 DG... 8/4/2017
Florida Building Code Online, Page 3 of 3
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Date County Notice of Acceptance (NOA)
FL242 R21 IT I6-0714.1E>.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
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.odf
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 Acceptance (NOA)
FL242 R21 IT 16-0714.17.Ddf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.11 jSGD - 770 Window (Impact)
Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
ELI I _GGZ9.DI-P.If
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 Acceptance (NOA)
FI;?42 R21 IT I1i-0629.09.ndf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
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
F1.242 R21 C CAC 15-0609.09 WDW.pdf
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 Acceptance (NOA)
FL242 R21 IT 15-0f,09.09 WDW.pdf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.13 SGI15-5570 Window (Impact)
Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R21 C CAC 16-0505.01.0df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/04/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL242 R21 II 16-0505,01.Ddf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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
mall 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
emails 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:
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Credit Card
Safe
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D G... 8/4/2017
MIAMI•DADE MIAMI-DADE COUNTY
e 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) vvww.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation sybmitted 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 "HR-2+10" ail"Sminum Horizontal Rolling Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision'B dated 05/05/15, 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.
1N 0 No. 116=0629.02
_xptiration Date: Aprd 5, 2022
Approval Date: August 04, 201�'
Page l
PGT Industries, Inc.
NOTICE OTi 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 scaled 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 dra�.vings 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 11/16/15,
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'h Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
(Submitted under previous 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.11-120L 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, E.
Product Control Ex ner
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-DADE 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- THICKARE 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) ANCHOR EMBEDMENT TO BASITMATERIAL 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 SEALINGfFLASHING 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
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. 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 1/3% 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 & 6558; ELCO ULTRACON
NOA; ELCO CRETEFLEX NOA; ANSVAF&PA 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
eANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
• AISI-S100-07/S2-2010
HE
— 120• WIDTH
119" BUCK WIDTH
B SHEETS
r 5&6
I
A
-_
V56-7/8'
_—
------------
3"
58-1/6'BHT
FIXED
VISIBLELIGHT
62'
LIGHT
BUCK
HEIGHT
26-9116'
SASH
VISIBLE
56-3116" FIXED
VISIBLE LIGHT
LIGHT
'
-
ALWAYS SEE NOTE P,
REQUIRED THIS SHEET
@ CORNERS
SEE NOTES B & C.
THIS SHEET
B
3'
TYP. XOX
(1/4-1/2-1/4) ELEVATION
74' WIDTH
73" BUCK WIDTH
r�B SHEETS
TABLE 1:
G
2'
BHT
71_
BUCK
HEIGHT
65-718"
SASH
VISIBLE
LIGHT
_ _
I
I /
I 67-1/8"
FIXED
VISIBLE
I LIGHT
33.9/1 fi'
33.9/16'
SASH
FIXED
VISIBLE
LIGHT
VISIBLE
I LIGHT
-i SHEETS
C 5&6
A SHEETS
5&6
I
HE
90" WIDTH
89• BUCK WIDTH �{
SHEETS
I�Bsas
-------
263/B' I
_ _—_
FIXED
A
VISIBLE
LIGHT
3'
GHT
62"
S6-718'
SASH
VISIBLE
LIGHT
"`711///
58-1/8"
FIXED
VISIBLE
LIGHT
i
/
BUCK
HEIGHT
ps.7ry8-
SASH
VISIBLE
LIGHT
_
I
A SHEETS
5&6
—�-{ I-►— 3-3/16- ALWAYS SEE NOTE A, I 3-3/16'
REQUIRED THIS SHEET 3"
@ CORNERS SEE NOTES
B & C. THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
Anchor
Substrate
Min. Edge
Min.
Group
Distance
Embedment
A
1/4' Steel
Hollow Block, (ASTM C90)
2-1/2"
1-1/4'
_UltLaoon _
R12 Sjto—el�PiP.T.
Southern Pine (SG = .55)
9/16"
1-3l8"
�� A36Steel,.125"min
318"
Min. of 3 threads
S S (
B
12 V
653 tud, Gri33a0:0�mins(2, Ga)m
T3/B_
beyond-metSM
Aluminum, 6063Y5, 125�t��
(�3f ao�
substrate
1T4' S ee i
Concrete (mifi2:9'ksq
Ultracon
Grouted -filled Block, (ASTM C90)
2-1/2"
1-314"
C
1/4" 410 SS
Concrete (min. 3.4 ksi)
1"
1-314"
CreteFlex
Hollow Block, (ASTM C90)
1-W
1-1/4'
ALWAYS 3' --13 3-3/16-
REQUIRED SEE NOTE D. THIS SHEET
@ CORNERS
IWWI ?XOELE-UA�T110N(�QXSIM.)
,
......., 'h '
� C� .•'� LtCEN� / ':
Q, '•:tom
GENERAL NOTES ............................ 1
1
ELEVATIONS ....................................
ANCHOR SPECIFICATIONS............1
_ '* No. 58705 '.
ANCHOR SPACINGlQUANTITIES... 2
DESIGN PRESSURES, XO/OX........ 3
DESIGN PRESSURES, XOX............ 4
STD MR 5
.
_-
-
��;tN b 10
INSTALLATION, .................
TALLATIONHD
MR
E 1j;`
4c,:
�i<s '..ZORIDA
GLAZING DETAILS. ................. 7
.•••'
�'�S�DIVAL
CORNERASSEMBLY ...................... 7
ENG•�•
��//1111111111
EXTRUSION PROFILES .................. B
PARTS LIST ..................................... 8
A. LYNN MILLER. P.E.
P.E.r156705
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS, SHEET 7 OF 8):
A. REQUIRED IF WINDOW WIDTH IS OVER 67'.
B. REQUIRED IF WINDOW WIDTH IS OVER 45' AND UP TO 67.
C. REQUIRED IF WINDOW WIDTH IS OVER 89'.
D. REQUIRED IF WINDOW WIDTH IS OVER 45'.
PRODUCT REVISED
complying with the Florida
Build'mg Code 16-0629.02
Aazptmx hb n
'wion Date
Revised 8Y: Date: Revision:
JR
05/05/16
B)ADDEDSPACERSTO
SHEET 8.
ey
Miamf dePr -Caro!
Revised BY
Data:
Revision•.
®
Desaip5on:
Dmrn liy:
GENERAL NOTES & ELEVATION
J ROSOWSKI
1070 TECHNOLOGY DRIVE
T/Ue:
Oat.
N. VENICE. FL 34275
HORIZONTAL ROLLER WINDOW DETAILS
12/01/11
P.O. BOX 1529
NOKOMIS. FL a4274
Series/Nadel: Seale:
SMet:
Drmdng No.
Rsr.
CERT. OF AUTH. #29296
HR-2101
NTS
1 1 OF 8
MD-HR210-01
6
AT 1 ANCHOR AT
CORNER
6' MAX.
MIN. OR
MIN.3 ANCHORS IN
ANCHORS IN JAMBFOR
JAMB FOR 17" MAX. O.C. FOR TO 44-, I UP
WINDOWS UP WINDOWS UP TO 63' TO CH MINA
TO 44", MIN.4 TALL, 20- MAX O.C. ANCHORS IN
ANCHORS IN FOR WINDOWS OVER 63" JAMB FOR
JAMB FOR WINDOWS
WINDOWS OVER 44'
OVER 44'
'a I
6" MAX. —
6" MAX
6- MAX, —� )+- 6' MAX. FROM
�►- CENTER OF
MEETING RAIL (X2)
AN-* CH E�F�OR�ALL XO/.OX CONFrIORMEWHONSMU"
low-
f
1
'
1ANCHORON
ANCHOR
1ANCHORON
EACH SIDE OF
1 ANCHOR AT
AT
EACH SIDE OF
1 ANCHOR AT
THE MEETING
CORNER RAIL
FIXED
LITE
THE MEETING I
RAIL CORNER +
MIN.3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44'. MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
-
W MAX
j
1T M
6' MAX
6" MAX 6 MAX. FROM
MEETING RAIL (X2)
ANCHORAGE FOR ALL XOX (113-1/3-1/3) CONFIGURATIONS
x
SEE TABLE 2,
1 ANCHOR ON
THIS SHEET, FOR
1 ANCHOR ON
EACH SIDE OF
ANCHOR
EACH SIDE OF
THE MEETING
QUANTITIES
THE MEETING
RAIL-----------�
RAIL
1 ANCHOR AT
CORNER
6' MAX
I
10C
7
a
,----------.
6' MAX
I
22-3/4' 1 ,
.y.l �. - i-
MEETING RAIL (X2) MAX- U.cl
ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS
TART F 2-
FRAME
TYPE
FRAME
WIDTH
FRAMEAJEIGHT
3me.
44" ®IIIIIIiIII115G3/6M
63"
ANCHOR GROUP
ANCHOR GROUP
-ANCHOR
G
O P
ANCHOR GROUP
A
B
C
A
B
C
A
B
C
A
B
C
53-116"
1
1
1
1
1
1
1
1
1
1
1
1
74"
2
2
1
1
2
1
1
1
t
1
1
1
STANDARD
85"
2
2
2
2
2
1
1
2
1
1
1
1
MEETING
RAIL
97'
2
3
2
2
2
2
2
2
1
1
1
1
'Iff
3
3
2
2
3
2
2
2
2
1
2
1
t2O�
3
3
3
3
3
2
_2-
-2,,,
j(2
2
1
5,"1!6"
74"
1
2
1
2
1
1
1
2
1 •,�
1
E�
�2
L�
-2
E1i
1
;i 1
1
1
1
1
1
IEEJT�
SS"
2
2
2
2
2
2
2
1
97"
2
3
t12
3
2
2
2
2
2
109"
3
3
3
3
�33
2
2
2
2
x0, Ox & x0x
EGRESS HEIGHT: (WH-4.5/8
XO & OX:
EGRESS WIDTH: (WW/2-3-1/2)
XOX(1/4-1/2-1l4):
EGRESSWIDTH: (WW/4-2-06)
XOX (1/3.1/3-1/3):
EGRESS WIDTH: (WW/3-6)
X.
XO, OX & XOX:
SASH VISIBLE LIGHT HEIGHT: (WH-6-1/8)
FIXED VISIBLE LIGHT HEIGHT: WH-4-7/8x0 & OK
SASH & FIXED VISIBLE LIGHT WIDTH: (WWl2 -3-7H6XOX(1/4-12.1/4): .
SASH VISIBLE LIGHT WIDTH: (WW/4-3-7/16)
FIXED VISIBLE LIGHT WIDTH: (WW2-3-13/16)
XOX (1/3-1/3-1l3):SASH & FIXED VISIBLE LIGHT WIDTH: (WW/3-3-9116)
120" 3 4 4 3 3 2 2 2 PRODUCTREVISED
SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as complying with the Florida
Building Code
Acceptsoco No l6-O
Ezpim ';Cate 2
_ Revised Sr. Dote: Revision:
' By
M' Dade Pro&&t
Revised Sy: Date: Rw,Wom
v, �—
® Description: Divrn By.
ANCHOR SPACING & QUANTITIES J ROSOWSKI
1070 TECHNOLOGY DRIVE Title:
.... N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
. ' NOKOMIS, FL 34274 Series/Model: Scale: SheeC Ormving Nx Rev.
A. LYNN MILLER, P.E. CERT OF AUMH #29296 HR-210 NTS 2 OF 8 MD-HR210-01 B
P.E.1158705
Xo OR OX
CONFIGURATIONS
MAXIMUM DESIGN PRESSURE RATING (psfl
STANDARD MEETING RAIL
HEAVY DUTY MEETING RAIL
FRAME
WIDTH
GLASS
TYPE
FRAME HEIGHT
FRAME HEIGHT
383/15"
44"
505/8"
63"
383/8"
44"
50518"
63"
72"
Glassd&3
+55.0/-90.0
+55.01-90.0
+55.0! 86.9
+55.0/ 67.9
+55.01-90.0
+55.0%90.0
+55.0/ 86.9
+55.0/37.9
WA
26-1/2"
Glass 2+55.0/-90.0
+55.01-90.0
+55.0130.0
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
Glass 4+55.0/-90.0
+55.0/50.0
+55.0/-00.0
+55.01-90.0
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0150.0
+55.01-90.0
Glass+55.01-73.5
+55.0/31.2
+55.0/56.0
+49.7/-49.7
+55.01-73.5
+55.0/51.2
+55.0/-56.0
+49.71-49.7
WA
.27"
Glass 2+55.0/-90.0
+55.0/-90.0
+55.01-87.2
+55.0/-67.2
+55.0/-90.0
+65.0/-90.0
+55.0/-90.0
+55.0/30.0
+55.0/-77.9
,Glass 4+55.01-90.0
+55.01-90.0
+55.01-90.0
+55.01-84.0
+55.0/30.0
+55.0/50.0
+55.01-90.0
+55.0/-90.0
+55.01-78.1
Glass 1
+55.0/57.5
+53.7153.7
+44.61-44.6
+35.5135.5
+55.0/57.5
+53.7/•53.7
+44.6/-44.6
+35.5/35.5
WA
Glass 2
+55.0/-90.0
+55.0/50.0
+55.0/-75.0
+55.0/57.1
+55.0/-90.0
+55.0/50.0
+55.0/-89.2
+55.01-77.2
+55.0/-65.8
45'
Glass 3
+55.0/-90.0
+55.0/-90.0
+55.01-75.0
+55.0/57.1
+55.0/30.0
+55.01-90.0
+55.0/-80.3
+55.0/-63.9
+55.0/-57.1
Glass 4 & 5
+55.01-90.0
+55.0/50.0
+55.0/30.0
+55.01-71.4
+55.0/-0.0
+55.0/-90.0
+55.0/-90.0
+55.01-77.4
+55.0/ 66.0
Glass 1
+55.01-66.0
+53.1/53.1
+43.6/-43.6
+32.3/-32.3
+55.0/-66.0
+53.1153.1
+43.61-43.6
+32.3132.3
WA
gkGlasst'2rj
+55.01-90.0
+55.0/-85.1ti
+P5K0/`701A
053.4/-53.4
+55.0/50.0
+55.01.88.9
+55.0/-79.9
+55.0/58.0
+55.01-61.3
49'
aGlass=3`�
+55.0/-90.0
+55.0/35.1
+55 6f 10`5"`+53.4/53.4
+55.0/50.0
+55.0/-90.0
+55.01-78.5
+55.0158.1
+50.6150.6
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0/-8B.1
+55.01-66.7
+55.01-90.0
1 +55.0/30.0
+55.01-90.0
+55.0/ 72.3
+55.0/-61.5
Glass 1
+55.0/-63.7
+52.4/52.4
+43.51-43.5
+31.21-31.2
+55.0/53.7
+52.4/52.4
+43.51-43.5
+31.2/31.2
WA
Glass 2
+55.01-90.0
+55.0/-81.0
+55.0/56.7
+50.2/50.2
+55.0/50.0
+55.0/35.0
+55.01-73.8
+55.0159.4
+54.0/54.0
53-118"
Glass 3
+55.0/-90.0
+55.0/31.0
+55.0/56.7
+60.2/50.2
+55.0/50.0
+55.0/50.0
+55.01-78.3
+55.0156.2
+46.8/-46.8
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-83.4
+55.0/52.7
+55.01-90.0
+55.01-90.0
+55.01-90.0
+55.0/58.0
+55.0/-57.4
Glass 1
+55.0/-59.2
+50.4150.4
+42.8142.8
+31.8131.8
+55.01-59.2
+50.4/50.4
+42.81-42.8
+31.8131.8
WA
Glass 2
+55.0/-89.2
+55.01-75.1
+55.01-61.1
+45.4/-45.4
+55.0/39.2
+55.01-79.3
+55.0/-67.2
+51.0/51.0
+44.0/-44.0
61"
Glass 3
+55.0/-90.0
+55.01-75.1
+55.0151.1
+45.41-45.4
+55.01-90.0
+55.0/50.0
+55.0/-77.0
+55.0157.2
+46.4/46.4
Glass 4 & 5
+55.0/-90.0
+55.0/30.0
+55.0/-76.4
+55.0156.7
+55.0/-90.0
+55.01-90.0
+55.0l-82.9
+55.01-61.5
+51.8/51.8
Glass 1
+55.0/56.3
+48.5/-48.5
+41.61-41.6
+32.0132.0
+55.0/56.3
+48.5/-48.5
+41.6141.6
+32.0132.0
WA
Glass 2
+55.0/-79.7
+55.0/-72.5
+55.0158.5
+43.0/•43.0
+55.0/-79.7
+55.01-77.1
+55.01-65.2
+49.31-49.3
+41.2141.2
66"
Glass 3
+55.0/-79.7
+55.01-72.5
+55.0/58.5
+43.0/43.0
+55.01-79.7
+55.01-79.7
+55.01-74.9
+55.0157.6
+47.0/47.0
Glass 4 & 5
+55.0/-79-7
+55.0/ 79.7
+55.01-73.1
+53.8153.8
+55.0/-79.7
+55.01-79.7
+55.01-79.3
+55.0158.3
+48.9/48.9
Glass 1
+51.1/51.1
+44.2/-04.2
+38.9138.9
+30.0/30.0
+51.1/-51.1
+44.2/-44,2
+38.9138.9
+30.0/30.0
WA
Glass 2
+55.0/53.5
+55.0/53.5
+55.0/55.3
+40.0/-40.0
+55.0/-63.5
+55.0/53.5
+55.01-62.0
+47.91-47.9
+39.8/39.8
74"
Glass 3
+55.0/53.5
+55.01.63.5
+55.0155.3
+40.0/40.0
+55.01.63.5
+55.0/53.5
+55.01-63.5
+54.1/54.1
+45.0/-45.0
lass 4 G& 5
+55.0/-63.5
+55.0/-63.5
+55.0/53.5
+50.01-50.0
+55.0/53.5
+55.0/53.5
+55.0/53.5
+54.2154.2
+45.1/-45.1
TAR[ F 4-
Glass Types
1
118" Annealed
1/8" Tempered
2
mm Am[eaied
1/4" Alxiealed
•
3
1/8" Annealed-1/4" Aimpace•1/8" Annealed
3/16" Annealed3116" Airspace-1/B" Annealed
4
3/16" Tempered
1/4" Tempered
6
1/8" Tempered-1/4" Airspace-1/8" Tempered
3/16" Tempered-3/16" Airspace-1/8" Tempered
NOTES:
1) USE THIS TABLE FOR ALL XO/OX 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
PRODUCT REVISED
. mmptying with am Fhaids
"1dgCq44i1�2
32
0
m
O10
N
O
o
0
0
s—
O�
03
IL
'O
X
O
0
Z
OX
Q'
Z
�
W
J
Q
Z
o
Z
O
• N
0
Q_
G2
[y
m
ONWN
tD
N
o�xl�'
Z Li m.l,
�QO
ag
o
o
o=
�
U
A. LYNN MILLER, P.E.
REJt 58705
XOXCONFIGURATION
MAXIMUM DESIGN PRESSURE RATING (psf)
FRAME
WIDTH
GLASS
TYPE
STANDARD MEETING RAIL
HEAVY DUTY MEETING RAIL
FRAME HEIGHT
FRAME HEIGHT
38 3/8"
44"
50 5/8"
63"
44"
505/8"
63"
Glass 2 & 3
+55.01-90.0
+55.0/-90.0
+55.0/-76.3
+55.01-59.2
0
+55.01-90.0
+55.01-90.0
+55.0/-78.9
Z
49„
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0/-89.1
+55.0/59.1
0
+55.0/-90.0
+55.01-90.0
+55.0/-9D.0
Glass 2 & 3
+55.01-90.0
+55.01-84.7
+55.0/-71.4
+55.0155.1
N+55.01-90.0
0
+55.0/-90.0
+55.01-90.0
+55.0/-73.5
531/8"
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-83.2
+55.0/-64.3
0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
Glass 2 & 3
+55.01-90.0
+55.0/-76.3
+55.0/-63.9
+49.01-49.0
.0
+55.0/-90.0
+55.0/-85.1
+55.0/35 3061"
Glass 4 & 5
+55.0/-90.0
+55.01-89.0
+55.0/-74.5
+55.0/-57.1
.0
+55.01-90.0
+55.0/-90.0
+55.01-84.5
U
Glass 2 & 3
+55.0/-81.0
+55.01-66.8
+55.0/-55.3
+41.9/-01.9
+55.0/-90.0
+55.0/-88.9
+55.0/-73.7
+55.0/-55.8
74
Glass 4 & 5
+55.0/-90.0
+55.0/47.9
+55.0/-64.5
+48.8/-48.8
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+55.0/-72.2
Glass 2 & 3
+55.0/-75.6
+55.0/-61.5
+50.4/-50.4
+37.71-37.7
+55.0/-90.0
+55.01-81.8
+55.0/57.2
+50.3/-50.3
85"
Glass 4 & 5
+55.0/-88.2
+55.0/-71.7
+55.0/-58.8
+44.0/-44.0
+55.0/-90.0
+55.01-90.0
+55.01-86.9
+55.01-65.0
Glass 2 & 3
+55.01-73.8
+55.0/-59.6
+48.6/-48.6
+36.21-36.2
+55.0/-90.0
+55.01-79.5
+55.0/-64.8
+48.2148.2
90"
Glass 4 & 5
+55,0/$6.1
+55.0/-69.6
+55.01-56.7
+42.2/-42.2
+55.01-90.0
+55.0/-90.0
+55.0/-83.9
+55.0/32.4
Glass 2
+55.0/-90.0
+55.0/-79.5
+55.0/-66.4
+50.8/50.8
+55.0/-90.0
+55.01-85.0
+55.01-73.8
+55.01-59.4
53-1/8"
Glass 3
+55.0/-90.0
+55.(1/-79.5
+55..0/-66.4
+50.81-50.8
+55.0/-90.0
+55.01-90.0
+55.01-78.3
+55.0/56.2
Glass 4 & 5
+55.0/-9D.0
+55.01-90.0
+55.01-77.5
+55.01-59.2
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+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
+55.01-72.8
+55.0/52.0
+47.9147.9
0
74"
Glass 3
+55.0/-80.4
+55.0/-64.9
+52.91-52.9
+39.3/39.3
+55.0/-90.0
+55.01-79.6
+55.01-70.0
+52.51-52.5
F-
Glass 4 & 5
+55.0/-90.0
+55.0/-75.8
+55.0/-61.8
+45.9/-45.9
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-67.8
9
85"
Glass 2
+55.01-74.7
+55.0/-61.2
+49.11 49.1
+35.81-35.8
+55.0/-74.7
+55.01-67.2
+55.0158.9
+46.8/46.8
Glass 3
+55.0/-77.2
+55.0/-61.2
+49.1/-49.1
+35.8/-35.8
+55.0/-81.9
+55.0/-71.1
+55.0/52.8
+47.8/-47.8
U.
Glass 4 & 5
+55.0/-90.0
+55.0/-71.4
+55.0/-57.3
+41.8/-41.8
+55.0/-90.0
+55.01-90.0
+55.01-84.6
+55.0/51.8
L)
Glass 2
+55.0/55.3
+55.0/-58.8
+46.3/-46.3
+33.1/-33.1
+55.0/55.3
+55.01-60.0
+53.7153.7
+43.9143.9
97"
Glass 3
+55.0/-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
+44.2.2
w
Glass 4 & 5
+55.0/37.0
+55.0/58.6
+54.1/-54.1
+38.71-38.7
+55.0/-90.0
+55.0/-90.0
+55.01-79.9
+55.0/-57.1
Glass 2
+55.01-56.7
+53.4/-53.4
+44.7/-44.7
+31.2131.2
+55.0/-56.7
+53.4/-53.4
+48.41-48.4
1 +40.5/-40.5
g
109"
Glass 3
+55.01.64.8
+55.0/-55.8
+44,7/-44,7
+31.21-31.2
+55.0/-64.8
+55.01-55.8
+48.2/-48.2
+39.6/-39.6
Glass 4 & 5
+55.01-84.7
+55.0/56.5
+52.21-52.2
+35,41-36.4
+55.0/-90.0
+55.01-90.0
+55.0/-77.1
+53.8/53.8
Glass 2
+49.7/-49.7
+47.9/-47.9
+43.6/-43.6
+30.01-30.0
+49.7/-49.7
+47.91-47.9
+44.31- 4.3
+37.5/-37.5
12(Y"
Glass 3
+55.0/-57.6
+51.1/-51.1
+43.6/43.6
+30.0/-30.0
+55.0/-57.6
+51.11-51.1
+44.11-44.1
+35.8/35.8
Glass 4 & 5
+55.01-83.2
+55.01-65.0
+50.9/-50.9
+35.01-35.0
+55.0/-90.0
+55.0/-90.0
+55.0/-75.2
+51.7/51.7
TABLE 6:
Glass Types
2
3/16" Annealed
1/4" Annealed -
3
1/8" Annealed-1/4" Airspace-118" Annealed
3/16' Annealed-3116" Airspace-1/8" Annealed
4
3/16' Tempered
1/4" Tempered
5
118" Tempered-1/4" Airspace-1/e" Tempered
3116' Tempered-W16" 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(1/3-1/3-1/3)
� Ca
XOX(1/4-1/2-1/4)
PRODUCT REVISED
u mmplyin6 with the Florida
Buildin6 Code g
:�cceptmce No •OZ2
Ezpir�i nDme
By
M' Dnde
t
m
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8
U3
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s
a
LLJ
�
Lu
J
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h Z
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J
Q
a
Z
O
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S
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o�
O
N
CV
i �
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„0_
ti=
INSTALLATION OPTION 1 PERANCHOR CONCRETEICMU STANDARD MEETING RAIL 6 1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT TYP. ANCHOR TYPE, BUCKSTRIP, - CONCRETE
y EMBEDMENT AND EDGE SEE NOTE 2,
OPTIONAL 2X Vy00D DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. ° PER OR MU
80 ADDON 11 SEE TABLE 1, SHEET 1.
ANCHOR
FLANGE Q � 114" MAX REQUIRE -
HEAD, EDGE SHIM 23 93 30 90 10 MENT
SILL 8 JAMBS X
EMBED- DISTANCE X
� \\\
MENT =—__- ___44
SASH I Q
�.- I SASH II O VISIBLE
TYP. ANCHOR VISIBLE L ����111 LIGHT EDGE
1 TYPE, EMBEDMENT 57 LIGHT _ -_ -__- WIDTH a DISTANCE
- AND EDGE '� WIDTH u ;
DISTANCE PER FIXED 74
h I SUSTRATE, SEE 76 --
I VISIBLE _✓ �'
"jam' it Ij TABLE 1, SHEET 1. yy 24 LIGHT 70 5 1 ,I
II II 80 WIDTH • EMBED- \ ,f
II II II 21 STANDARD 6 EXTERIOR MEET NGRAIL 1X WOOD MENT
I i li it INSTALLATION MEETING RAIL BUCK
OPTION 2 _ INSTALLATION
FIXED
VISIBLE II jl j INSTALLATION OPTION 3
LIGHT II II II ANCHORS DIRECTLY BUCK WIDTH
TIP -TO -TIP WIDTH INSTALLATION
CHORS
HEIGHT II INTO MASONRY. THROU HXBUCKSTRP
SASH HORIZONTAL SECTION A -A INTO MASONRY.
TIP -TO -TIP III I I� VISIBLE
LIGHT { 1ht' MAX. SHIM
HEIGHT - II HEIGHT
III II II q 2X WOOD TYP. ANCHOR TYPE.
BUCK II II it #12 STEEL EMBEDMENT AND EDGE
HEIGHT �jl jl IIX SELF -DRILLING 10 X 11 DISTANCE PER SUBSTRATE,
I II II SMS (G5), SEE TABLE SEE TABLE 1, SHEET 1.
jl jl Ij 1, SHEET1.__-
24 IiI I
II II DADEAPPROVED
I II II 32 MULLION, ALUMINUM, O
L Ij I I 31 STEEL IL SASH VISIBLE
STUD. FRAMING
SUBSTRATE GHTWIDTH
•57 �I '�I PROPERTIES, TABLE 1,
4' CUT LENGTH SHEET 1.
12 @EACH
3
MEETINGRAIL
EXTERIOR
25 FIXED VISIBLE
INSTALLATION
fl
V
STANDARD LIGHT WIDTH
6
INSTALLATION
TYP.ANCHORTYPE,
OPTION
MEETING RAIL
OPTION
EMBEDMENT AND EDGE.
DISTANCE PERANCHORS
INSTALLATION
BU H
INSTALLATION
2
SUBSTRATE, SEE
r�
TIP-TO--TIPTIP WIDTH
ANCHORS INTO 2X
29
TABLE 1, SHEET 1.
DIRECTLY INTO
METAL.
WOOD.
HORIZONTAL SECTION C-C
X
y
BUCKSTKSTRIP,
NOTES:
PRODUCT REVISED
-
SEE NOTE 2,
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE
os complying with the Fbr61e
THIS SHEET.
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
Building Curie
Acceptmtm Plo:6-O6�.o7•
_
1/4"MAX SHIM
2) ALL WOOD BUCKS LESS THAN 1-1/2"
THICK ARE TO BE CONSIDERED 1X
•...
E i. ion Del. 2DZi.
By
- -
Revised By:
Dote:
Revision:
•
•'
INSTALLATIONS. lXWOOD BUCKS ARE
I:>_.;, -
plop
IXWOOD
-
CONCRETE PER
OPTIONAL. UNIT MAY BE INSTALLED
,_
-
BUCK
_ .
• •
ANCHOR
DIRECTLY TO SUBSTRATE. WOOD BUCKS
-
Revised W.
Dote'
ReWfon:
EXTERIOR
'
REQUIREMENT
DEPICTED AS 2X ARE 1-1f2' THICK OR
-
•
•1
GREATER. IX AND 2X BUCKS (WHEN
//;;
Drawn By:
°•
INSTALLATION
USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
lA
6
�f L6
®
Oescriplion:
INSTALLATION DETAILS, STD MR
J ROSOWSKI
OPTION 3
WOOD BUCK DESIGN AND INSTALLATION
THE RESPONSIBILITYORARCHECT THE
1 TECHNOLOGY
78a.
Date:
VERTICAL SECTION B-B
INSTAEATIONANCHORS
ENGINEIS
ENGINEER ORARCHITEcroFREcoRD.
N. VENICE, FL 3427070 5�
HORIZONTAL ROLLER WINDOW DETAILS
12/01/11
THROUGH 1X BUCKSTRIP
MAXIMUM SHIM THICKNESS TO BE tf4•.
_ �
P.O. BOX 1
INTO MASONRY.
�
342
NOKOMIS, FL 34274
SeHea/ModM: Scats Sheek
Ormr(ng No. Re,A.
-
LYNN MILLER, P.E.
CERT. OF AUTH. 029296
HR-210
NTS
5 OF 8
MD-HR210-01
B
P.E.# 58705
INSTALLATION OPTION 1 cPERANCHOR
PER ANCHOR
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT
OPTIONAL EDGE EMBEDMENT
BO ADDON 2X WOOD DISTANCE
FLANGE @ 1/4" MAX
HEAD, SHIM
SILL S JAMBS
EDGE
DISTANCE
EMBED-
MENT�+yw/+f+�y-
TYP. ANCHOR
•
1
TYPE, EMBEDMENT
,
-
AND EDGE
•.
,
f l jl
DISTANCE PEP
.
II 11
SUBSTRATE, SEE
TABLE 1, SHEET 1.
I �I
Ij
21
INSTALLATION
II II
II
OPTION 2
FIXED
Ij
INSTALLATION
VISIBLE
LIGHT
II II
II II
�I
ANCHORS DIRECTLY
HEIGHT
li li
it
INTO MASONRY.
TIP -TO -TIP
HEIGHT
BUCK O
HEIGHT
SASH
VISIBLE
i LIGHT
HEIGHT
HEAVY DUTY MEETING RAIL07
x
SASH
VISIBLE _
LIGHT
EXTERIOR
V
+— 1/4" MAX. SHIM
#12 STEEL
X SELF -DRILLING
SMS (135), SEE TABLE
1, SHEET 1.
DADE APPROVED
32 MULLION, ALUMINUM,
31 - STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE
4'CUT LENGTH PROPERTIES, TABLE I, u
12 Oa EACH SHEET 1.
MEETING RAIL ==zz EXTERIOR
INSTALLATION I�
TYP. ANCHORTYPE, OPTION V
EMBEDMENTAND EDGE INSTALLATION
DISTANCE PER ANCHORS
SUBSTRATE, SEE DIRECTLYINTO
TABLE 1, SHEET 1. METAL
lX WOOD 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
i/4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE WINDOW. r
1X WOOD
•. • •
2) ALL WOOD BUCKS LESS THAN 1-1/2- THICK
BUCK
,•
CONCRETE PER
`
ARE TO BE CONSIDERED IX INSTALLATIONS. IX
AN.
,"
`
WOOD BUCKS ARE OPTIONAL UNIT MAY BE
EXTERIOR
REQUIREMENT
•'
INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR
INSTALLATION
GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
OPTION 3
LOADS TO THE STRUCTURE. WOOD BUCK
VERTICAL SECTION B-B
INSTALLATION ANCHORS
DESIGN AND INSTALLATION IS THE
THROUGH IXBUCKSTRIP
RESPONSIBILITY OF THE ENGINEER OR
INTO MASONRY.
ARCHITECT OF RECORD. MAXIMUM SHIM
THICKNESS TO BE 1/4'.
1X WOOD
TYP. ANCHOR TYPE, BUCKSTRIP,
- 'CONCRETE
EMBEDMENT AND EDGE SEE NOTE 2,
DISTANCE PER SUBSTRATE, THIS SHEET.
OR CMU
PER
SEE TABLE 1, SHEET 1.
ANCHOR
REQUIRE-
MENT
x
SASH
VISIBLE
I
T
I
O
LIGHT
_
EDGE
____. ——
WIDTH
.. .�
DISTANCE
FIXED I
74
•
-
I 1
VISIBLE I
III'����
70
I —._✓�
LIGHT
WIDTH
5
EMBED-
i
BUUCKCK iX W
MENT
HEAVYDUTY
7
MEETING RAIL
HEAW DUTY
7
MEETING RAIL
INSTALLATION
BUCKWIDTH
—
OPTION
TIP -TO -TIP WIDTH
INSTALLATION ANCHORS
THROUGH IX BUCKSTRIP
HORIZONTAL SECTION A -A
INTO MASONRY.
2X WOOD TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
\\\ X I SEE TABLE 1, SHEET 1.
O
SASH VISIBLE �_ 11
LIGHT. WIDTH r, „�� --/_
25 j FIXED VISIBLE
LIGHT WIDTH INSTALLATION
HEAVYDUTY OPTION 1
MEETING RAIL 7 INSTALLATION
ANCHORS INTO 2X _ \
BUCK WIDTH WOOD. j
TIP -TO -TIP WIDTH
PRODUCT RSVISFD
HORIZONTAL SECTION C-C Odildi Cod. ilhfleFlorida
Building Code
Aocepm=No .OQ
. r .. Revised By. Dote: Revision:
0 Dale 02`L
_ By R'ct6Rt
Revised W. Dote: ReNs—
® Descdptlon: DmNn DY-
6 INSTALLATION DETAILS, HD MR J ROSOWSKI
1070 TECHNOLOGY DRIVE 77tle: Date:
N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS, FL 34274 Serim/A(adet: Scale: Sheet- Dm+irg No. RerB.
A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 HR-210 NTS 6 OF 8 MD-HR210-01
REJ 58705
A A SASH
CORNERS
ASSEMBLY DETAILS
1/8" ANNEALED OR PRODUCT REVISME
TEMPERED GLASS a+complying with tiw FWd"
ituilding Cod: h
gooAccepte_ No 9"
64 , e>pimtionDale 2pg2
.382' MIN. II 3v
GLASS BITE I! ;V,•;ami ede Prwhtcl (:oc
81
1/8" GLAZING DETAIL m
� a/16" ANNEALED OR 0 O
1/4" ANNEALED OR J u) 8 U
TEMPERED GLASS TEMPERED GLASS _ I 0 o' U) J
56 ICI 92 ; ; 55 III 91 0 Q W - it
W Q C
.382" MIN. III .382" MIN. N717
IIII Q
GLASS SITE IIII GLASS BITE IIII C o
61 0 00
81 Z O
0
3116" GLAZING DETAIL 114" GLAZING DETAIL 5 0 06 ~
m J ..U)
12" MIN. 0
GLASS STACK W a' H Z
1/4"AIRSPACE U) --I
118'ANNEALED OR _ U) Q
TEMPERED GLASS 1/8"ANNEALED OR o Q C)
TEMPERED GLASS E Z
o° o° W 0 CV
57 i. it 93
.382"MIN. 1 II " a0 •• 0 \t
GLASS BrrE II I�
II O SILL ADAPTER
ji—' 60-83,A v
II ® ON N m
1/2" I.G. GLAZING DETAIL;
3 1/4' AIRSPACE
3 Jo�xi''
ZWo.
12"MIN.
2 GLASS STACK u: s tt
Z
oZ C7
330" 3/16" AIRSPACE
250" 3/16' ANNEALED OR _
TEMPERED GLASS 1/8° ANNEALED OR _
Y.4151"TEMPERED GLASS57 194
-+- 1.200" -j 1.200°
/ .382° MIN.
WEEPHOLES GLASS BITE
I I
1.600' 81 _
WEEPHOLE DETAILS so s3
O SILL
SHOWN WITHOUT WEEPHOLE COVERS. 1/2" I.G. GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING '
3/16'AIRSPACE
A. LYNN MILLER; P.E.
P.�.f/ 58705
Item
Dwg #
Part # Description
Material
1
215B
6215W
Frame Head
6063-T6
2
264
6264W
Frame Sill
6063-TS
3
265
6265BW
Sill Adapter
6083-TS
4
218A
6218W
Frame Jamb (Fixed)
6063-TB
5
219
61088W
Frame Jamb (Operable)
6063-T5
6
220B
622OW
Fixed Meeting Rail
6063-T6
7
267
6267W
Heavy Duty Fixed Meeting Rail
6063-T6
8
223A
6223W
Sash Top & Bottom Rail
6063-TB
9
223A
6223W
Sash Bottom Rail
6063-TB
10
221B
6221BW
Sash Side Rail
6063-TS
11
222
6222W
Sash Meeting Ralf
6063-TS
12
270
627OW
Dogbone Reinforcement
6063-TB
13
2785
62785W
Sash Stop
6063-T5
20
4080
74080BK
Meeting Rail Sweep Latch Plug
Rigid PVC
21
242
421055W ISash
Top Guide (Anti -rack)
Rigid PVC
22
227
42114W
End Cap
Rigid PVC
23
1213
SQ200K
.190" X.2W' Q4on Wstp. (Frame)
Flex PVC 70
24
4066
64ONG
.187" X.230" Fin Wstp.
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
70200BK
Sash Gaskets
Polyethylene
29
7HRK11W
WeepholeCo%er
Plastic
30
1096
71D96W
Sweep Latch
Cast Zinc
31
225
42112N
Roller Housing & Guide
Vinyl
32
226
7BR'NHL2
Roller
Brass
40
1155
781POA
#8 X 1" QUAD Pn SMS
Steel
41
1155-1
781PQX
#8 X 1" Sq. Pn. SMS
410 SS
42
781PSTX
#8 X 1' Sq. Pn. Twin Fast SMS
410 SS
43
78X38PSA
#8 X.375' Sq. Pn. SMS
Steel
44
1016
7858WW
98 X.625' Ph. FI. SMS
Steel
50
1265-3
712653K
Setting Block 3/32" X 114" X 1"
EPDM
51
1267
71267N
I Setting Black 1/8" X 1/2" X 1"
EPDM
54
1625
61625W
1/8' Bead
Aluminum
55
2719
65016W
3116" Bead
Aluminum
56
1263
65133W
1/4' Bead
Aluminum
57
1253
6VT48w
I I.G. Bead
Rigid PVC
70
1014
61014FW
I Screen Frame
Aluminum
71
1631
47041W.
I Screen Comer Key No Ring
Vinyl
72
1 1630
47042W
Screen Comer Key with Ring
Vinyl
73
320
7320SPNG
Screen Spring
Spring Steel
74
1624
61624K
Screen Spline-.135" Dia. Foam
Rubber
75
1635
61635K
Screen Spline-.135" Dia. Hard
Rubber
76
Screen Cloth
I FlbeMlass
80
134
66615W
Add -on Flange (Optional)
8083-TB
8t
Dow Coming 899 Silicone Glazing Sealant OrEquiv
90
1/8' Annealed or Tempered Glass
91
1
121/16"Annealed or Tempered Glass
92
114" Annealed or Tempered Glass
93
1
11181-1/4" Air-1/8" An. or Temp. I.G.
94
1
1118-- 3/16" Air- 3/16' An. or Temp. I.G.
Part#
Description
Material
60
Kommeding 4SG 7PS Spacer System
61
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
62
Quanex Duraseal Spacer
Materials
63
Cardinal )L Edge Spacer
Htl•tKtNL:t ICJ( Ktt'UK1J: rl�-or �r, oaaon ears
2.000•
STRUCTURAL J77e ~ tsar
POLYISOBUMEN 1/4" ROM. 2.006• —►1
WITH DESICCANT I _T
EXT.GLASs 6D KODISPACE 2.624•
l. 66r
4SG TPS °�°
— .062' 2.428' 2.124•
1.627•
I. GLASS
.o6r .062•
ALUMINUM 0 FRAME HEAD OFRAME SILLOSIU. ADAPTER O9 FRAME JAMB (FIXED)
REINFORCEMENT 606}T6ALUMINUM 606}T5 ALUMINUM 6063-T6ALUMINUM 606}T6ALUMINUM
5/16" NOM. 1.54r 1.662'
� I
BUTYL &
DESICCANT
EXT. GLASS AM 6 D� URA A .�2- _ os6 ��
.06r 62V
SPACER ,.s62' 2.010T
2.20ff
093'
7.010• tD62'
—INT. GLASS
_.j[� OBZ' 1
HOT -MELT BUM O FRAME JAMB (OPERABLE) 6 1 FIXED MEETING R 11. O HD FIXED MEETING RAIL 8O SASH TOP a BOTrOM RAIL
STRUCTURAL 6063-T5ALUMINUM 6DWRIAUNONUM 6063•T6 ALUMIM 6063-T8 ALUMINUM
SILICONE 3/16" ROM.
FOAM r— 1.81Y 1.74T �{
DESICCANT
SUPER
EXT. cLAss 62 SPACERO NXT1.W5. � 715
C— t.457
I
66z•
INT. GLASS062
10 SASH BIA UMIIM "SASH MEEMNG 6063 T6 ALUMINUM IL 12 606}TB ALUMINUMDOGBONEREINFORCEMENT
POLYISO- DESICCANT FILL AREA I� „1'r
BU SEENNE 5/16' NOM. I
1.18T
SILICONE SEAL .78 .04o• ��
AL
ROLL -FORMED
STAINLESS STEEL XL EDGETM _
050
63 SPACER 73 SASH STOP 60 ADDON FLANGE PRODUCT REVISED
EXT. GLASS O SOfi3-T5 ALUMINUM 0606&T6 ALUMINUM uv c.mPlyibgwith do Florida
. Building Code �t
Accepraam No
1\11111111/r F'. rat' Due
...NN iv, Ravlead By: Bate: Reviefon:
JR (15IO5I16 B)ADDEDSPACERS Dy
INT. GLASS QC�.•.• 1,Ii.EN6P ((� Munn•
Revreed W. Date: Revision:
�.: No. 58705
on— W.
a' BOM & PART DETAILS J ROSOWSKI
o % D 6.' 40
•'•FIORIDP,,•'' ��� 1070 TECHNOLOGY DRIVE We: We:/'riS7ONAL N. VENI E, FIL 3s275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
NOKOMIS; FL 34274 Serlee/Madeh Soon: Sheet: Drmr(r1g No. Rer.
A. LYNN MILLER, P.E. CERT. OF AITTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
REA 5870.5