HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS HORIZONTAL SLIDERa r �
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FL #MrD FL242-R21
Application Typ e'islon
Code Version R Y E 2014
Application Stat�,s Approved
�,l(• Approved by DBPR. Approvals by DBPR shall bereviewed and ratified by IEC 2 8 2017 the POC and/or the Commission if necessary.
Comments rl"Y0
Archived
Product Manufacturer
PGT Industries
Address/Phone/Email
1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature
]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative
]ens Rosowski
Address/Phone/Email
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method ertification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validatcd By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option A .
Date Submitted
09/07/2016
-. nare Validated
7.0/17/2016
Date Pending FBC Approval
Date Approved
10/17/2016
Date Revised
09/25/2017
of Products
F Model, Number or Name
241.1 HR )� 210 (Non -Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVi Z: 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 CA C_15_06.12_14.pdf
Approved for use outside HVHZ: es
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
1
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_0714.14pdf
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 II 16`071414pdf
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. 1
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 1_5- 4.13p_df
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 A21 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
1
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 _16-07.1A.:l0,pdf
Approved for use outside HVHZ: Yes
Q uality 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
FL24Z__R21_ I1_16r0714_l0..P
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
1' .. ... •.
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL2 .12- R21 11__16. 0714.15,,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
treated by Independent Third Party:
242.7 HR-2710M (Impact) 2L!T 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.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
MIAMI•DADE MIAMI-DADE 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) www.miamidade.gov/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. tf 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 210" Aluminum Horizontal Rolling Window = N.I.
APPROVAL DOCUMENT: Drawing No. MD-E R210-01 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.
NOA No. 16-0629.02
MIAMI DADS COUNTY Expiration Date: April 05, 2022
Approval Date: August 04, 2016
7 J�� f ifP 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 05/05/15, 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 Nol 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 Inltration 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 b� 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 03/22/1�2, all signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 1-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
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.
anuel P er, P.E.
Product Contro E aminer
1 No.-3629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
E - 1
PGT-Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5te 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.11-1201.04)
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
Ti IE REQUIREMENTS OF THE FLORIDA BUILDING CODE, !NCLUDING 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 HI
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
IX INSTALLATIONS. IX 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 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
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 J 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; ANSIIAF&PA NOS 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
•ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2010
• A I S I-S 100-07/S 2-2010
120" WIDTH
119"BUCKWIDTH
�B SHEETS
5&6
A
— j -
—
— - — - — - — - — - -
- — - — --
53"
56-7/8"
53-1/8"
i
'-
IGHT
62"
SASH
VISIBLE
LIGHT
*
FIXED
VISIBLE
LIGHT
.
BUCK
HEIGHTL26-9116*
56-3116"FIXED
VISIBLE LIGHT
I
I
ALWAYS SEE NOTE A B
- aGni nar=n TWIR GHm=T SEE NOTES B 8 C.
3.
@ CORNERS
TYP. XOX (1/4-1/2-1/4) ELEVATION
74' WIDTH ►{
73' BUCK WIDTH I SHEETS TABLE 1:
�^ SitR
2"
3HT
71
BUCK
_
65.7/8"
SASH
VISIBLE
6,
FIXED
II
1/8"
HEIGHT
LIGHT
33-9116"
SASH
I IBL
IhII 33-9116"
FIXED
VISIBLE
tj
I VISIBLE
LIGHT
I LIGHT
I SHE-
--C 5&6
90" WIDTH -
89" BUCK WIDTH -
SHEETS
85&6
— `
— 26-3/8" I — --
FIXED /
SHEETS A /VISIBLE
5 & 6 LIGHT
63' 56-7/8" 58-1/8"-
HEIGHT SASH FIXED /Y
VISIBLE � VISIBLE
62" LIGHT LIGHT /
BUCK
HEIGHT 26-7/16"
SASH
VISIBLE
LIGHT
+— 3-3/16" ALWAYS SEE NOTE A B —�1
REQUIRED THIS SHEET 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
(\uJl
1/4" Steel
Ultracon
12 Steel
SM 5) orSteel..
#12 410 SS
SMS
Hollow Block, (ASTM C90)
P.T. Southern P' G = .55)
2-1/2"
1-1/4"
125' min
3/8"
Min. of 3 threads
beyond metal
substrate
A653 Stud, Gr. 33. 0.0346" min. (20 Ga)
3/8"
Aluminum, 606345, .125" min.
3/8"
C
1/4" Steel
Ultracon
Concrete (min. 2.9 ksi)
Grouted -filled Block, (ASTM C90)
2-1/2"
1-3/4"
1/4" 410 SS
CreteFlex
Concrete (min. 3.4 ks)
1"
1-3/4'
Hallow Block. (ASTM C90)
1-314"
1-1/4"
ALWAYS 3" —"'I f— L`B 3-3/16"
REQUIRED SEE NOTE D. THIS.SHEET
@ COR -
TYP. XO ELEVATION OX SIM.
Y LY
GENERAL NOTES ............................
1
ELEVATIONS ....................................
1
ANCHOR SPECIFICATIONS ............
1
ANCHOR SPACING/QUANTITIES...
2
DESIGN PRESSURES, XO/OX.......
3
DESIGN PRESSURES, XOX............
4
INSTALLATION, STD MR .................
5
INSTALLATION• HD MR ...................
6
GLAZING DETAILS ..........................
7
CORNER ASSEMBLY ......................
7
EXTRUSION PROFILES ..................
8
PARTS LIST .....................................
8
A. LYNN MILLER. P.E.
P.E.# 58705
SHEETS
5&6
�-- "16"
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".
PRODUCT REVISED
D. REQUIRED IF WINDOW WIDTH IS OVER45".
.'a c,niplyingMilli dxFlorida
Buildingeode IG_062�i.p2
Aa�.praoce No ^
'raricx+ Dare
Revised W. Date: Revision:
By
JR
05/05/16
B) ADDED SPACERS TO.
SHEETS.
Miami ��Ot
Revised W.
Date:
Revision:
®
-
Desaip6on:
Drown W.
GENERAL NOTES & ELEVATION
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/Modeh Scale: Sheet: Drawing No. Revv.
CERT. OF AUtH. #29296 HR-210 NTS 1 OF 8 MD-HR210-01
I ANCHOR ON
1 EACH SIDE OF
ANCHOR AT
CORNER THE MEETING
RAIL
. MIN, 3
ANCHORS IN -
.JAMBFOR
WINDOWS UP
TO 44", MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44"
6' MAX. —
1 ANCHOR AT 1 ANCHOR AT
CORNER CORNER
a
(+—
6" MAX. FROM
6' MAX.
MIN.3
•ANCHORS IN -
JAMB FOR
17" MAX. O.C. FOR
WINDOWS UP
WINDOWS UP TO 63'
TO 44", MIN. 4
TALL, 20" MAX O.0 .ANCHORS
IN
FOR WINDOWS OVER 63"
WINDOWS _ -
WINDOWS
OVER 44'
6' MAX.
'
�-- CENTER OF
FFT�N_C_Rd11J
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS
1 ANCHOR ON
ANCHOR 1 ANC'iOR ON
1 ANCHORAT EACH SIDE OF
AT EACH SIDE OF 1 ANCHOR AT
THE MEETING
CORNER RAIL
FIXED THE MEETING
LITE RAIL CORNER
MIN. 3
ANCHORS IN -
JAMB FOR
WINDOWS UP
TO 44", MIN.4
ANCHORS IN.
JAMB FOR -
WINDOWS
OVER 44"
�1
rt
-..
....
6' MAX
a
17" .c
a
a
rt
a
6" MAX
I Imo— 7-
6' MAX. 6 MAX. FROM
t'~ MEETING RAIL (X2)
ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS
6" MAX. —
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
a
_ ,
I ` I- 22-3/4'_I
III_ `----jMAX O.CJ —
~— 6' MAX FROM
�CCTIIJOOAII rY91
AGE FOR ALL XOX (1/4-1/2-1
FRAME
TYPE
FRAME
WIDTH
FRAME HEIGHT
8"
44"
505/8"
63"
ANC
ROUP
ANCHOR GROUP
ANCHOR ROUP,
ANCHOR GROUP
A
-C
A
B-
C
A
C
A
B
C
53-1
74"
1
1
1
1
1
1
1
1
1
1
1
2
2
1
1
2
1
1
1
1_
1
1
1
STANDARD
B5"
2
2
2
2
2
1
1
2
1-
1
1
1
MEETING
RAIL
9r
2
3
2
2
2
2
2
2
1
1
1
1
109"
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
53-1/8"
1
1
1
1
1
1
1
1
1
1
1
1
HEAVY
74"
2
2
1
2
2
1
2
211
1
1
1
D2
2
2
2
2
2
2
2
2
1
3
2
2
3
2
2
2
2
2
[MEErTINAGgrI2
RAIL3
3
2
3
3
3
3
2
2
2
3
4
3
3
4
3
3
2
2
2
6" MAX.
1r MAX
O.C.
a
6" MAX.
X0, OX & XOX:
EGRESS HEIGHT: (WH-4-5/6
XO &OX:
EGRESS WIDTH: (WW2-3-12).
XOX (1/4-12-1/4):
EGRESS WIDTH:. (VVW/4-25116)
XOX (1/31/3-1/3): -
EGRESS WIDTH: (WW/3-6).
XO, OX & XOX:
SAS SIB LIGHT HEIGHT: (WH - 6-1/8)
FIXED VISIBLE LIGHT HEIGHT: H - 4-7/8
XO 8 OX:
SASH & FIXED VISIBLE LIGHT WIDTH: (WW2-3-7116)
XOX (1/4-12-1/4):'
SASH VISIBLE LIGHT WIDTH: (W W/4 - 3-7116)
FIXED VISIBLE LIGHT WIDTH: (WW2-3-13/16)
SASH 8 FIXED VISIBLE LIGHT WIDTH: (WW/3 -3-9/16)
('RODUCTREViSED _
SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as complying with tlm Fh>ridar.
Building Code nn
. Aocepfance No �6-�ne-!
.. , Expiml Date 2
_. Revised By: Dote: Revision.
By
-. -. .. tvti Dade Prodvtt
Revised Hy: Dote: Revision:Ll
Drown DY
6rFs .�C ANCHOR SPACING & QUANTITIES J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Date.
N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O_ BOX 1529
NOKOMIS, FL 34274 Series/Model: Scole: Sheet: Drowing No. Rer.
A.LYNNMILLER. .P.E. CERT. OF AUTH_ #29296 HR-210 NTS .2 OF 8 MD-HR210-01 B
� P.E.X St1706 �
r
-r-gttt�r..
XO OR OX
CONFIGURATIONS
MAXIMUM DESIGN PRESSURE RATING (psi
FRAME
WIDTH
GLASS
TYPE .
STANDARD -MEETING RAIL
HEAVY DUTY MEETING RAIL
Zm� FRAME HEI
FRAMEHEIGHT
_38:3/8"
44" -
(505V
63-
383/8'
44"
50-W
63"
72'
Glass 1 -
+55.0/-90.01+55.01-90-0+
+55.0/-86.9
+55.0/-67.9
+55.01-90.0
+55-01-90.0
+55.01-86.9
+55.0I-67.9
MIA
26-1/2"
Glass 2 & 3
+55.01-0.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
-+55.0/.:90.0
+55.0/-:90.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
Glass 4 & 5
+55.01-90.0
+55.0/-90.0
+515-94&0.0
+55.0/-90.0
+55.01-90.0
+55-01-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
Glass 1
'+55. JA737
;55.01-61.2
T55.0/-56.0'j+49.7/-49.7
+55.01-73.5
+55.01-61.2
'+55.01-%.0
+49.7/-49.7
' NIA
Glass 2 & 3
+55.01-90.0
+55.0t-90.0
+55.0/-87.2
+55.0/-67.2
+55.0/-90.0
+55.01-90-0
+55.01-90.0
+55.0/-90.0
+55.01-77.9
Glass 4 & 5
0 .
+55.01-9.0
+55-6156.0
+55.0/-90.0
+55.0/-84.0
+55.0/_90-0.
+55.0I-90.0
+.55.0/-90.0
+55.0/-90.0
+55.0/-78.1-
Glass 1
+55.0/-67.5
+53.7/53.7
+44.6/-44.6
+35.5/35.5
+55.0/-67.5
'+53.7153.7
+44.6/-44.6
+35.5/35.5
WA
Glass 2
+55.0/-90.0
+55.0/-90.0
+55.0/75-0
+55.0/-57.1
+55.0/-90.'0
+55.0/-90.0
+55.0159.2
+55.0/-77.2
+55.0/-65.8
45"
'Glass 3
+55.0/-90.0
+55.0(-g0.0
+55.0/75.0
+55.0/57.1
+55.0150.0
+55.0/-90.0
+55.01-80.3
+55.01-63.9
+55.01-57.1
Glass 4 & 5
+55.0/-90.0
+55.0/30.0
+55.01-90.0
+55.0/-71.4
+55.0?m90.0
+55.01-90.0
+55.01-90.0
+55.0177.4
+55.0/-66.0
Glass 1
Z
7+5-3.1/-53.1
+43.6/-43.6
+32-.3/-32.3
+55.0f-66.0
+53.1153.1
+43.6/-413.61+32.3/-32.3
- NIA
Glass 2
1+55.0/-90-0
+55.0155.1
+55.0/70.5,
+53.41-53.4
+55.0/-90.0.
+55.01-88.9
+55.01-79.9
+55.0/-68.0
+55.0/-61.31
C49)
Glass 3
+55.0/-90.0
+55.0i-85.1
+55.0/-70.5
+53.4153.4
+55.0/-90.0
+55.01-90.0
+55.0/-78.5
+55.0158.1
+50.61-50.6
Glass 4 & 5
455.0/-'90.0
455:01-'90•.0
+55.0/58.1
+65.0/-66.7
+55.0/_90.0
+55.0/-3.0.0
+55.01-90.0
+55-0/72.3
+55.0/-61.5
Glass 1
+55.01-63.7
+52.452.4
+43.5/-43.5
+31.21-31.2
+55.0/-63.7
+52.4/-52-4
+43.5/-43.5
+31-2/51.2
NIA
Glass 2
+55.0/-W-0
+55.0/-81.0
+55-0/56.7
.+50.2/-50.2
+55.0/-M.0
+55.0155.0
+55.0/-73.8
+55.0159.4
+54.0/-54.0
53-1/8"
. Glass 3
+55.0/-90.0
+55.0151.01
+55.0/-66.7
+50.2150.2
+55.0150.0
+55.0(-90.0
+55.0/-78.3
+55.0/56.2
1+46.81-46.8
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+55.01-83.4
+55.0/52.7
+65.0/-90.0
+55.0150.6
+55.0/-90.0
+55.01-68.0
+55.01-57-41
Glass 1
t55-0/-59.2
+50.4150.4
+42.8142.8
+31.8/�1.8
+55.0/-59.2
+50-4/50.4
+42.8/-42.8
+31.81-31.8
WA
Glass 2. -
+55. 01-89.2
+ 55.0(-75.1
+55.0/51.1
+45.4/-45.4
+55.0/-89.2
+55.01-79.3.
.+55-01:-67.2
+51.0/51.0
+44.0144.0
61"
Glass 3
-
+55.0/-90.0
+55.0/-75.1
+55.0/-61.1
+45.4/-45.4
+55.0/-90:0
+55.0/-90.0
+55.01-77.0
+55.0157.2
+46.41-46.4
Glass 4 & 5
+55.0/-90.0
+5 - 5.01-90.0
+55.0/-76.4
+55.0156.7
+55-0/-90.0
+55.01-90.0
+55.01-82.9
+55.01-61.5
+51.8/51.8
Glass 1
+55.0/-56.3
+48.5/-48.5
+41.61-41.6
+32.0/52.0
+55.0/56.3
+48.51-48.5
+41.6/-41.6
+32.0152.0
N/A
Glass 2
+55.0/-79.7
+55.0/-72.5
+55.0/58.5
+43.0/-43.0
+55.0/-79.71
+55.01-77.1
+55.0/-65.2
+49.3/-49.3
+41'2/-41.2
66"
Glass 3 - -
'+55.0/179.7
+55.0(-72.5
+55.0/58.5
+43.0T-43.0
+55.01-79.7
1-55.01-70.7
+55.0/44.9
+55.0/57.6
+47.0/47.01
Glass 4 & 5
+56.0/79.7
+55.01-79.7
+65.01-73.1
+53.8153.8
+55.0/-79.7
+55.0/-79.7
+55.01-79.3
+55.0/458.3
+48.9/48.9
Glass 1
+51.1/-51.1
+44-2/-44.2
+38.9138.9
+30-0/-30.0
+51.1/-51.1
+44.2/-44.2
+38.9/-38.9
+30.0/30.0
NIA
Glass 2
-Im55.0/-63.5
+55 . 01-63.5
+55.0/55.3
+40.0/40.0
+55.0/-663.5
+55.0153.5
+55.01-62.0
+47.9/47.9
+39.8/-39.8
74"
F -Glass 3 1-+55.0/-63.5
+55.0153.5
+55.0155.31
+ . 10.0
+55.0/53.5
+55.01-63.5
'+55.0/-63.5
+54.1/54.1
+45.0/-45.0
Glass 4 & 5
1 +55.0/-63:5
+55.0153.5
+55.01-63.51
+50.01-50.0
L+;5.0/ 3.5
+55.0/-63.5
+55.01-63.5
+54.2/-54.2 1+45.1/-45.1
t
PRODUCT REVISE")
as mm"4jmg Will, ora Fwds
Building Code
U
t(.
I'Q
Allpt'It'N' P'4Expimion
BY
TABLE 4:
Glass Types
1/8" Annealed
1/87.Tempered
13116'Annealed
2
11/4'Annealed
1/8"Annealed-1/4" Airspace-1/9'Annealed
3
3/16P Annealed-3/16" Airspace-Iff'Annealed
3/16"Tempered
4
114"Tempered
118" Tempered-l/4'Airspace-1/8" Tempered
r3jj_6,Tpemd-Xl6' Airsime-1/9' Tempered
-,
0
0
0
.i o
8.
04
w
00
x
z__
LL
0
§
n; Q
.2
0
X
1.0
W
LLI
NOTES: 0
zo of
1) USE THIS TABLE FOR ALL XO/OX WINDOWS PER U)
THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN LLJ <
ARETIP-TO-TIP.
C)
Z
2) FOR SIZES NOT SHOWN, ROUND UP TO THE Z C 0,4
NEXT AVAILABLE WIDTH OR HEIGHfIMMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
W r
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET: 0
cqmN .
c', C4 U)
x
0
Z jo.
wo:o
> x 0
o 0
oz
X0
Ox A.LYNN MILLERP.E.
P.E.9 66705 _j
TARI F 5•
XOXCONFIGURATION
MAXIMUM DESIGN PRESSURE RATING (psf)
7AE
GLASS '
TYPE
STANDARD MEETING RAIL .
HEAVY DUTY MEETING RAIL,
. FRAME HEIGHT
FRAME HEIGHT
38 3/8"
44"
50-5/8"
63"
38-3/8"
44"
50-5/8"
63'
Z
49„
Glass 2 & 3.
+55-0/-90.0
+55.0/-90.0
+55.0/-76.3
'+55.0/59.2
+55.0/-90.0
+55:01-90.0
+55.01-90.0
+55.0/-78.9
O
Glass 4 & 5
+65- 0-90.0
+55.0/-90.0
+55.0/-88.1
+55.0/-69.1
+55.0/-90.6
+55.0/-90.0
+55.0/-90.0
+55:0%90.0
Glass 2 & 3
+55.0/-90.0
+55.01-84.7
+55.01-71.4
+55.0155.1
+55.01-90.0
+55.01-90.0
+55.01-90.0
+55.0/-73.5
531l8".
Glass'4 &:6
+56.0/ 90:0
+55.0/-90.0
+55-01-83.2
+55.0/-64.3
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
O
61"
Glass 2 & 3
+55.0/-90.0
+55.01-76.3
+55.0/-63.9
+49.0/A9.0
+55.0/-90.0
+55.01-90.0
+55.0/-85.1
+55.0/-65.3
li•
ZO
Glass 4 & 5
+55.0/-90.0
+55.0/-89.0
+55.0/-74.5
+65.01-57.1
+55.01-90.0
+55.01-90.0
+55.01-90.0
+55.0/-84.5
c�.
74"
Glass 2 & 3
+55.0/-81.0
+55.0/-66.8
+55.0/-56.3
+41.9/411.9
+55.0/-90.0
+55.0/-88.9
+55.0/-73.7
+55.0/-55.8
c`
Glass 4 & 5
+55.01-90.0
+55.0/-77.9,
+55.0/-64.5-
+48.8/-48.8
+55.01-90-0
+55.01-90.0
+55.0/-90.0
+55.0/-72.2
`�'
85"
Glass 2 & 3
+55.0/-75.6
+55.0/-61.5
+50.41-50.4
+37.71-37.7
+55.0/-90-0
+55.0%81.8
+55.0/4;7.2
+50.3/-50,3
Glass 4 & 5
+55.0/-88:2
+55.0/-71.7
+55-01-58.8
+44.0/-44.0
+55.0/-90-0
+55.0%90.0
+55.01-86.9
+55.0/-65.0
Glass 2 & 3
+55.0/-73.8
+55.0/-59.6
+48.61A8.6
+36.21-36.2
+55.0190.0
+55.01-79.5
+55.0/-64_8
±46.2/-48.2
Glass 4 & 5
p +55.0/-86.1
+55.0/-69.6
+55.0/-56.7
+42.21-42.2
+55-0/-90_0-
+55:0/=90.-0
+55.0/-83.9
+55.0/-62.4
Glass 2
+55.01-90.0
+55.0/-79.5-
+55:0/z66..4
+50.81-50.8
+55.0/-90-0
+55.0/•85.0
+55.0/-73.8
+55.0/-59.4
53 9!3'
13tassr3'
-4Z5.01=900
,+55:0/-79:5
455:0/$6:4
-I.50.3/50.E
+55.01-00.0
+55.01-90.0
+55.0/-78.3
+55.0/-56.2
-
Glass 4 &.5.
+55.0/-90.0
+55.0/-90A
+55.01-77.5
+55.0/-59.2
+55.01-90.0
+55.0/-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
+55.01-83.1
+55.01-72.8
+55.01-62.0
+47.9/-47.9
Z
O
74"
Glass 3
+55.0/-80.4
+55.0/-64.9
+52.91-52.9
+39.31-39.3
+55.0%90.0
+55.0/-79.6
+55:0/-70.0
+52.5/-52.5
Glass 4 & 5
+55.0/-90.0
+55.01-75.8
+55.01-61.8
+45.9/-45.9
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-67.8
Glass 2
+55.0/'74.7
+55.0/-61.2,
+49.1/49.1
+35.8/-35.8
+55.01-74-7
+55.01-67-2
+55.01-58.9
+46.8/46.8
85"
Glass 3 '
+55.01-77.2
+55.0/-61.2
+49.1/-49.1
+35.81-35.8
+55.0/51.9
+55.01-71.1
+55.0/52.8
+47.8/A7.8
z
Glass 4 & 5
+55.0/-90.0
+55.0/-71.4
+55.0/-57.3
+41.8/Al.8
+55.0/-90.0
+55.0/-90.0
+55.0/-84.6
+55.0/51.8
U
Glass 2
+55.0/-65.3
+55.0/-58.8
+46.3/-46.3
+33.1/-33.1
+55.0/55.3
+55.0/-60.0
+53.7/53.7
+419/43.9
g
97,
Glass 3
+55.0/-72.5
+55.0/-58.8
+46.31-46.3
+33.1/-33.1
+55.01-72.5
+55.0/-63.7
+54.7/-54.7
+44.2/A4.2
Glass 4 & 5
+55.01-87.0
+55.01-68.6
+54-1/-54.1
+38.71-38.7
+55.0/-90.0
+55.01-90.0
+55.01-79.9
+55.0/-57.1
Gla3s-2. •r
+55:01-56:7
-+53:4l-53.4
:+44.7/44.7
-+31.21-31.2
+55.0/-5E.7
+53.41-53.4
+48.41-48.4
+40.5/-40.5
E
109"
Glass'3
+55.01-64.8
+55.0/-55.8
+44.71-44.7
+31.2/-31.2
+55.0/54.8
+55.0/-55.8
+48.21A8.2
+39.6/-39.6
Glass 4 & 5
+55.01-84.7
+55.0/56.5
+52.21-52.2
+36.41-36.4
+55.01-90.0
+55.0/-90.0
+55.0/-77.1
+53.81-53.8
Glass 2
+49.7/419.7
+47.9/-47.9
+43.61.43.6
+30.0/-30.0
+49.7/-49.7
+47.9/A7.9
+44.3/-44.3
+37.5/-37.5
120"
Glass 3
+55.0/-57:6
+51.1/-51.1
+43.6/-43.6
+30.01-30.0
+55.0/-57.6
+51.1/-51.1
+44.1/-44.1
+35.8/-35.8
Glass 4 & 5
+55.0/-83.2
+55.0/55.0
+50.9/-50.9
+35.0/-35.0
+55.0/-9D.0
+55.0/-90.0
+55.0/-75.2
+51.7/-51.7
TABLE 6:
Glass Types
2
W16" Annealed
1W Annealed
1/8" Annealed-1/4" Airspace-1I8" Annealed
3
3/16" Annealed-3(16" Airspace-1/8" Annealed
4
3/16" Tempered
1/4" Tempered
E5
1/8" Tempered-l/4" Airspace-1/8" Tempered
3/16" Tempered-3/16" Airspace-1/8" Tempered
PRODUCT RE I the Ft aida
as SED
complying
3uildinL'-CO& .O
A=ptnnce Tb
F-,pimt' Date
By
Ai Dade
U)
s.
o
o
e
J
0
m O
o
Q
CV
af
o
o
W
c
Z'=.
3 0
4
O
CO
0
Z_
LL
O
O
O
+ y
C
K
N,
J
LL
NOTES:
a Z
C)
w- to
1) USE THIS TABLE FOR ALL XOX WINDOWS PER
W
J
THE ELEVATIONS ON SHEET 1. DIMENSIONS
SHOWN ARE TIP -TO -TIP.
X
�
d
Z
O
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
Z
O
¢ N
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
2 (�
V
I(�
a
.
.
SHOWN ON THE TABLE.
u
b
O u)
'•'�
C y
3) DESIGN PRESSURES MAY BE INTERPOLATED
•s
ro W
BETWEEN SIZES.
m
CONFIGURATIONS APPLICABLE TO THIS SHEET:
®
N
Y N c
rn
N
(pY(7� MJI b M
JLL'�
2
0.
=V
Q
o z
o Z
t�J
XOX (1/3-1/3-1/3) '
XOX (114-12-1/4) A. LYNN MILLER, P.E.
. - P.E.N 58705
r
Y
j
CONCRETE/CMu
1XWOOD
INSTALLATION OPTION 1 PER ANCHOR
STANDARD
MEETING RAIL O
TYP. ANCHOR TYPE,
BUCKSTRIP,
• CONCRETE'
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT
EMBEDMENT AND EDGE
SEE NOTE 2,
OR CMU
OPTIONAL
EDGE
EMBEDMENT
DISTANCE PER SUBSTRATE,
THIS SHEET.
PER'
2X WOOD
80 ADDON
FLANGE
DISTANCE
�
- 11
SEE TABLE 1, SHEET 1.
<
ANCHOR
REQUIRE -
@
HEAD,
_
1/4" MAX
_
90
-
MENT
SILL 8 JAMBS
EDGE
SHIM 28
93
30
54
X
10
{
DISTANCE
EMBED-
°
X.
MENT
�__
= _ =
44
SASH
I�_—
SASH-
VISIBLE I
0
VIS S
LIGHT
EDGE .
1
_
TYP.ANCHOR
TYPE, EMBEDMET
ANDEDGE
• •
57
LIGHT III����
WIDTH
---__
---
WIDTH'
-
_
-
DISTANCE.
.
II
I�
jl
I�
DISTANCE PER
SUBSTRATE, SEE
76
-
FIXED
VISIBLE
74
'
II
li
TABLE 1, SHEET 1.
25
. 24
LIGHT
70 • S-
II
I
II
II
21
$0
STANDARD
WIDTH 6
STANDARD 1X WOOD
EMBED -
MENT_
'
jl
jl
II
INSTALLATION
- -
6
MEETING RAIL
EXTERIOR
MEETING RAIL BUCK
I
I
2
INSTALLATION
FIXED
it
it
Ij
OPTION
OPTION 3-
VISIBLE
II
I
II
I
II
1
INSTALLATION
BUCK WIDTH
INSTALLATION ANCHORS
•
LIGHT
I
I I
I I
ANCHORS DIRECTLY
TIP-TO-TIP.WIDTH
THROUGH 1X BUCKSTRIP
HEIGHT
it
II
II
INTO MASONRY.
HORIZONTAL A
INTO MASONRY.
SASH
.SECTION -A
TIP -TO -TIP
II
I-
I
1t VISIBLE
I LIGHT•—�{
1/4"
MAX. SHIM
'
HEIGHT
it
II
j
�I
li HEIGHT
I
I
5
q 2XWOOD TYP. ANCHOR TYPE, '
I I I #12 STEEL EMBEDMENT AND EDGE
HE] T IBUCK 0 I Ij jl X SELF -DRILLING 1U .X 11 DISTANCE PER SUBSTRATE,
�I �I I� SMS (G5), SEE TABLE SEE TABLE 1, SHEET 1.
II II II 1, SHEETI.�
it it li
24 ii ji it _ - DADE APPROVED.
I II II 32 MULLION, ALUMINUM, I I O
j II I 31 STEEL FRAMING OR STEEL 1 SASH VISIBLE I
I ISTUD. SEE SUBSTRATE !!! LIGTWIDTH ---------_-- -
57 �I �I PROPERTIES, TABLE 1, s
4" CUT LENGTH SHEET 1. .
� 12 @EACH � � ---I --- ._
MEETING RAIL EXTERIOR 25 I FIXED VISIBLE I
�J 1 INSTALLATION ��Iy STANDARD yyyylll LIGHT WIDTH IIh��� I NSTALLATION
TYP.ANCHORTYPE, ..OPTION'4 MEETING RAIL 6 OPTION 1 -
EMBEDMENT AND EDGE INSTALLATION
2 DISTANCE PER ANCHORS BUCK WIDTH INSTALLATION
SUBSTRATE• SEE TIP -TO -TIP WIDTH ANCHORS 2X
29 TABLE 1, SHEET 1. DIRECTLY INTO WOOD. D.
METAL. HORIZONTAL SECTION C-C
lX WOOD
BUCKSTRIP, NOTES: °RODUCTREVISED
' - - -- - SEE'NOTE 2, ' "'1) USE ONLYSUBSIRAt5-APPROPRIATE ANCHORS LISTED ON TABLE i OF SHEE'i: FOLLOW EMBEDMEi TAND EDGE • ' - B ilding itgwith the Ftarids
THISSHEET. DISTANCE LIMITS: ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. A=pta r"O
. ' .. , . - Accimlio
1/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2" • irstion D2u;
THICK ARE TO BE CONSIDERED 1X _ _ ' • Revised By: Date. Revisiow.
INSTALLATIONS. 1X WOOD BUCKS ARE B�Woduct trot
1X WOOD CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED MWartt eJc
BUCK ° • ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS RevisedBY: Date: Revision:
EXTERIOR ' _ • REQUIREMENT DEPICTED AS 2X ARE 1-1/Z" THICK OR , _ . • - - -
//�� GREATER. 1X AND 2X BUCKS (WHEN
\r' • • • ° • ' USED) SHALL BE DESIGNED 1.0 PROPERLY Description: Drawn By:
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. - 6 jI.G INSTALLATION DETAILS, STD MR J ROSOWSKI
WOOD BUCK DESIGN AND INSTALLATION
OPTION 3
VERTICAL SECTION B-B INSTALLATION ANCHORS IS THE RESPONSIBILITY OF THE 1070 TECHNOLOGY DRIVE Title: Date:
ENGINEER OR ARCHITECT OF RECORD. N. vENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11'
THROUGH 1X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 114. `' ' ` ` P.O- BOX 1529
INTO MASONRY. NOKOMIS, FL 34274 Series/Model: Scale: Sheet: _Drawing No.
A. LYNN ILLER, P.E. � I:ERI'. Ut �.:U"TH. � (f 2929�6 HR-21 O NTS 50178 MD-HR , 0-01 B.
CONCRETE/CMU ' 1X WOOD
INSTALLATION OPTION 1 HEAVY DUTY MEETING RAIL CONCRETE
PER ANCHOR � � TYP. ANCHOR TYPE, BUCKSTRIP, ,
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, OR CMU
EDGE DISTANCE PER SUBSTRATE, THIS SHEET.
80 OPTIONALN 2X WOOD DISTANCE EMBEDMENT 11 SEE TABLE 1, SHEET 1. ° PER
ANCHOR
FLANGE @ - 1/4" MAX _ _ REQUIRE -
HEAD - - SHIM 90 MENT
SILL 8 JAMBS EDGE 23 93 30 X 10 , v
DISTANCE X
EMBED-
MENT
44
— — — SASH
SASH 0 'VISIBLE
TYP. ANCHOR I VISIBLE LIGHT EDGE
_ - 1 TYPE, EMBEDMENT e -57 ����111 LIGHT _-- — WIDTH DISTANCE
AND EDGE
jl j! DISTANCE PEP. - J FIXED 74 }
SUBSTRATE, SEE. - 76 VISIBLE
TABLE 1,SHEETI. 25 24 LIGHT 70 S • EMBED -
!I II I! 21WIDTH 1X WOOD MENT
li Ii i INSTALLATION EXTERIOR BUCK
HEAVY DUN HEAVY DUTY INSTALLATION _
!I h I! OPTION 2- 7 MEETING RAIL MEETING RAIL FIXED OPTION 3
Ij Ij I! -INSTALLATION -
' VISIBLE II"i Ij - - jl - BUCK WIDTH INSTALLATION ANCHORS
LIGHT I I I ANCHORS DIRECTLY
HEIGHT !I II I! INTO MASONRY. TIP -TO -TIP WIDTH -
THROU
GH 1X BUCKSTRIP
jiIt! III! !III1 SASH HORIZONTAL SECTION A -A '
INTO MASONRY,
TIP -TO -TIP VISIBLE - —
'
LIGHT --�-{ 1/4' MAX. SHIM
HEIGHT j j� HEIGHT
(5
' 10 11 _ 4 ZX WPE,
BUCK" I TEEEMBEDMENT AND EDG
E
DISTANCE PER SUBSTRATE, TE,HEGHT 0!1 1 SELF-1
II II I! SMS (G5), SEE TABLE xf-�— SEE TABLE 1, SHEET 1.
�! �I I� 1, SHEET 1. _— -- -- '
24 . _-I DADE APPROVED
32 MULLION,PALUMINUM,
..
O
-3T STEEL FRAMING OR STEEL SASH VISIBLE
"I I STUD. SEE SUBSTRATE LIGHT WIDTH-
57 PROPERTIES, TABLE 1,
— 4' CUT LENGTH SHEET 1.
12 @ EACH
3 MEETING RAIL EXTERIOR 25 I FIXED VISIBLE I
INSTALLATION ����III ucHTWIDTH ,INSTALLATION
TYP. ANCHOR TYPE, OPTION 4 _ HEAVY DUTY
-' EMBEDMENT AND EDGE INSTALLATION MEETING RAIL 7 OPTION 1
DISTANCE PER ANCHORS INSTALLATION
SUBSTRATE, SEE DIRECTLY INTO ANCHORS INTO 2X
29 TABLE 1, SHEET 1. BUCK WIDTH WOOD.
METAL.
i
1X WOOD NOTES: TIP -TO -TIP WIDTH
BUCKSTRIP,PRODUCT 11EVISED
SEE NOTF.�. -A USER ONLY SUBSTRATE-APPROPRIATELISTED
ONTELEX-
-',1NCHORSUISTED"ON-iABi:E'1.OFSHEET 1. - :LccemP:;•ingwith the Florida '
_FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECT I ON"C-C
- .. _I ....- No
�" THIS SHEET. r 8aeldiag Cede
' L 1/4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN
'�` •�
MAY BE USED ON ANY SIDE OF THE WINDOW. Revised By. Date. Revision: -
1X WOOD °. 2) ALL WOOD BUCKS LESS THAN 1-1/2- THICK Mi "
BUCK COANCHOR ! Y NCRETEPER ARE TO BE CONSIDERED IX INSTALLATIONS. 1X Revised By. Dote: Revision:
_ ' WOOD BUCKS ARE OPTIONAL UNIT MAY BE
EXTERIOR.-VI
XTERIOR . , a • INSTALLED DIRECTTO SUBSTRATE. WOOD
.. REQUIREWIEN'f' `• • _ - • • BUCKS DEPICTED AS 2X ARE I.-1/2-THICK OR ® DacnPbon.
Dru"
WHBI^
GREATER. 1X AND 2X BUCKS (EN USED) [
INSTALLATION SHALL BE DESIGNED TO PROPERLY TRANSFER R. INSTALLATION DETAILS, HD MR J ROSOWSKI
;Ir I OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK _ 1070 TECHNOLOGY DRIVE 7;tim Dote'
VERTICAL SECTION B-B INSTALLATIONANCFioRs oesIGNANowsrALv+TIONISTHE N. VENICE. FL 34275 • HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR _ ///��p,�; P.O. BOX 1529
ARCHITECT OF RECORD. MAXIMUM SHIM yy� 1}J `• NOKOMIS, FL 34274
. INTO MASONRY. - � V Series/Model: Scare: Sheet: "' 1"g,
Rer.THICKNESS TO BE 1/4. A. LYNN MILLER, P.E. B
CtiRT. CF,.AUTH. $27296HR-210 NTS 6 OF. 8210-01
P.E.ta 58705
Y
1/8" ANNEALED OR PRODUCT REVISED
TEMPERED GLASS a.,Pmply"rg with the Florida+
1 1 iiuilding Code
8 lir
r,�p� NO i - 2CL 011
40 40 54 Expiration Date avll
382 I
j By
27
I GLASSIKE I j ilexr.:; ede Product Con o!
40
10 ' `I - ; 1/8" GLAZING DETAIL CO .
O- N �
- - 3/16" ANNEALED OR �
1/4"ANNEALED OR � � � (n O
3 " 6 TEMPERED GLASS TEMPERED GLASS o J J N
28 �Ij 91 XIS
3 3 1. o W
m 3 12 55 �I 56MW =
4 -Lu382"MIN. j.382"MIN.GLASSBRE II GLASS BITEG781 J Z LL
0
I 06 o h
40 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL w
® .® 40 > _j _j
2 8 2 tr z co J H
1/2" MIN. � O o Z
® FRAME SASH 40 --MEETING GLASS STACK w H
26 CORNERS CORNERS < RAILlJ8ANNEALED OR 1/4"AIRSPACE
TEMPERED GLASS 1/8"ANNEALED OR Y � y - Q � O .
ASSEMBLY DETAILS II I TEMPERED GLASS W O _ N
57 ij ii 93 Z N
E \_
.382- MIN. Q o O o
GLASS BITE jl II - o° () G 2 y
81
.. li O SILL ADAPTER " " •:\ w
l 60-63 2:n rn
i 1/2" I.G. GLAZING DETAIL �M.M
3 114"AIRSPACE o X w F
3 =:0 03
w
_ 1/2'MIN. ,�aY o
2 ,r,LASSSTACK oz i W.
.330" - - ANNEALED EM3/16"AIRSPACE o
.250" T,
TEMPERED GLASS 1/8' ANNEALED OR
O•-'R " .415" I TEMPERED GLASS
Ij 57 Ij Ij 94
I ,1200" 1.200'
.382"MIN. !I II
WEEPHOLES _ r -.,.. _ GLASS BRE • !I jj :..:"r<
1.600' _ 81
WEEPHOLE DETAILS so s3
- 2 SILL
.. O SHOWN WITHOUT WEEPHOLECOVERS
., .. .1/2" I.G.•GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING
3/16" AIRSPACE
� ..
A: LYNN MILLER; P.E.
P.E.Ii 58705
TAR[ F 7-
item
Dwg#
Part#
Description
Material
1
2158
6215W
Frame Head
6063-T6
2
264
6264W _
Frame Sill
6063-T5
3
265
6265SW
Sill Adapter
6063-T6
4
218A '
6218W
Frame Jamb (Fixed)
6063-T6
5
219 _
' 61088W
Frame Jamb (Operable)
6063-T5
6
2208
6220W'
Fixed Meeting Rail
.6063-T6
7
267
6267W
Heayr Duty Fixed Meeting Rail
6063-T6
8
223A
6223W
Sash Top & Bottom Rail
6063-T6
9
223A
6223W
Sash Bottom Rail.
6063T6
10
221B
6221BW
Sash Side Rail
6063-T6
11.
222
6222W
Sash Meeting Rail
6063-TB
12
.270
627OW
Dogbone Reinforcement
S063-TG
13
2785
62785W .
Sash Stop . - _
6063-T5 -
20 '
_ 4080-
74080BK -
Meeting -Rail Sweep Latch, Plug
Rigid PVC
21
242
42105W
Sash Top Guide (Anti -rack)
Rigid PVC
22
227
42114W
End Cap
Rigid PVC
23
1213
60200K
.190" X-200" Q-Jon Wstp. (Frame)
Flex PVC 70
24
4066
64066G
.187" X.230"'Fin Wstp.
.25
1003C
66601K
Bulb Vinyl Wstp. (Sash)
Flex PVC 70
26
275G
70275CK
Frame Sill Gasket
Polyethylene
27
273A
70273AK
Frame Head Gasket
Polyethylene
28
280
70280BK
Sash Gaskets
Polyethylene
29
7HRKITW
Weephole Coker
Plastic
30
1096
71096W
Sweep Latch
Cast Zinc
31
225
42112N
Roller Housing & Guide
Vinyl
32
226
7BRWHL2
Roller _
_Brass--
40
_1155-
-781PQA-
#8-X7"-QUAD Pn SMS
Steel
41
1155-1
781PQX
#8 X1" Sq. Pn. SMS
41O SS
42
781PSTX
#8 X 1" Sq. Pn. Twin Fast SMS
410 SS
43
78X38PSA
#8 X.375" Sq. Pn. SMS
Steel
44
- 1016
78581NN .:8
X .S25' Ph. Fl. SMS
Steel
.50
1265-3
712653K
Setting Block 3132' X 1/4" X 1"
EPDM
51
1267
71267N
Setting Block 1/e" X 1/2" X 1"
EPDM
54
1625
61625W
1/8" Bead
Aluminum
-%
2719
65016W
3116' Bead
Aluminum
561263
65133W
1/4' Bead
Aluminum
57
1253
6Vi48W
I.G. Bead
Rigid PVC
70
1014
61014FW
Screen Frame
Aluminum
.71
1631
47041W
Screen Comer Key No Ring
Vinyl
72
1630
47D42W
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 I
Screen Spline - .135" Dia. Hard
Rubber
76
Screen Cloth
Fiberglass
80
134
66615W
Add -on Flange (Optional)
6063-T6
81
Dow Coming 899 Silicone Glazing Sealant or Equiv.
1/8" Annealed or Tempered Glass
3116" Annealed or Tempered' Glass
L93
1/4"Annealed or Tempered Glass
1/8"-1/4" Air- IAr An. or Temp. I.G.
1/8"- 3/16" Air - 3/16" An. or Temp. I.G.
Part
Description
Material
60
Kommeding 4SG TIPS Spacer System
61
Quanex Super Spacer nXr Wth Hot Melt Butyl
See this
Sheet for
62
Quanex Duraseal Spacer
Materials
63
Cardinal,XL Edge Spacer
KtFtKtNGt I tb 1 KtFUKI S: r- I L-arl r, eaua 6, OWL!
SILICONE
�— z.aao•
e7s
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT.GLAss O KODISPACE 2.824•
I asr
4SG TPS I oso 062• z.4za 2.,24-
,.a2r
INT. GLASS ---- - -- - - - — - --- - - - -
_ .C50• -�11r- - -
ALUMINUM 10 FRAME HEAD 02 FRAME SILL OSILLADAPTER 04 FRAME JAMB (FIXED)
REINFORCEMENT 6063-6 ALUMINUM 606}6 ALUTAINUM - 6D63-T6 ALUMINUM 6063-76 ALUMINUM
5/16" NOM. 1•542 1.66r
BUTYL &
DESICCANT
FOAM 6, DURASEAL®
.062' .926'
EXT. GLASS O SPACER .0�- 1.662• 2.070• 'i
z.2os 7 —
.093•
INT. GLASS � y _I
OT-MELT BUTYL O FRAME JAMB(OPERABLE)
STRUCTURAL O FIXED MEETING RAIL O7 F 0 FIXED MEETING RAIL OB SASH TOP 8 BOTTOM RAIL
1-010
SILICONE
L 60636ALUMINUM 6063.T6ALUMINM 063-T6ALUMINUM 6063-T6ALUMINUM
FOAM 3/16" NOM.
ITH
WITH 1,749'
DESICCANT
SUPER0sz
EXT. GLASS b2 SPACER® NXTTM ,.695
INT. GLASS
t0 063-T6 ALUMINUM " 6063 T6 ALUMINUM IL 6063-T6 ALUMINUM DOGBONE RCEMENr
POLYISO DESICCANT FILL AREA r 114_ J
BUTYLENE 5/16" NOM.
SEAL ,.,6r
SILICONE SEAL .781• 049• 050'
ROLL -FORMED L T
;TAINLESS STEEL XL EDGE T'4 .050• I
i,
63
SPACER ., 73 SASH STOPREVISED
ADDON FLANGE 11.ODPty�B Ftcrida
JT. Lde
ASS R ddi
6063-'rS ALUMINUM o0ai--i6 ALUMINUM 4UZI BC0
.I I I I I rAcceptw No 16-06 a2
QV ., Revised W. Date: Rarision: F: -raL• Dare ; 2
'' JR 05/05/16 B) ADDED SPACERS By
INT. GLASS PCB,•'' IICENSF •. ���/
N
Revised 6. Date: Revision:
No.58705
. •13 / / . - v ® Desorption: - Drawn By:
"� X"' �� BOM & PART DETAILS J ROSOWSKI
;o�'. S D �6. �,;
•'•F/OR1DP..•• �1070 TECHNOLOGY DRIVE Title: Date:
29
Y.ONq� E�G\` N.
VENI E. F154275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
_ iir t 11 1 1 l0, - NOKOMIS, FL 34274 Se,iaslModel. ale; Sheet Drawing No. Rev:
A. LY L EP.E. CFRT• Oc ALITH. p?g7p6 HR-210 NTS 8 OF 8 MD-HR210-01 B
. .._ •..... P.E.9.E.t! 55705
i
r< �