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ST LUCIE COUNTY
Product Approval 3
DIVISION
USER: Public User BUILDING rj
:11 E
FOR COMP COMP
.dIjrr Anproyal Menu > Product or ApoliCition Search > Applicatio etail j RIEVByIEWED BY
U RrIM-73"MM7701
71M
FL#
FL242-R21 DATE vs
Application Type I
1, R.0 Revision PLANS AND PER IT
Code Version 2014 MUST BE KEPT ON JOB OR
Application Status Approved L___ NO INSPECTION WILL BE MADE
pproved by DBPR. Approval$ by DBPR shall be reviewed and -Fgtlfledby*the!P
and/or the Commission if necessary. ssary.
Comments THESE PLANS AND ALL PROKSF� WOFM
Archived ARE SURjECTT AW!GOVFrJIONS
'P- 0 INS' "TC; IS THAT
G LIn d les, RFORED u"�Y FIL
Product Manufacturer
i
Address/Phone/Email T Technology
logy ;) . I MAY BE INECESSAI!3Y IN 00M 10
'0 c"i Or
North Venice,
_ 0, 1.t 12118 COMPLY WITH ALL AJQj
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowskl@pgtindustries.com
Technical Representative Jens Rosowski CONCEALED FASTENERS OR ATITACH10TS
Address/Phone/Email 1070 Technology Drive _N
Nokomis, FL 34275
(941) 486-0100 Ext 21140i ARE THE RESPONSIBUY OF THE
jrosowskiftgtindustries.corn CONTRACTOR OF RECORD
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated 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 I Option A
Date Submitted
09/07/2016
Date Validated
10/17/2016
Date Pending 178C Approval
Date Approved
10/17/2016
Date Revised
09/25/2017
#p
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-
Florida Building Code Online,.-, Page 2 of 3
summary of Products'
FL #
Model, Number or me
Description •'
242.1
JHR -210 (Non -Impart)
Aluminum Horizontal.Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HV • Yes
FL242 1121 C CAC 16-0629.02.odf
Approved for use outside H • Yes
y Assurance yr�ict�x tlon Date
Impact Resistant: No
04/05/2022
Design Pressure: N/A'r.
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL242 R21 II 16-0629 02.odf
for product performance Information, anchorage details, and anchor
ified By: Miami -Dade BC R
type, size, and spacing information.
Crea ird Party:
Evaluation Reports
Created by Independent Third Party:
242.2 1HR, 510 (Impact)
WlnGuard Vinyl Horizontal Roller Window
Limits of Use -
Certification Agency Certificate
Approved for use In HVHZ: Yes'
FL242 R21 C CAC 15-0612.14.odf
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 R21 II 15-0612.14.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:
242.3 jHR:r_610 (Non -Impact)
WinGuard Aluminu`r1i Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HYFIZ: ,'es
FL242 R21 C CAC• 16-0714.14.odf i
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 Miah*Dade County Notice of Acceptance (NOA)
FL242 R21 11 16-0714.14.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:
242,4 HR- 710 (Impact)
WlnGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ- Yes
FL242 R21 C CAC 16-0714.13.odf
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 Miafrii-Dade County Notice of Acceptance (NOA)
FL242 R21 11 16-0714.13.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing infdrmatibii.
Created by Independent Third Party:
Evaluation Reps '
Created by Indepehdent Third Party:
242.5 HR,. 810 (Large Missile Impact)
Multi -Story Aluminum•Horizontal Roller Window '
Limits of Use I •
Certification Agency Certificate
Approved for use In HVHZ:,Yes
FL242 R21 C CAC' 1.6-0714.10.odf
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 Midif 17.bade County Notice of Acceptance (NOA)
FL242 R21 11 16-0714.10.odf
for product performance ihf'ormation, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing inforriiation.
Created by Independent Third Party:
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 Car 16-071.4-15.ndf
Approved for use outside FIV13Z: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/01/2017
Design Pressure: N/A i
Installation Instructions
Other: Please see the Miafni-W8County Notice of Acceptance (NOA)
f_L242 R21 II 16-0714.I5.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and Spacing inf&mattofl.
Created by Independent Third Party:
. -
Evaluation Reports
Created by Independent Third Party:
242.7 HR;2710M (Imoact)'
2LT HR-2710M PVOHorizontal Rolling Window
Limits of Use
Certification Agency Certificate
Approved for use in HV�(iZ•��f{Yes
FL242 R21 C CAC 15( 52 ,23 M.odf
Approved for use outside H�lHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/23/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Mi9mi'Dade County Notice of Acceptance (NOA)
F1,242 R21 11 15-0528.23 M.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information. (2-lite XX only)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.8 1-111*2710MI (Impact)
2/3 LT HR2710MI.PVC HORIZONTAL ROLLER LMI
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Y
FL242 R21 C CAC 13-1125.03 MI.pdf
HVes
Approved for use outside HZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/23/2020
Design Pressure: N/A 'jr
Installation Instructions
Other: Please see the Mla6-Dade County Notice of Acceptance (NOA)
FL242 R21 II 13-1125.03 Mi.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing infdrmatfoli. (2-lite XX & 3-lite XOX)
Created by Independent Third Party:
Evaluation,Rep6ris
Created by Independent Third Party:
242.9 IHR79410 (Non -Impact)
Vinyl Horizontal Roller Window
Limits of Use, -
Certification Agency Certificate
,
Approved for use In HAZ-:.rYes
FL242 R21 C CAC 16-0714.18.odf
Approved for use outsltle FI\fHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2020
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Florida Building Code Online Page 3 of 3
Y I
Design Pressure: N/A
Installation Instructions
Other: Please see the Mia(fti-Dae a County Notice of Acceptance (NOA)
FL242 R21 II 16°0714.18.ndf
for product performance in &rna�an, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Informatfo,".
Created by Independent Third Party:
Evaluation Reports
Created byIndepencient Third Party:
242.10 IHRz55lO (Impact)
Vinyl Horizontal Roller Window '
Limits of Use "-
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R21 C CA.C' 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 II 16-0714.17.ndf
for product performance Information, anchorage details, and anchor
Verified By: Mlanji-Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.11 ISGQ - 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.odf
' 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 Miafrii-DaGp County Notice of Acceptance (NOA)
FL�a2_ R7,7, IT ��Qf�2 Q'.ROf
for product performance informafien, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing infdFinatipr1.
Created by Independent Third Party:
Evaluation Reports
_
Created by Independent Third Party:
242.12 JSGIJ2500 Window (Non -Impact)
Aluminum HorizontaGRoller 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 IJVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/22/2018
Design Pressure: N/A
Installation Instructlons
Other: Please see the Miami: bade County Notice of Acceptance (NOA)
FL242 R21II 15-0609.09 WDW.odf
for product performance info?iaation, 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 SGd-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.ndf
Approved for use outside HgHZ: Yes
Quality Assurance Contract Expiration Date
i
Impact Resistant: Yes
08/04/2021
Design Pressure: N/A
Other: Please see the Miafni-Dal County Notice of Acceptance (NOA)
Installation Instructions
FL242 R21 If 16-0505.01.odf
for product performance Informat6n, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing .in4mal.180H.
Created by Independent Third Party:
Evaluation Reports
_
Created by Independent Third Party:
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 pinne: 850-487-1824
The ".hate of Florida is an 0,1EEO employer. Cooyrioht 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 We office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective Octgber 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 of tfal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department witli n 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 .
fr' :i%5E Product Approval Accepts:
e � 99 M
, +;11 j aClmc
Credit Card
Safe
xt
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y
MIAMI-DARE
DEPARTMENT Or REGULATORt' " ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/eeonoiny
POT Industries, Inc.
1070 Technology Drive '
North Venice, FL 34275
SCOPE: j t
This NOA is being issued under the applicable rules and regulations goveming the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to beu,•sed in Miami Dade County and other areas where allowed by the Authority
Having Jufisdiction A
This NOA shall not be valid after.the expiration date stated below. The�lVliami Dade County Product Control
Section (In Miami -Dade County) and/or_tbe AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or materiel' tested for quality assurance purposes., If this product or material fails 'to
perform in the accepted maimer, the manufacturer will incur the expense: of such testing and the AHJ may
immediate) revoke modify of -sus end the use of such product or material within their jurisdiction. RER
y �::. • P P
reseives the right to revoke lhis acceptance, if it is determined by Miami —Dade County Product Control
Sectionthat this product or material fails to meet the requirements of the applicable building code.
This product is approve scribed herein, and has been designed to comply with the Florida Building
Code, including the Hi obi urricane Zone.-
DESCRIPTION: Seri -AO" luminum Horizontal Rolling Window - N.I.
APPROVAL DOCUME • 1?l a ing No. MD-EM10-01 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 Cdi �6 Product Control Revision stamp
with the Notice of Acceptanc ber aped expiration date by the Miami -Dade County Product Control
Section. -
MISSILE IMPACT RATE G: None.
LABELING: Each unit sliall'.b a pe anent 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.
s
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable buil '' g code negatively affecting the performance of this product.
TERMINATION of this NOAwill 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
It
to comply with any section of this NOA shall be cause for termination anti removal of NOA.
ADVERTISEMENT: The NQA. 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 dohs in its entirety.
INSPECTION: A copy of''Iis. 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.
6 F" j NOA No. 16-0
CMIAMIMADECIUNTY ; , : tion Date: April 05, 2022
Approva , 6
Page 1
y
PGT Industries, Inc., 1"
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacture"r's'die drawings and sections.
(Submitted under NOA No. 114201.04)
2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets I
through 8 of 8,4hted 12/01/11, with revision B dated 05105115, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
I0
B. TESTS
1 Test reports bn:,!l) Uniform Static Air Pressure Test Loading per FBC, TAS 202-94
Large Missile Impact Test per Fii�'C, TAS 201-94 1:
3) Cyclic Wind Pressure Loading peiFBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed *endow and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer systefti.-Duraseal' spacer system, Super Spacer® NXTTm spacer system and XL
EdgeTM spacei�system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc.' Test Rep6rts No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06YO2116 respectively, all signed and. sealed by Idalmis Ortega, P.E.
2. Test reports on: 1,i.�D Air Infiltration Test; per FBC, TAS 202-94
;2) Uniform Static Air Pressure Test Loading per FBC, TAS 202-94
!3)O� Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with mar0d-up drawings and installation didgram of an aluminum horizontal
sliding window, -prepared by Fenestration Testing Labor ' atory, Inc., Test Reports No.
FTL-6657 a`n&]FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for ea4ilated 03/22/12, all signed and sealed by'Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1201.04)
L
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014),.!4ated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony L ynn aler, P.E.
(Submitted uae7r. previous NOA No. 15-0609.05)
2. Glazing COM7'j'.)Iip; Pith ASTM E1300-04
D. QUALITY ASSURANCE
. t�
1. Miami -Dada Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS'
1. None.
lg
el a Mnu31�ez, P.E.
t Co ro _
Product nt kEjaminer
NOA No. X-0629.62
Expiration Date: April 05,2022
Approval Date; August 04,2016
E-1
PGT Industries, ]Inc.
NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement leti& 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, Pl.
(Submitted aficlerprevious NOA No. 15-0609.05)
2. Statement letter�,`Q'f no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted ul, 4rPrevious NOA No. 15-0609.05)
3. Laboratory dbmoliance letter for Test Reports No. FTL-6657 and VM-6658, issued
by Fenestration(Tj..esting Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,'
both signed and, :sealed by Marlin D. Brinson, P.E.
(Submitted �n der NOA No. 11-120i. 04)
4. Proposal No.. 16-0125 issued by the Product Control Section, dated March 09, 2016,:
signed by Is%,Chanda, P.E.
G. OTHERS'
1. Notice of AccejA'bnce No. 15-0609.05, issued to PGT- Industries, Inc. for their Series
"HR-210" Alunifiaurn Horiz'ontal Sliding Window - N.I., approved on 08/13/15 and
expiring on 04/0kI7.
q1
Manuel Pere , P.E.
Product Control ExaWner
NOA No, 16-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04 2016
x. E-2
GENERAL NOTES: SERIES 210 NON -IMPACT .
HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO C0161PLY 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 HE
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 1-12' THICK ARE TO BE CONSIDERED
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL
6E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
Wl. D'BUCK DESIGN -AND INSTALLATION IS THE RESPONSIBILITY OF _
THE ENGINEER ORAnHrfECT OF RECORD.
5) ANCHOR,EMBEDMENT•TO:BASIf'WTERIAL:SHALL BE BEYOND WALL -
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENTAS
SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON
ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD
BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NO'. FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE O
TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4'
THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHO ED
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 CLASS PER ASTM El MO. HEI
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 V3% 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
INTO CONTACT W17H OTHER DISSIMILAR MATERIALS 8!741i MEET
THE PF.QUIRENIENTS`OF THE FLORIDA BUILDING CODE FOR CORROSION -
RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6657 & 6658; ELCO ULTRAC:ON
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
•ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
• AISI-S 100-07/S2-2010
120" WIDTH
119"BUCK WIDTH
JB SHEETS
_ 5&6
IA
_---_—_
--_-56-7/6'IGHT
SASH
VISIBLE
FIXED
VISIBLE
LIGHT
�/
LIGHT
62'
BUCK
HEIGHT
26-9116'
FIXED
SASH
VISIBLE
VISIBLE LIGHT
VISIBLE
LIGHT
- ALWAYS ,SEE B
SEiOTES B & C-'-.-HEET
—`�
''nF2E0U1RED"-."7H15N'OTE,
S
;. 3'
@ CORNE
TYP. X-1/2-1/41 ELEVATION
74" WIDTH
73" BUCK WIDTH
�r SHEETS
I B r.Rt;
L.EIGHT
C
6S7/8"
SASH
VISIBLE
LIGHT
67-1/8'
FIXED
VISIBLE
I LIGHT
33-9/16"
33-9116"
SASH
FIXED
VISIBLE
LIGHT
VISIBLE
I LIGHT
TABLE 1:
'A SHEETS
5&6
�---, 3-3116"
t,
HE
90' WIDTH
89' BUCK WIDTH
B SHEETS
588
I
26-WFIX
A
VISIBLE
LIGHT I
/
/
w
IGHT
62"
56-I
SASH
VISIBLE
LIGHT
/8"
58-1/8"
FIXED
VISIBLE
LIGHT
�/
BUCK
HEIGHT
26-7116"
SASH
VISIBLE
L
LIGHT
� I
' ALWAYS.... ':SEE NQ.TE A, 8
ppoUIRED'- THIS SHEET i
� •
'@ CORNERS seel'lV I=
B 8 C, THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
Min.
bedment
A
1/4" Steel
Hollow Block, (ASTM C90)
2-1/2"
—Ern
1-1/4'
#12 Steel
SMS (G5) or
#12 410 SS
SMS
P.T. Southem Pine (SG = .55)
9/16"
1-318"
A36 Steel, .125' min
WEI"
Min. of 3 threads
beyond metal
substrate
3/8"
Aluminum, 6063-T5, .125" min.
3/8"
C
Steel
Ultracon
1"
1-3/8"
Grouted4illed Block, (ASTM C90)
2-112"
1-3/4"
1/4" 410 SS
CreteFlex
Concrete (min. 3.4 ksi)
1"
1-3/4"
Hollow Block, (ASTM C90)
\ALWAYS 3" l 13 3-3/16'
UIRED SEE NOTE D. THIS SHEET
@ CO ERS
TM XO ELEVATION (OX SIM.)
ANCHOR SPECIFICATIONS..........-1
ANCHOR SPACING/QUANTITIES... 2
DESIGN PRESSURES, XOIOX....... 3
DESIGN PRESSURES, XOX............
4
INSTALLATION. STD MR .................
5
INSTALLATION. HO MR ...................
6
GLAZING DETAILS ..........................
7
CORNER ASSEMBLY ......................
7
EXTRUSION PROFILES ..................
8
PARTS LIST .....................................
B
* : No. 58705
D
6
•-AORIDA•_••'•����
S10NALIENG`��
A. LYNN MILLER. P.E.
P.E.# 58705
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". '
D IF WINDOW WIDTH IS OVER 89'
'A SHEETS
5&6
F� 3- IG'
C. REQUIRE
D. REQUIRED IF WINDOW
WIDTH IS OVER 45'.
PRODUCTREVISED _
. cauplyiag with dm Florida
Building Code Ifa"062�i.p2
Acc`ptmce No 2
'ration we
Revised W..
JR
Dare:
05/05/16
Ravlslon:
8) ADDED SPACERS TO
SHEET 8.
By
Miami
Revised 1b,
Date:
Revision:
®
Description:
NOTES & ELEVATION
Drawn Sr.
J ROSOWSKI
1070 TECHNOLOGY DRIVE 77tie:
N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS. FL 34274 Senes1Mod14: Sca/e: SMeh Drawing No. Rerr
CERT. of AUTH. #29296 HR-210 NTS 1 OF 8 MD-HR210-01
1 ANCHOR ON
1 EACH SIDE OF
ANCHOR AT
CORNER THE MEETING
RAIL
I ANCHOR AT
CORNER
SEE TABLE 2, . .
1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON
EACH SIDE OF ANCHOR EACH SIDE OF
1 ANCHOR AT THE MEETING QUANTITIES THE MEETING
CORNER RAII ----- RAIL
I
I
MIN. 3
II
ANCHORS IN
'
!I ANCHORS IN
!JAMB FOR
'�
JAMB FOR
17" MAX. O.C. FOR TION44" OWS UP
WINDOWS UP
_ .
M N. 4
WINDOWS UP TO 63'
'TO 44", MIN.4
TALL, 20' MAX. O.C. ANCHORS IHJAMB
ANCHORSIN
FOR
FOR WINDOWS OVER 63"
JAMB FOR
WINDOWS
WINDOWS
OVER 44'
OVER 44•
1 ANCHOR AT
CORNER 1
�_
6' MAX.
1rm
OC
-
6" MAX,
6" MAX. —�{
.?'-1
r—
6" MAX. FROM
_
,_____-.ti-.,��='!1 ':.�';.-:�:.i?, ::7'9 •,S'
` II 22-3/%i
_'iMAX. O.C�
61 MAX. --�
f•~
6" MAX. FROM
CEN
MEETING RAIL (X2)
ANCHORAGE
FOR
ALL XOX (1/4-112-1/4) CONFIGURATIONS
cORAIL(xz)
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS
TABLE 2:
1
1ANCHORON ANCHOR 1ANCHORON
1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF
CORNER THE MEETING FIXED THE MEETING
RAIL LITE RAIL
ANCHORS iN,
: ,A�(B FUR `
WINDOWS UP
TO 44-, MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
6' MAx —
1 ANCHOR AT
CORNER
6' MAX.
— --
C.
Y
10
O
6' MY
I
--i I_- MEETING RAIL (X2)
ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS
1AX
XO, Ox&XOX ''
EGRESS HEIGHT: (WH - 4.5/8
XO & OX:
EGRESS WIDTH: (W=2-3-1/2)
XOX(114.112-114):
EGRESS WIDTH: (WW/4-2-5116)
XOX(113-1/3-1/3):
EGRESS WIDTH: (WA/3-6)
x
X0, Ox & XOx:
SASH VISIBLE LIGHT HEIGHT: (WH-6-1/8)
FIXED VISIBLE LIGHT HEIGHT: -4-7/6
XO&OX
SASH & FIXED VISIBLE LIGHT WIDTH: 12-3-7116)
XOX (1/4-1/2-1/4): '
SASH VISIBLE LIGHTWIDTH: (WW/4-3.7/16)
FIXED VISIBLE LIGHTWIDTH: (WWI-3-13116)
XOX (V3-113-1/3):
SASH & FIXED VISIBLE LIGHT WIDTH: (W W13 - 3-9116)
PRODUCT REVISED
- LE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. w complying with the Florida
Building Code
Acceptanw
Expiml' Dare Z
Revised By: Date: Rev!siorc
AS' Dole Prodnat
K. Revised By. Dote: Revision:
Description: Dram lb,
�"613.Lc ANCHOR SPACING & QUANTITIES J ROSOWSKI
1070 TECHNOLOGY DRIVE T&.: Date:
' N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 Series/Model: Scab; Sheet.• Drown9 N. Rer.
.A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 HR-210 NTS 2 OF 8 MD-HR210-01 B
P.E1158705
FRAME
TYPE
FRAME
WIDTH
FRAME HEIGHT
2"fr.
44'
�.I
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
_AF
B
C
A
B
C
A
B
C
A
B
C
53-1/6"
1
1
1
1
1
1
1
1
1
1
1
1
74"
2
2
1
1
2
1
1
1
1
1
1
1
STANDARD
a.
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
1
109,
3
3
2
1 2
3
2
2
2
2
1
2
1
3
3
3
1 3
3
2
2
2
2
753-
.F�A
1
.1
1
1
1
1
1
1
1
T
1
74°
2
1E22
1
2
2
17,
&5'
2..
2-�
-2
z
2
2;MEETING.,
97"
2
3
2
2
I 2—f!'2
2
2
2
2
RAIL
109"
3
3
2
3
3
3
2
2
2
2
12D'
3
4
3
3
3
3
3
2
2
2
i!'%�'
TARI P S-
_
_XOXCONFiGURATION 1
MAXIMUM DESIGN PRESSURE RATING (ps1)
FRAME
WIDTH
GLASS
TYPE
-STANDARD-MEETING RAIL
HEAVY DUTY MEETING RAIL
FRAME HEIGHT - --
--- FRAME HEIGHT
38-3/8"
44"
50-5/9'
63"
_
38-3/8"
- 44" --
_ 50 5/8"
63"
Z
49„
Glass 2 & 3
+55.0/-90.0
+55.0/-90.0
+55,01-76.3
+55.0/-59.2
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.'OA78:9
O
Glass 4 & 5
+55.01-90.0
+55.0/-90.0
+55.0/-69.1
+55.01-69.1
+55.0/-90.0.
+55.0/-90.0
0/-90.0
+55.01-90.0
Glass 2 & 3
+55.0/-90.0
+55.0/ 84.7
+55.0/-71.4
+55.0I55.1
+55,0/-90.0.
+55.0/-90.0.
�+55.01-90.0
+55.0/-73.5
Glass 4 & 5
+55:01=90.fl
+55.0/-90.0
4:65`0/=83.2
+55.0/-64.3
:+55.0/-90.0
+55.61-V0
''90.0
+55.0/-90.0
-=61
`GI5S5•LY.3-
+55:0/=90.0
+55.01.r63
h5540/1639
"+55.0/
.i;49.0/49.0
+5E;.01-90.0
+55.0/90,i0_+550/-85,9-_:55.01-65.3
Glass 4 & 5
+55.0/-90.0
+55.0/-89.0•
74.5
+55.0/-57.1
+55.0/-90.0
+55.01911.0'
+55.0f 90.0
+55.0/-84.5
74"
Glass 2 & 3
+55.01-81.0
+55.0/-66.8
+55.01-55.3
+41.9141.9
+55.01-90.0
+55.01-88.9
+55.01-73.7
+55.01-55.8
m
Glass 4 & 5
+55.0/-90.0
+55.0/-77.9
+55.0/-64.5
+48.81 48.8
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+55.0/-72.2
BY
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/-67.2
+50.3/-50.3
Glass 4 & 5
+55.0/-88.2
+55.01-71.7
+55.0/-58.8
+44.0/-44.0
+55.01-90.0
+55.01-90.0
+55.0/36.9
+55.0/-65.0
Glass 2 & 3
+55.0/-73.8
+55.0/-59.6
+4B.6/-48.6
+36.2/-36.2
+55.0/-90.0
+55.01-79.5
+55.0/-64.8
+48.2 -48.2
90"
Glass 4 & 5
+55.0/-86.1
1 +55.0/59.6
+55.01-56.7
+42.2/-42.2
+55.0/-90.0
+55.01-90.0
+55.0/-83.9
+55.0/52.4
Glass 2
+55.0/-90.0
+55.01-79.5
+55.0/-66.4
+50.8/-50.8
+55.01-90.0
+55.0/-85.0
+55.01-73.8
+55.01-59.4
53-1/8"
Glass 3
+55.0/-90.0
+55.0/-79.5
+55.0/-66.4
+50.8/50.8
+55.0/-90.0
+55.01-90.0
+55.0/-78.3
+55.0/-56.2
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+55.0/-77.5
+55.0/-59.2
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.01-87.5
Glass 2
+55.01-80.4
+55.0/-64.9
+52.9/-52.9
+39.3/39.3
+55.0/-83.1
+55.0/-72.8
+55.0/-62.0
+47.9/-47.9
74"
Glass 31
+55.0/-80.4
+55.0/-64.9
+52.91-52.9
+39.3/39.3
+55.0/-90.0
+55.0/-79.6
+55.01-70.0
+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
+55.0/-90.0
+55.01-90.0
+55.0/57.8
Glass 2
+55.01-74.7
+55.0/-61.2
+49.1/49.1
+35.8/35.8
+55.0/-74:7
+55.0/57.2
+55.0158.9
+46.81-46.8
0
85"
Glass 3
+55.01-77.2
+55.0/•61.2
+49.1/-49.1
+35.8/35.8
+55.0/-81.9
+55.01-71.1
+55.01-62.8
+47.8/-47.8
z
Glass 4 & 5
+55.01-90:0
+55.01-71.4
+55.0/-57.3
+41.8/-41.8
+55.0/-90.0
+55.01-90.0
+55.0/-84.6
+65.0/51.8
_Ln'
-�
' :-
-Glass 2
+55.0/55.3
-+55.0/-58.8.
+46.3/-43.3
•:33:1/-33.1
+55.0/-65.3
, +55.0/M.0
+53.7/53.7_
+43.9L43.9
97"
Glass 3
+55.0/-72.5
+55.0/-58.8
+46.31A6.3
+33.11-33.1
+55.0/-72.5
+55.0/-63.7
+54.7/-54.7
+44.21-44.2
N
Glass 4 & 5
+55.01-87.0
+55.0/58.6
+54.1/-54.1
+38.7138.7
+55.0/-90.0
+55.0/-90.0
+55.01-79.9
+55.0/57.1
Glass 2
+55.0156.7
+53.4/-53.4
+44.7/-44.7
+31.2/31.2
+55.0/-56.7
+53.41-53.4
+48.4/-48.4
+40.5/-40.5
IN'
Glass 3
+55.0/54.8
+55.0/55.8
+44.7/•44.7
+31.21-31.2
+55.0/-64.8
+55.01-55.8
+48.2/-48.2
+39.61-39.6
Glass 4 & 5
+55.01-84.7
+55.0/56.5
+52.2/-52.2
+36.4/36.4
+55.0/-90.0
+55.0/-90.0
+55.01-77.1
+53.81-53.8
Glass 2
+49.7/-49.7
+47.9/-47.9
+43.6/-43.6
+30.0/-30.0
+49.71-49.7
+47.9/-47.9
+44.31-44.3
+37.5/37.5
120"
Glass 3
+55.01-57.6
+51.11-51.1
+43.6/43.6
+30.0/30.0
+55.0157.6
+51.1/-51.1
+44.1/-44.1
+35.8/35.8
Glass 4 & 5
+55.01-83.2
+55.0/-65.0
+50.9/-50.9
1 +35.0135.0
+55.0/-90.0
+55.0/-90.0
+55.0/-75.2
+51.7/-51.7
TABLE 6*
Glass Types
3/16" Annealed
-�
1/4" Annealed
1/8" Annealed-l/4" Airspace-V8" Annealed
3
W1'6" Annealed3/16" Airspace-1/6 Ar!ii ad'-
3/16., Tempered _
5
1/8" Tempered-1/4" Airspace-1/8" Tempered
3/19' 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:
� a
XOX(1/3-1a3-1I3)
a a
XOX (1/4-1/2.1/4)
PRODUCT RE ISEDFlorida
as complying
Building Code
Ea:pi.i "Date F
Ry
M' Dade 1
�m
r-
o
0
U) i U) O
s W E Q N
ei o yz. LU
O
Z_ u-
X
O
O
W J .to
O O co EZ
ofv
W --I
Q
a Z O
8 8 Z O- •• N
z a �❑ WWW2
2 n m
N
rn�M mIa
- p ppli
' � ✓ =VO1�r �'�4
�ot
U
A. LYNN MILLER, P.E
P.E.N 58705
INSTALLATION OPTION 1 CONCRETEICMU STANDARD MEETING RAIL (�
1X WOOD
PER ANEMENCHOR TYP. ANCHOR AND TYPE, BUCKSTRIP, ,
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, 'CONCRETE
OPTIONAL 2X WOOD EDGE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. OR CMU
PER
SO ADDON DISTANCE 11 SEE TABLE 1, SHEET 1. ° ANCHOR
FLANGE @ 114• _
REQUIRE -
HEAD. EDGE SHIM 2g 90 MENT
SILL 8 JAMBS DISTANCE . • x 93 30 54 X -
.- -- - --_ EMBED-
- -_ MENT —__-- --_- 44 =—_
1 SASH
SASH O I VISIBLE. I
�1 •rYP. ANCHOR —VISIBLE ---- ----- ---���111 LIGHT III~~~~ EDGE
1 TYPE, EMBEDMENT 57 LIGHT _II~~ __ — WIDTH DISTANCE
AND EDGE WIDTH
I I DISTANCE PER
II II I -FIXED-- -
I I SUBSTRATE, SEE •� 76 y'1I _ _
TABLE 1, SHEET 1. 25 24 74
LIGHTS - - - .70. _
STANDARD v -... .., ENT
t
21 ,. ,...ram . 80 •v _. STANDARD WIDTH 4 - EMBED-
1 II II ��r I I t` - :FEET 1G RAlt- 6, EXTERIOR `/MEETING RAIL 1XINOOD
itSTALLi+T.ON I eucr
:� i- `FI • D_ Ir III- OPTION 2t t . • r - _:�- _ ?INST4i L''!TIrJN=;
,NSTAL�.A7IC>•C" _I'' • w .,-7,-~`�-3;i-ly.�
' 4iS,GLE i I' I .i.• - " ,• BUCK WIDTH
I it II I ANCHORS DIRECTLY I /" t _ I INSTALLATION ANCHORS
LIGHTHEIGHT II II II INTO MASONRY. TIP-TO-71P WIDTH THROUGH 1X BUCKSTRIP
jl �I Ij SASH HORIZONTAL SECTION A -A INTO MASONRY.
II II VISIBLE
TIP•TG71P II II LIGHT —+i 1/4"MAX.SHIM
HEIGHT I Ij� I I HEIGHT -
L I
BUCK II i II EMBEDMENT
#12 STEEL 4 (WOOD ANCHOR TYPE, ,
0 I I I X SELF -DRILLING _ 10 X 11 EMBEDMENT AND EDGE
HEIGHT SMS (GS), SEE TABLE DISTANCE PER SUBSTRATE,
II �I II 1, SHEET 1. — — — SEE TABLE 1, SHEET 1.
24 I I- II ----- ------
jI I
DADEAPPROVED
—.----.—.--.—.---.
II ill j1
32 MULLION, ALUMINUM,
I
O
II li
31 STEEL FRAMING OR STEEL
I SASH VISIBLE
--;;;111
Ij
57 1,
STUD. SEE SUBSTRATE
PROPERTIES, TABLE I,
4"CUTLENGTH SHEET I. _ _-
LIGHT W DTH -------------
-
12 @ EACH
3
MEETINGRAIL EXTERIOR
25 FIXED
VISIBLE
-
LLATI
INSTALLATION -I
STARAINDARDLIGHT WIDTH
6
INSTALLATION
iYP: ANCHORTYPE, OPTION V
MEETING
OPTION 1 '
li
EMBEDMENT AND EDGE�INST�LATION
..
2-:
"` --._
SDI TANCEPER. •--` ANCHOR I
Ste,-n--�:---
K
BUC WIDTH
'- TIP-TO-T!P WIDTH _ -
INSTALLATION
ANCHORS
'CHORS INTO 2k,
.- -
Ow 29
SU SUBSTRATE. SEES_. _. :- DIRECTLY INTO
" '-
...
TABLE .,CHEETAt METAL.
C=C
HORIZONTAL SECTIONlXWOOD
BUCKSTRIP, NOTES:
BUCKET
PRODUCTREVISED `•`��
SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE
ss romplying with the F' '
THIS SHEET. DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
Bwldmg Code
Accapreom t+o l 0_06,9 O'L
1/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2'iretian
Date 2O�%.Q,
THICK ARE TO BE CONSIDERED 1X
I
Revised 8y. Date:
Ra vl.1m
W ' INSTALLATIONS. IXOOD BUCKS ARE(c1
•'
_
-
Merni 1•toA�ct�
1X WOOD •
BUCK ° •
CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED
ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS
Revised By. Dale:
Revleton.
EXTERIOR
:•'
' REQUIREMENT DEPICTED AS 2X ARE 1-1/2'THICK OR
GREATER. 1X AND 2X BUCKS (WHEN
• ' ° • • USED) SHALL BE DESIGNED TO PROPERLY^A(Ga:
TRANSFER LOADS TO THE STRUCTURE.
INSTALLATION DETAILS, STD MR
�OwO W.
J ROSOWSKI
INSTALLATION
OPTION 3 WOOD BUCK DESIGN AND INSTALLATION
VERTICAL SECTION B-B
IS THE RESPONSIBILITY OF THE
1070 TECHNOLOGY DRIVE
Tif1e:
Dote
INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD.
N. VENICE. FL 34275
!
HORIZONTAL
ROLLER WINDOW
DETAILS 12/01/11
THROUGH 1%BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4'.
_ "'. . �' P.O. BOX 1529
NOKOMIS: FL 34274
Sheeb
Rar.
INTO MASONRY.
A. LYNN MILLER P.E. CERT. OF AUTH. #29296
Serteel,Hodal.
HR-210
Scale:
NTS 5 OF 8
Drorfng No.
MD-HR210-01 B
-.
- - •-.. ..
P.E3158705 ., ..
CONCRETEICMU - 1X WOOD
INSTALLATION OPTION 1 PERANCHOR HEAVY DUTY -MEETING. ? TYP. ANCHOR
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT EMBEDMENT AND TYPE,
SEE NO EI 2, ' CONCRETE
EDGE DISTANCE PER SUBSTRATE, THIS SHEET. OR CMU
OPTIONAL EMBEDMENT PER
80 OPTIONAL
2X WOOD DISTANCE t1 SEE TABLE I,. SHEET I. ANCHOR
FLANGE (a) REQUIRE. MAX REQUIRE.
-_ HEAD. EDGE SHIM 23 93 90 X 10 \ MENT
SILL S JAMBS DISTANCE X 0 54
---- EMBED- °
MENT44
SASH I - •.
a SASH VISIBLE III
TYP. ANCHOR - VISIBLE C LIGHT EDGE
1 TYPE, EMBEDMENT 57 LIGHT -- - _____ WIDTH ° • •�: DISTANCE
AND EDGE WIDTH
\I�1 I DISTANCE PER �~ _ __ I(
II I� SUBSTRATE, SEE 76 FUCED--I __ 74
2 -�I VISIBLE I -70
II II TABLE 1, SHEET 1. 25 4 LIGHT III'���- - 5
Il II III [ I 80 WIDTH • I. - ]X-WOOD _ EMBE0.
t l I BUCK t t �. MENT
�1 1 II �INSTALLdT�N '" _ i
t li I n —r _ `~'^ c: „ . 7 HEAVY:OUTY ;1HEAW. DUTY INSTALLATIO
I - III II .i .p ..-- .OPTION 2: -: _ ... - .. _ E ..� MEETING RAIL W.EETIN GRAIL �. t
XTERK)R;. _
FJXEb 1 Lr.... f.
!j
c r I I '-• . I INSTALLATION - _ .-_— =GL ❑,
OPTION 3
SVBTs II it II ANCHORS DIRECTLY BUCK WIDTH — INSTALLATION ANCHORS'
HE LIGHT
II II II INTO MASONRY. TIP -TO -TIP WIDTH
THROUGH 1X BUCKSTRIP
II II it SASH HORIZONTAL SECTION A -A INTO MASONRY.
I IVISIBLE
TIP -TO -TIP �I I II LIGHT -� r- 114' MAX. SHIM
HEIGHT i I� 1 HEIGHT
I I - 5/ - 4 2XWOOD T1'P. ANCHOR -TYPE,- _
BUCK II II II #12 STEELEMBEDMENTEMBEDMENT AND EDGE
HEIGHT O II II 11 X SELF -DRILLING 10 DISTANCE PER SUBSTRATE,
SMS (G5), SEE TABLE X SEE TABLE 1, SHEET 1.
1, SHEET
II II II
24 DADE APPROVED ---- ---
1 I
32 MULLION, ALUMINUM, I I STEEL EL FRAMING OR STEEL _ I SASH VISIBLE I
II I 31 STUD. SEE SUBSTRATE 11 LIGHT WIDTH
57
I PROPERTIES. TABLE 1,
— _ I I. 4' CUT LENGTH SHEET 1.
12 @ EACH -
3 -- MEETINGRAIL - EXTERIOR 25 FIXED VISIBLE
INSTALLATION n LIGHT WIDTH INSTALLATION
TYP—. ANCROR-TYPE, OPTION V - HEAVY DUTY OPTION
EMBEDMENT AND EDG. INSTALLATION MEETING RAIL 7
DISTANCE PER INSTALLATION
_ ANCHORS �- . ,_- _ ANCHORS IN(O 2X `
SUBSTRATE„$TEE : "';� DIRECTLY INTO - .. , - I " '- - - -
�i2% TABLET SHEET.J. METAL I Lam— BUCK WIDTH — WOOD `
1XWOOD NOTES: r TIP -TO -TIP -WIDTH I
BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE PRODUCT RBVISFD --
SEE NOTE2. ANCHORS LISTED ON TABLE 1 OF SHEET 1. HORIZONTAL SECTION C-C ac complying with the Florida
THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE Building Cede
Aaeptnncc No .OQ
1!4' MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. - pt Data p�L Revised By: Dote: Reviefon: —
1X WOOD 2) ALL WOOD BUCKS LESS THAN 1-12' THICK - ' " Piet
BUCK CONCRETE PER ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X Revised W. Octe: Revision:
ANCHOR WOOD BUCKS ARE OPTIONAL UNIT MAY BE - -
EXTERIOR REQUIREMENT . v INSTALLED DIRECTLY TO SUBSTRATE. WOOD _
BUCKS DEPICTED AS 2X ARE 1-12' THICK OR ® Description:
INSTALLATION GREATER. IXAND 2XBUCKS (WHENUSED) (�6 INSTALLATION DETAILS, HD MR J ROSOWSKI
�/�
SHALL BE DESIGNED TO PROPERLY TRANSFER -
OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK 1070 TECHNOLOGY DRIVE Title: Date:
VERTICAL SECTION B-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529
INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM ; : NOKOMIS: FL 34274 Seriea/Nadel: Scale: Sheet Omrarg No. Rer.
THICKNESS TO BE IM. A. LYNN MILLER, P.E.CERT. OF AIJTH. g29296 HR-210 NTS 6 OF 8 MD-HR210-01 B
P.E.# 58705
V
.330"
-+I � .250"
O I
1.600"
a %'URIVCRJ
ASSEMBLY DETAILS
OSILL ADAPTER
u — WEEPHOLES /
2O SILL WEEPHOLE DETAILS
SHOWN WITHOUT WEEPHOLE COVERS.
SEE SHEET 1 FOR QUANTITY AND SPACING
415"
1200" -� F+- 1200'
118" ANNEALED OR
TEMPERED GLASS
o
� I I
.382'MIN.
GLASS BITE z
81
1/8" GLAZING DETAIL
- 3116' ANNEALED OR 114" ANNEALED OR
TEMPERED'GLASS - TEMPERED GLASS
`�` rMN
92
FMIN. III 2- -IBITE��"G�AIII Z
` 1 81 81U
3/16" GLAZING DETAIL 1/4" GLAZING DETAIL
12" MIN.
GLASS STACK
114' AIRSPACE
118' ANNEALED OR
TEMPERED GLASS 118' ANNEALED OR
TEMPERED GLASS
87 I 93
}
.382' MIN,
GLASS BITE I�
81
60-63
1/2" I.G. GLAZING DETAIL
1/d'AiRSPACE
3)
12" MIN.
GLASS STACK
311(7AIRSPACES
3116' ANNEALED OR
TEMPERED GLASS 11W ANNEALED OR
TEMPERED GLASS
I
57 I� 94
.382' MIN. II II
GLASS BITE
81
60-63
1/2" I.G. GLAZING DETAIL
3116' AIRSPACE
PRODUCI'REVISED
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A: LYNN MILLER; RE
P.E.a 58705
Item
Dwg#
Part#
Description
Material
1
215B
6215W
Frame Head
6063-TB
2
264
6264W
Frame Sill
6083-T5
3
265
6265BW
Sill Adapter
6063-76
4
21 BA
621OW
Frame Jamb (Fixed)
6063-TB
5
219
61088W
Frame Jamb (Operable)
6063•T5
6
220B
: 6220W.
Fixed Meeting Rail
6063-T6
7
267
6267W
Heavy Duty Fixed Meeting Rail
6DS3-T8
8
223A
6223W ISash
Top & Bottom Rail
6063-TB
9
223A
6223W
Sash Bottom Rail
6083-TB
10
221B
6221BW
Sash Side Rail
6063-T6
11
222
6222W
Sash Meeting Rail
6063-TB
12
270
6270W
Dogbone Relnlb=merlt
6063-TB
13
2785
62785W
Sash Stop
6063-75
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
GIA
12'
.19D" X.200'•Q Jon Wstp. (Framo)-
Flax PVC 70
�v6Q200K
! 4066
64066G —.187'X.2:0",FnWstp.
-
_24
25 1
i 1OO8C
- 66B01K-
Bulb,Vnyl Wstp. (SaYh�` h) ' •
Flex PVC70'
26
27PC
I '10275CK
Frame Sill Gasket
Polyethylene
27
273A
70273AK
Frame Head Gasket
Polyethylene
28
280
70280BK
Sash Gaskets
Polyethylene
29
7HRKITW
Weephole Cover
Plastic
30
1096
710%VV
Sweep Latch
Cast 73nc
31
225
42112N
Roller Housing & Guide
Vinyl
32
226
7BRWHL2
lRoller
Brass
40
1155
7B1POA
IAS X 1" QUAD Pn SMS
Steel
41
1155-1
781PQX
#8X1" Sq. Pn. SMS
41O SS
42
781PSIX
#8 X 1' Sq. Pn. Twin Fast SMS
41O SS
43
78X38PSA
#8X.375' Sq. Pn. SMS
Steel
44
1016
7858WW
#8 X.625' Ph. FI. SMS
Steel
50
1265-3
7121353K
Setting Block 3/32" X 1/4' X'."
EPDM
' 51
1267
71267N
Setting Block 1/0" X1/2" X 1"
EPDM
54
1625
616254V
1/8" Bead
Aluminum
55
2719
65016W
3/16- Bead
Aluminum
56
1263
65133W
1/4' Bead
Aluminum
57
1253
6VT48W
I.G. Bead
Rigid PVC
70
1014
81014FW
Screen Frame
Aluminum
71
1831
47041W
Screen Comer Key No Ring
Vinyl
72
1630
47042W
Screen Cameo Key with Ring
Vinyt
73
Y320
1 7320SPNIO
,^,creen Spring. - -
Spring -Steel
,'-
L74
` 1824 '
' 61624K
'Scrlxn Spline-.13S Oia ;�oa:n �
Rubber
75
le35—
—61635K—
Screen --Spline -.135"Dia. Hard
Rubber
78
Screen Cloth
Add -on Flange (Optional)
—Fiberglass—
8083-TB
so
134
66615W
81
Dow Coming 899 Silicone Glazing Sealant or Equiv.
90
1/8' Annealed or Tempered Glass
91
3115" Annealed or Tempered Glass
92
1/4' Annealed or Tempered Glass
93
VB'- 1/4" Air-1/8" An. or Temp. I.G.
94
1/8-- 3118' AV - 3/16" An. or Temp. I.G.
Part#
Description
Material
60
Kommeding 4SG TPS Spacer System
61
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
62
Quanex Duraseal Spacer
Matedala
63
Cardinal X_ Edge Spacer
REhtKhNUh It51 KtPUKIJ: n -an r, oaoo aomu
SILICONE
ATs•POLYIr—
STRUCTURAL TYLEN 1/4' NOM. I.-- z.6o6•
WITH OB DESICCANT
WITH DESICCANT
Exr.clAss KODISPACE r 2.824"
0 4SG TPS I °5°^ t
1.azlr 4z,I
INT. GLASS A
J-- IL .p62' 62•
BUTYL &
DESICCANT
Fnatt
EXT.GLASS
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT. GLASS—
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT.
5116"
.050•
IINUM (DFRAME HAD OPRAME SRL CSILL ADAPTER
-ORCEMENT 6063,TB ALUMINUM 6063-T5ALUMINUAI 6063-T6 ALUMINUM
1.54Y �j
-T
.062•
2.124•
1
OFRAME JAMB (FIXED)
6063-TSALUMINUM
:)M. 1.642• —+{ 1.E62• - J
A�
1
ODiJRA,.SEALn I-
61 .O6'e' YI-il - I
SPACER •' L� .>n6•
zzes^ Imo' 1.66z•"� zoto• T
L GGIII
1.0I0• � 1.O6Y
GLASS r liillll I 062' 1 1
71
-MELT BUTYL O FRAME JAMBfO?ERAeLE). O FIXED MEETING RAILL O7 HD FIXED MEEnNG RAIL i BO SASH TOP & BOTTOM RAIL
6063-TS ALUMINUM 6W3-T6ALUAUNUM 6063-TB ALUMINUM 60L7-TSALUMINUM
3/16" NOM.
r— tau• 1.Tas•
SUPER Oa3• D6Y �{
sz SPACER
,.ems �7I I �'.'6
U t.4sr
062
%�INr. clss
10 6083TRAWMIINUM tt SASH �-TB ALUMINUMIL t2 D�}T6 ALUMINUM REINFORCEMENT
DESICCANT FILL AREA r 1 114• �I
5116' NOM. �n 9 1.16r
v— ILICONE.0 AL ear •. b. .os°• ..
# .050• T
e
63 XL EDGE'M
SPACER t3 SASH STOP OADDON FLANGE
606YM ALUMINUM 6063-T6 ALUMINUM
",11n1lrrr .
INT. GLASS ` C��•'• I,tCENgF •. /�� '
_ * : No.58705 13
=_
A. LYNN MILLER, PF.
P.E.# 58705
PRODUCT REVISED
ao rnmplyiag with dw Floridar-
AcceSuilc0gCode
16aw Pia 16-06'A:02
Revfsetl 6y: Data Rerie/on: — t4tam— — _ — 77
JR ''05/05/16 8)ADDED SPACERS Dy
Revrxd S): Dote: ReYWon:
® Deacdpdm: Drawn By:
BOM & PART DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE 1'dle: I Date:
N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 swl"may; Scale: SM1eeh DrwNg No. Rev:
CEFM OF AUTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B