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FL# FL242-R21
Application Type Revision
Code Version 2014
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
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
` North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory. Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO--CER
i
Validated By. Miami-Dade BCCO-VAL
P
Referenced Standard and Year (of Standard) Standard I Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By .
u
' Ii
Product Approval Method Method 1 Option A
Date_Submitted 09/07/2016
_ Date Validated 10/17/2016
Dat"Pending•FBC Approval
Date Approved 10/17/2016
Summary of Products
FL# Model, Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL242 R21 C CAC 16-0629.02.odf
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 FL242 R21 II 16-0629.02.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL242 R21 C CAC 15-0612.14.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 FL242 R21 II 15-0612.14.odf
Acceptance(NOA)for product erformance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL242 R21 C CAC 16-0714.14.1)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 FL242 R21 II 16-0714.14.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL242 R21 C'CAC 16-0714.13.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 Miami-Dade County Notice.of 1'FL242 R21 II 16-0714.13.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER.
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information.. Evaluation Reports
.Created-by Independent.Thl d Party: - _J
242.5 HR-310(Itarge Missile Impact) MUlti-Story Aluminum Horizahtal'RpUr Wind'ow"
'
Limits of Use - - Certification Ager-y Certific:iEe
Approved for use in Hi711-it,Yeas FL242 R21 C CAC 16 0714.'10�pdf.
Approved for use;outside. HVHZ•-Ye; _ Quality A"uranca Contrai-t.Exteirn,a,.:r hate I
Impact Resistant:Yeti 1-1/01/2017
Design Pressure:N/A Installdtion Instructions
Other:'Please see:the Miam!7Dade County Notice of FL241 R21 II 36 0734. _pHt -
Acceptance(NO.q)for product-pe,formance information, Verified 3y: Miaml-Dade B:?C rr
anchorage details, and an+:hor type,:ize;and-spacing Created by- nclLpendent Third Poch vi
inf&mation.:' I Evaluation Reports L....
-- Created by Indepen, n' l j
I
242.6 HR-S10(Small Missile Impact) Multi-Story Aluminum Horzeraal
Limits of Use Certification,Agenry:.taa ,Rcge
Approved for use in HVHZ: Yes FL242 R2i C CAC:_A .r.ad_
Approved for li;e.outside HVHZ: Yes Quality Dssur§.nca ContiraLt iR p r:r�:inn Date-
Impact Resistant:Yes 11/O1/2017 +
Design Pressure: N/A Installation Instructions I
Other:Please see the Miami-Dade County Notice of FL242 .R21 11 16-0714 t5.nof
Acce ance NOA for roducc rf-annance information, Verified S M' I
P= (NOA) P Pe �1 ianti lade
anchor, ge'd •4,etyils,,and anchnr'ty sia_e,;and spacing Created try 1,idepe,dent, Ora");rtv—
infnrma:iun. Evaluation ke ort
Created by lndependen' `htrn
I242J I H� 2710M (Impact) �2�T HI: 7_71yM PUC.aar,r.?nt:1 ' '„ruu W nd;+m' I
MIAMI•DADE ( NIIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I�1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wv"v.miamidade.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governi fg the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
_ This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of suchi 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
11
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"BR-210"Aluminum Horizontal Rolling Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-ER210-01 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,
11
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 thig 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 Iiterature. If any portion of the NOA is
__ _ _display_ed,_thenitshalLbe_done_n 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.e idence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
1 NOA No. 16-0629.02
CMIAM1jr-DADE couNTY x ir� t�n rf 05,2022.
' gust 04,,20 6Ap D c: g I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-1201.04)
2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details'', sheets 1
through 8 of 8, dated 12/01/11, with revision B dated 05105115,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idah-nis 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-5t"
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. c`
RI
A angel TF-
tz,Droduct Controannirrr
NOA No.. 0629.02
Expiration Date: .Aprir 0�,7,0;:::
E-1
it
' I
PGT Industries,Inc.
.I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIiTTED
j
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5t6 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 1,0/18/11 respectively,
both signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-1201.04) it
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E. i
G. OTHERS
I. Notice of Acceptance No. 15-0609.05,issued to POT Industri Ils, Inc. for their Series
"HR-210"Aluminum Horizontal Sliding Window,-N.I., appr6ved on 08/13/15 and
expiring on 04/05/17.
I
i
i
... r I 'f.?ice
Manuel Pere
E
. � .1?f L t OlEY,Ijc'D181'
a aUo:l Date- Apra+t5,7.0
pro
Ap
E-2
GENERAL NOTES:SERIES 210 NON-IMPACT 120"WIDTH (� 90'WIDTH
HORIZONTAL ROLLER WINDOW 119"BUCK WIDTH -- III as"BUCK WIDTH
I1 rB 586ETS I B SHEETS
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH 5 8 6
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE --------------- - ------------
HIGH VELOCITY HURRICANE ZONE(HVHZ). j I ----"'-- _-----
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 26.3/6'
REGIONS. -, A SHEETS I _ FIXED
5 8 6 VISIBLE // A SHEETS
3)FOR MASONRY APPLICATIONS IN MIAMI-DAD-c COUNTY,USE ONLY A A I // LIGHT I / 5 8 6
MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS fi3" 56-718" / 58-118" / i / 63' 56-718- 68-118" j
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 HEIGHT SASH FIXED HEIGHT 1
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE i VIS BLE , VISIBLDE
ANCHOR TYPE,SFk TABLE 1,SHEET 1. LIGHT /// LIGHT 62• LIGHT LIGHT �r
62' 1 i 4)ALL WOODjBUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED BUCK I BUCK
HEIGHT 26-9716' HEIGHT i
1X INSTALLA: S A IONS.:1X WOCD BUCKRE OPTIONAL IF UNIT IS SASH 56-3116"FIXED 26-7/16"
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X VISIBLE LIGHT SASH
ARE i-t/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL VISIBLE II VISIBLE
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. LIGHT - L LIGHT -
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. I- l
ALWAYS SEE NOTE A, B —�'I f'•+— 3-3116"SEE NOTES B&C. ALWAYS SEE NOTE A, B j--� 3.3/16-
5)ANCHOR EM1!BEO.'MENT TO BATE MATERIAL SHALL RE BEYOND WALL REQUIRED THIS SHEET 3' REQUIRED THIS SHEET
DRESSING OR STLICCO.USE ANCHORS.OF SUFFICIENT EMBEDMENT AS @ CORNERS THIS SHEET -
TYP.XOX(1/4-1/2-1/4)ELEVATION @CORNERS SEE NOTES
SPECIFIED ON TABLE 1,SHEET 1.NARROW JOINT SEALANT IS USED ON B 8 C.THIS SHEET
ALL FOUR CO.INERS OF THE FRAME:INSTALLATION ANCHORS SHOULD
BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER rF:�:�73'
74"WIDTH TYP.XOX(1/3-1/3-1/3 ELEVATION
BEYOND HE S INSTALLATIONE SHALL C DONE BY OTHERS AND IS BUCK WIDTH )
BEYOND THE SCOPE OF THESE INSTRUCTIONS.� � B SHEETS I I TABLE I:
6)SHIMS ARE'REQUIRED AT EACH ANCHOR LOCATION WHERE THE 586 Anchor Min.Edge Min.
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF �- Anchor Substrate
TRANSFERRING APPLIED LOADS.SHIM TO BE NO MORE THAN 1/4"_ Group _ Distance Embedment
THICK.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED __ _ ____ _ _____ _ 1/4"Steel
A Hollow Block,(ASTM C90) 2-1/2" 1-1/4"
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ; I Ultracon
C C 5 8 6 SHEETS B 012 Steel P.T.Southern Pine(SG=.55) 9/16^ 1-3/B"
A)NEGATIVE DESIGN LOADS BASED ON STRUCTURAL. TEST
7)DESIGN PRESSURES: U /////// SMS(G5)or A36 Steel,.125"min 318" Min.of 3 threads
HEIGHT / I #12 410 SS A653 Stud,Gr.33,0.0346"min.(20 Go) 318" beyond metal
PRESSURE.FRAME.ANALYSIS AND GLASS PER ASTM E1300.
B)POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, "/ I SMS Aluminum,6063-T5,.125"min. 3/8" substrate
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 65-7/8" 114"Steel Concrete(min.2.9 ksi) 1" 1-3/8"
ASTM E1300.. 77• 67.1/8'
BUCK SASH I FIXED 'C Ultracon Grouted-filled Block,(ASTM C90) 2-1/2" 1-3/4"
HEIGHT VISIBLE
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO I VISIBLE 1/4"410 SS Concrete(min.3.4 ksq 1"
LIGHT
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN LIGHT CmteFlex Holloly Block,(ASTM C90) 1-3/4"
PRESSURE..THE 33 1/3%.STRESS INCREASE HAS NOT BEEN USED IN 33-9/16" 33.9116"
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS _ SASH _ I FIXED
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT VISIBLE VISIBLE
CQb:E INTO C'ONTACT WITH OTHER DISSJMILAR MATERIALS SHALL MEET LIGHT I LIGHT
1 'T:iE%.1:r R` '4r3 OF TH-c FLORIDA BUILDING CODE FOR CORROSION WEEPHOLE NOTES.(SEE WEEPHOLE DETAILS SHEET 7 OF 8)'
'RESISTAiiC=. _ _ A.REQUIRED IF WINDOW WIDTH IS OVER 67-.
ALWAYS 3' B —ter Imo— 3-3/16" B.REQUIRED IF WINDOW WIDTH IS OVER 45'AND UP TO 67-.
91 RFFEREN4E7:TEST REPORTS FTL-6657 8 6658;ELCO ULTRACON REQUIRED C.REQUIRED IF WINDOW WIDTH IS OVER 89'.
.fiCA:'LCO Ci'tLETERt(NOA;ANSI/AFBPA NOS FOR WOOD SEE NOTE D,THIS SHEET D.REQUIRED IF WINDOW WIDTH IS OVER 45". PRODUCT REVISED
@ CORNERS
C0NSTRLK;7I0N A.,D ADM ALUMINUM DESIGN MANUAL. s c avlt�ith fix Florida
TYP.XO ELEVATIO
1d)THP2 iU Si F.v.HORIZONTAL ROLLER WINDOW WAS FORMERLY N(O M)"'^I1III^(II rrvry AIo:cPL ucc lQn I 2� 2
X SI /
I .. iret{an Dalc
SERIES. GENERAL NOTES 1 C1� L Revised By: Date: B vision:
PACERS TO By 06 1 2
! ............................ I%ENSF
—_ ELEVATIONS....................................I JR 05/05/16
' lllrbl-';,.IGN. PRL.e.SU.RE RATING IMPACT RATING - •: J SHEET 8. Miami ado Pia rlCm rot
L; .I Y, - ANCHOR SPECIFICATIONS,...,,,.,,..1 _>♦• No.58705 Revised W. Date: Revision:
!!I II V\RIES.3 4 IMPACT RESISTANC DESIGN PRESSURES,XO/OX. 3 NOT RATED FOR ANCHOR SPACING/QUANTITIES...2 - n
SF::SHEETS R E .......
�._ -D L
DESIGN PRESSURES,%OX............4 / i
Sr,1i4DARU5 USED: INSTALLATION,STD MR.................5 Q (D m DescnPtian: Drown By.
6
B GENERAL NOTES&ELEVATION J ROSOWSKI
`•;� — INSTALLATION.HD MR...................6 � < - E OF �r/
rL0^IPA.Bi.ILDINr,t:OL,•E.(FBC),STH EDITION GLAZING DETAILS..........................7 i�s ". ORIDA. �1
�.TM c1;:J0-04 CORNER ASSEMBLY......................7 i / (2,N�� 1070 TECHNOLOGY DRIVE 7rf/e:
. -
i S
1:::1'.SIlAFBPA NU5.2012 FOR W000 CONSTRUCTION EXTRUSION PROFILES..................8 vvr/�NAL EN1�� N.VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
UMfi'dUM DESIGN(MANUAL,ADM-2010 11111 P.O. BOX 1529
i PARTS LIST..................................... 8
f +,:CI-S00U-i7/S2-7.010 NOKOMIS; FL 34274 Series/Model: scole; Sheet• Drawing No. Rev:
I --' --'— A.LYNN MILLER,P.E.
P.E.s58705 CERT. OF AUTH. �29296 HR-210 NTS 1 OF 8 MD-HR210-01 B
SEE TABLE 2,
I ANCHOR ON 1 ANCHOR ON THIS SHEET,FOR 1 ANCHOR ON XO,OX 8 XOX:
y ANCHOR EGRESS HEIGHT:(WH-4.5/0' EACH SIDE OF EACH SIDE OF EACH SIDE OF
1,4ftfiOR AT 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT
CORNER ,H CORNER CORNER C ER EGR SS WIDTH WW/
— ------- N - - 2-3-1/2)
Tox
I� •' ,r;"' •. r T 6-MAX. _ - _..._._._.__.____.._ EGRESS WIDTH:(WW/4-2.5116)
E MEETING T
RAIL RNE
RAIL RAIL OR
" XOX(1/3-1/3.1/3):
. . � .... 6 MAX
-�.._...__._._. .. ,. III•. EGRESS WIDTH:(WW13-6)
.. _ ........ Iy
._.._..... MIN.3• __....._....."_.. ANCHORS IN
ANCHORS IN II JAMB FOR
JAMB FOR / / 17"MAX.O.C.FOR WINDOWS UP 1T MAX.
WINDOWS.4, I WINDOWS UP TO 63' TO 44",MIN.4 / O.C.
TJCHORS IN. I TALL,20'MAX O.C. ANCHORS IN
FOR WINDOWS OVER 63" JAMB FOR
.JAMB FOR,, I WINDOWS
WINDOWS OVER 44'
OVER 44"
6'MAX.
6"MAX. -+� f•~ I 22-3/4"
6"MAX. 6'MAX.FROM I \ MAX.O.CI'� _
MEETING RAIL(X2) III'""����
6.MAX. - 6"MAX.FROM XO,OX XOX:
R
MEETING RAIL(X2) 8
-� CENTER ANCHORAGE FOR ALL XOX(1/4-1/2-1/4)CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT:(WH-fi-1/8)
-
FIXED VISIBLE LIGHT HEIGHT: WH_4.7/8
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS TABLE z: XO&OX:SASH&FIXED VISIBLE LIGHT WIDTH:(WWrz-3-7n6
FRAME HEIGHT XOX(1/4-1/2.1/4):
SASH VISIBLE LIGHT WIDTH:(WW/4-3-7/16)
FRAME FRAME 383/9' 44" 505181, 63" FIXED VISIBLE LIGHT WIDTH:(WW/2-3-13/16)
TYPE WIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP XOX(1/3-1/3-113):
SASH&FIXED VISIBLE LIGHT WIDTH:(WW/3.3-911(1)
1 -A B C A B C A B C A B C
VANCHOR ON ,ANCHOR 1 ANCHOR ON
...-. 1 ANCHOR.AT. EACH SIDE OF - AT EACH SIDE OF i ANCHOR AT 74" 2 2 1 1 2 1 1 1 1 1 1 1 THE MEETING FIXED THE MEETING -
'` CORNER- I CORNER STANDARD
RAIL LITE RAIL MEETING 2 2 2 2 2 'I 1 2 1 1 1 1
RAIL 97" 2 3 2 2 2 2 2 2 1 1 1
6'MAX. 1 _
109' 3 3 2 2 3 2 2 2 2 1 2 1
.7 129' 3 3 3 3 3 2 2 2 2 2 2 1
3-1/ 1 1 1 1 1 1 1 1 1 1 1 1
I 5 B'
MIN.3 y HEAVY 74" 2 2 1 2 2 1 2 L
1 1 1 - -- - - - -
ANCHORS:N i; / / —L DUTY 85" 2 2 2 2 2 2 2 2 2 1
..JAMB FOR 97, 2 3 2 2 3 2 2 2 2 2
WINDOWS LIP III ' 1T MAX MEETING
TO 44".KN.4 RAIL 109" 3 3 2 3 3 3 3 2 2 2
o.c.
ANCHCRSiN120" 3 4 3 3 4 3 3 2 2 2 PRODUCT REVISL-13
JAMB FOR �� - / SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS.
as complying wish the Fluids
lNl^1Ci04J5 Building Code
_—OVEf_44.' Revised By: Dote: Revision: 1�� -
131,Y(
- Mi., D.&Pro toot
fi'MAX. - Revised By: Dafe: Revision:
6"MAX. =-e'1 !�- - = ...[r
^ 6"MAX.FROM
= - MEETING RAIL(X2) Description: Drown By:
ANCHOR SPACING &QUANTITIES J ROSOWSKI
. :_ANCHORAGE FOR ALL XOX(1/3-1/3-1/3)CONFIGURATIONS 1070 TECHNOLOGY DRIVE r,De: Defe:
1 — N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
I I. NOKOMIS: FL 34274 Series/Modcl: Scale: Sheet: Drowing No. Rev:
A.LYNN MILLER,P.E.
I LI=- ------ P.E_058705 CERT. OF AIJTH. 29296 HR-210 NTS 2 OF 8 MD-HR210-01 B
1 '
;
PRODUCT ILEVISED
compt),ng with 0r t:ka idn
Building Cede
I AcvsPmnce r>n 16•C129.o2
- Evcirei�n Vate —' ^2D22
TAi1LE ;di• 'I)odc Product 1.�mt
j .. x>`OR O C' Ij MAXIMUM DESIGN PRESSURE RATING(psfl V
j I �bt.F.1GiPATIOh1S
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
ji�A.Pr'.E•1 GLASS TABLE4: Y ` 10
I ! FRAME HEIGHT FRAME HEIGHT Glass T es
I NIrJ-"H j TYPE �;_ YP U) o
I I' 38-313" 44" 50-5/B" 63" 38318" 44" 5D518" 63" 72"
_mil 1/8"Annealed 0 N O
II j j j Glas5:1 . 1 t55.0l-90.0 +55.01-90.0 +55,01-86.9 +55.0l-67.9 +55.01-90.0 +55,01-90.0 +M.0f-86.9 +55.0!67.9 NIA 1 1/8"Tempered 0 J
I l "6 1i1" Class 2&3 +55.01-90.0 +55.0/-90.0 +55.0/90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 2 3116"Annealed $ N
GI3s;s 4&5 +55.01-90.0 +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 +55.0/-90.0 e e i
^I: 1/4"Annealed o o W =
+55.01.61.2 +55.0/56.0 +49.71-49.7 +55.0/-73.5 +55.01-61.2 +55.01-56.0 +49.71-49.7 NIA ❑
II 118"Annealed-1/4"Airspace-1/8"Annealed 's❑
Glass 2"&' �+55.0/-90.0 +y5.01-90.0 +55.0/57.2 +55.01-67.2 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-77.9 3 o
_ 3I16"Annealed-3116"Airspace-1/8"Annealed O
j Glad! -F 4&3,I+55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-34.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-78.1 4 3116'Tempered X ❑
i— Class 1�+55.01-67.5 +53.7753.7 +44.61-44.6 +35.51-35.5 +55.0/-67.5 +53.7/53.7 +44.6144.6 +35.5/-35.5 NIA 1/4"Tempered
f ng„`� Glass 2 1,+55.6/-90.D +55.01-90.0 +55.01-75.0 +55.01-57.1 +55.0/-90.0 +55.0l-90.0 +55.01-89.2 +55.01-77.2 +55.01-65.8 u
118"Tempered-1/4"Airspace-1!6"Tempered E O c7
Glass 3 +yS.U/-90.0 +55.0/-90.0 +55.0l-75.0 +55.01-57.1 +55.0/-90.0 +55.01-90.0 +55.01-80.3 +55.01-63.9 +55.0/-57.1 5 X ^
_ 3116"Tempered3l16"Airspace-1(6"Tempered n W
+55.0/- 55.0171.4 +55.0l-90.0 +55.0-90. +55.0/-90.0 +55.0/-77.4 +y5.01 66.0 JClass 4&5 55.Cl/-90.0 W
Glass 1 +55.0!06.0 +53.1153A +43.61-43.6 +32.3/-32.3 +55.01-66.0 +53.1153.1 +43.61-43.6 +32.3132.3 N!A NOTES: � 0 z
Glass 2' j 4-55.01.90.0 +55.0/-85.1 +55.01-70.5 +53.41-53.4 +55.01-90.0 +55.01-88.9 +55.01-79.9 +55.0/-68.0 +55.0/-61.3 Z
49. 1)USE THIS TABLE FOR ALL XOlOX WINDOWS PER
THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN J
Glass 3 +55.01-90.D 155.0/85.1 +55.0l-70.5 +53.4/-53.4 +55.0/-90.0 +55.O1-90.0 +55.0/-78.5 +55.0158.1 +50.6/-50.6 o u LU Q
ARE TIP-TO-TIP.
Glass 4&5'.�55.Ul=90.0 +55.01-90.0 +55.01.88.1 +55.01-66.7 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.01-72.3 +55.01-61.5 _ 0- 1.—
o
2)FOR SIZES NOT SHOWN,ROUND UP TO THE
G?ss 1 5`O/-63.7 +52.4/52-.4 +43.51A3.5 +31.2/-31.2 +55.0/-63.7 +52.4/52.4 +43.5/-03.5 +31.?131.2 NIA Z N _N
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION c C7 N v"�
Gloms 2. +55-G/-90.0 +55.01-81.0 +55.01-66.7 +50.21-50.2 +55.0/-90.0 +55.01-85.0 +55.0/-73.8 +55.0159.4 +54.0/-54.0 SHOWN ON THE TABLE.
j 'Glass�k ,p i;50-90.0 +55.01-81.0 +55.01-66.7 +50.21-50.2 f+55.01-90.0 +55.01-90.0 +55.01-78.3 +55.0156.2 +46.81-46.8 3)DESIGN PRESSURES MAY BE INTERPOLATED p4&5 +55.U/-9D.0 +55.0/-90.0 +55.01-83.4 +55.0/-62.7 5.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-66.0 +55.0/-57.4 BETWEEN SIZES. ¢ a 8❑Glass 1 +a5.0/-59.2 +50.4/50.4 +42,81-02.8 +31.8/-31.8 5.0/-59.2 +50.4/50.4 +42.8/-02.8 +31.8/31.8Glass 2 +55.01-89.2 +55.01-75.1 +55.0/-61.1 +45.41-45.4 5.0/-89.2 +55.01-79.3 +55.0/67.2 +51.0151.0 +44.0/-04.0 CONFIGURATIONS APPLICABLE TO THIS SHEET:61' Glass 3 +55.Ul-9C.0 +55.O1_75.1 +55.0161.1 +45.4(-05.4 5.0(-90.0 +55.0l-90.0 +55.0l-77.0 +55.0157.2 +46.4l-06.4Glass 4&5 r55.0/90.0 +55.0/-90.0 +55.0/-76.4 +55.0156.7 5.0/-90.0 +55.0/-90.0 +55.0/-82.9 +55.0/51.5 +51.81-51.8 0 x
�- lass 1 +55.0/-50.3 +48,5/-48,5 +41.6141.6 +32.01-32.0 +55.0l-56.3 +46.5/-48.5 +41.6/-41.6 +32.0132.0 NIA ="v_i
'Glass 2 +55.01-79.7 +55.01-72.5 +55.01-56.5 +43.0/-43.0 +55.01-79.7 +55.01-77.1 +55.01-65.2 +49.31.49.3 +41.2/-01.2 [� �b°$ o
Glass 3 +55.0/-79.7 +55.01-72.5 +55.0158.5 +43.01-03.0 +55.0/-79,7 +55.01-79.7 +55.0/-74.9 +55.0/57.6 +47.01-07.0 oz g w
j I Glass 4&5 +55.0/-79.7 +55.0/-79.7 +65.01-73.1 +53.81-53.8 +55.01-79.7 +55.01-79.7 +55.0/-79.3 +55.0158.3 +48.9/-08.9
Gloss +51-51.1 +44.2l-04.2 +38.91-38.9 +30.0/-30.0 +51.11-51;1 +44.2l-04.2 +38.91-38.9 +30.0130.0 NIA
1 i i
_
l I Glass 2 I!+55.01-63.5 +55.0/63.5 +55,0(55.3 +40.0/40.0 +55,0(63,5 +55.0/63,5 +55.01-62.0 +47.9/-07.9 +39.8/-39.8 xo
+ 7 J Glass+55.G/-63.5 +55.0/-63.5 +55.01-55.3 +40.0/-00.0 +55.01-63.5 +55.0/-63.5 +55.01-63.5 +54.1154.1 +45.0/-45.0
Glass &5 �.55.0/-63.5 j+55.01-63.5 +55.01-63.5 +50.01-50.0 +55.01-63.5 +56.01-63.5 +55.01-63.5 +54.2/-54.2 +45.1/45,1
f I •- OX A.LYNN MILLER,P.E.
1 REA 58705
. ....'. .., PRODUCT P
n �Vl3ED _
ttc compling wish the FlesiJa
uildinsy Cole '!/rO2
i
1
Ae-ept"oce
Esyirl mD�te
TABLE 5: h;ian+J[�nJe I'r uct n r
cx CONFIGURATION MAXIMUM DESIGN PRESSURE RATING(pso
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL _
FRAME GLASS TABLE 6: Y "
WIDTH TYPE FRAME.HEIGHT FRAME HEIGHT Glass Types U) a m
or
' 38-3/8" 44" 50-5/S" 63" 38-318" 44" 50-5l8" 63" �: 0
Gl 2&3 +55.0/-90.0 +55.0/-90.0 +55.0/-76.3 +55.0/-59.2 +55.0/-90.0 +55,0/- . + z
900 55.0/-90.0 +55.0/-76.9 3/16"Annealed O ,• co
ass
49" 1/4"Annealed o O
�,j ;. Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-89.1 +55.01-69.1 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 O 8 Q N
Glass 2&3 +55.01-90.0 +55.G/-84.7 +55.01-71.4 +55.01-55.1 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-73.5 1/B"Annealed-114"Airspace•1/8"Annealed
� z2
53-1/8' 3 3116"Annealed-3/16"Airspace-1/8"Annealed o -' o W
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0l-83.2 +55.01-64.3 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.D ❑ =p
3/16"Tempered Q
Glass 2&3 +55.0/-90.0 +55 0l-76.3 +55.0/-63.9 +49.0/-49.0 +55.0/-90.0 +55.0/-90.0 +55.0/-85.1 +55.01-65.3 4
61" o
Glass 4&5 +55.01-90.0 +55.01-89.0 +55.01-74.5 +55.01-57.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-84.5 1/4"Tempered O
5 - 1J8"Tempered-1/4"Airspace-1/8"Tempered
❑ co
�., 74" Glass 2&3 +55.0/-81.0 +55.0/-66.8 +55.0/-55.3 +41.9/-41.9 +55.0l-90.0 +55.0l-88.9 +55.0l-73.7 +55.0l-55.8 6 Z �-
Glass 4&5 +55.0/-90.0 +55.01-77.9 +55.0/-64.5 +48.8/-48.8 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-72.2 3l16"Tempered-3/16"Ai space-1/5"Tempered X %O
' 'o d•
.f� Glass 2&3 +55.0/-75.6 +55.01-61.5 +50.4/-50,4 +37.7/-37.7 +55.0/-90.0 +55.01-81.8 +55.0/-67.2 +50.3/-50.3 ,Q o X y
85 Lu
Glass 4&5 +55.01-66.2 +55.01-71.7 +55.0/-58.8 +44.01-44.0 +55.01-90.0 +55.01-90.0 +55.01-86.9 +55.0/-65.0 ¢ LLI U)
Glass 2'&3 +55.0/-73.8 +55.0/-59.6 +48.6/-48.6 +36.2l-36.2 +55.01-90.0 +55.01-79.5 +55.01-54.8 +48.21-48.2 NOTES: O m Z�0, U) 0:
Glass 4&5 +55.01-86:1 +55.0/-69.6 +55.0/-56.7 +42.2/42.2 +55.0l-90.0 +55.0/-90.0 +55.01-83.9 +55.07�2.4 1)USE THIS TABLE FOR ALL XOX WINDOWS PER
Glass-2 +55 0/-90.0 +55.01-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-85.0 +55.0/-73.8 +55.0/-59.4 THE ELEVATIONS ON SHEET 1.DIMENSIONS L�jd Q
SHOWN ARE TIP-TO-TIP. Q' � O
53-1/8" Glass 3 +55.01.90.0 .+55.0/-79.5 +55.01-66.4 +50.81-50.8 +55.01-90.0 +55.0/-90.0 +55.0/-78.3 +55.01-56.2 Z
_ Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.01-77.5. +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-87.5 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Z O N
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION my. o Ur N $
Glass 2 +55.01-80.4 +55.0/-64.9 +52.91-52.9 +39.3/-39.3 +55.0/-83.1 +55.0/-72.8 +55.0/-62.0 +47.91-47.9 SHOWN ON THE TABLE. v m U) Z
74" Glass 3 +-55.O1-80.4 +55.01.64.9 +52.9/-52.9 +39.31-39.3 +55.01-90.0 +55.01-79.6 +55.01-70.D +52,51-52.5 0 O
3)DESIGN PRESSURES MAY BE INTERPOLATED .s T" o❑ = rn
Glass 4&5 +55.0/-90.0 +55.0/-75.8 +55.0/-61.8 +45.9/-45.9 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 BETWEEN SIZES. s rc
3± G!ass 2 +55.01-74.7 :v55.0/-61.2 +49.1/-49.1 +35.8/-35.8 +55.0/-74.7 +55.01-67.2 +55.01-58.9 +46.8146.8 w
J Z N A
E:)" Glass 3 +55.01-77.2 +55.01-61.2 +49.11-49.1 +35.8/-35.8 +55.0/-81.9 +55.0/-71.1 +55.0l-62.8 +47.8/-47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET: 0 o N m
u; --
Glass 4&5 +55.0l-90.0' +55.0/-71.4 +55.0l-57.3 +41.8/-41.8 +55.0/-90.0 +55,D/-90.0 +55.01-84.6 +55.01-61.8 Gn
:i
Glass 2 +55.0/65.3 +55.0/-58.8 +46.3/-46.3 +33.1/-33.1 +55.0/-65.3 +55.0/-60.0 +53.7/-53.7 +43.9/43.9 0 x�
Zwo.-
c °97" Glass 3 +55.0/-72.5 +55.01-58.8 +46.3/-46.3 +33.1/-33.1 +55.0/-72.5 +55.0/-63.7 +54.7/-54.7 +44.2/-44.2 ° LL
Glass 4&5 +55.0l-87.0 +55.0/-68.6 +54.11-54.1 +38.71-38.7 +55.01-90.0 +55.01-90.0 +55.01-79.9 +55.01-57.1
Glass 2 +55.0/-56:7 +53.4/-53.4 +44.7/-44.7 +31.2/-31.2 +55.0/-56.7 +53.4/-53.4 +48.4/48.4 +40.5/40.5 ^ w
o
v F t09" Glass 3 +55.0/64.8 +55.0/-55.8 +44.7/4q.7 +31.2/-31.2 +55.0/-64.8 +55.01-55.8 +48.2/-08.2 +39.6/-39.6
-- + _
-Glass &5+55 01=84 7 +55.0T66.5 +52.21-52.2 +36.4/-36.4 +5! 01-90.0 +55.01-90.0 +55.01-77.1 +53.B1-53.8 XOX(1/3•119-1/3)
L �l _ Glass 2. +49.7/-49.7 +47.9/47.9 +43.6/-43.6 +30.0/-30.0 +49.7/49.7 +47.9/-47.9 +44.3/44.3 +37.5/-37.5
1 4i)'! Glass 3' +55.01-57.6 +51.1/-51.1 +43.6/43.6 +30.01-30.0 +55.0/-57.6 +51.11-51.1 +44.1/-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 +55.01-90.0 +55.01-75.2 +51.7/-51.7
- T--- XOX(114.112-1/4) A.LYNN MILLER,P.E.
P.E.I{58705
li.
- CONCRETE/CMu STANDARD MEETING RAIL f� 1XWOOD
PERANCHOR
TYP.ANCHOR TYPE. BUCKSTRI7. P, ,
V:'iOU, REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, •OR CMUCONCRETE
EDGEDISTANCE PER SUBSTRATE,-\ THIS SHEET,
l `1 n s J; !-• -�� DISTANCE EMBEDMENT 11 SEE TABLE 1.SHE 1. �\ ° ArR
NCHOR
l•; _..1 ; g` � \� _�___ _ • _ 114"MAX _ REQUIRE"
r I 23 /9�3\ MENT
EDGE SHIM /"�v/
EMBED- DISTANCE
MENT
44J .,
SASH
+:-a• L ��� ^ SASH I VISIBLE
-' TYP.ANCHOR /t/,, /'�VISIBLE -O -� LIGHT - \ EDGE
TYPE,�EMBEDM:NT ^ ' 57 J LIGHT fff� - - WIDTH \ � - ° DISTANCE
,..AND EDGE. J WIDTH _ i _ v.n.�.wvv,r..n.v.ra'�1Y - �,
��. ✓w..w.•�.nn
I .. :;!S7s;NCE PER FIXED
-�t L'�„ II \``gUBS(RATE,SEE 76 / _�I VISIBLE
TABLE I'SHEETL - ��-25 24 LIGHT IYY'fff�-- "'-�70� (-5`1 I-
�, / �\ STANDARD `W EMBED-
0 60 STANDARD 6 / WIDTH ����---6\\\• 1X WOOD MENT
r'•'� �-.i INSTALLATION MEETING RAIL�� EXTERIOR /MEETING RAIL BUCK
I!I` iil! OPT] INSTALLATION
1NSTALIJTiON BUCK WIDTH OPTION 3
I INSTALLATION ANCHORS
' `'� I,;_ , III I A14CHORS DIRECTLY THROUGH IX BUCKSTRIP
. .i;i r�.. TIP-TO-TIP WIDTH
- I• :!j;i, I!�1 I INTO MASONRY.
SASH HORIZONTAL SECTION A-A INTO MASONRY.
VISIBLE
TIP.
i I!-'�'I!� lii -y r- 1/4"MAX.SHIM
He:G4Z, 05 '-\ TYP.ANCHOR TYPE,
III III !� 412 STEEL 4} \ 7-2X WOOD EMBEDMENT AND EDGE
BUCK' O!I'I IIII III X I SELF-DRILLING 10 x 11 �'
HEIGIi:I jll II II _--- --_- DISTANCE PER SUBSTRATE,
III Ilf I SMS(G5),SEE TABLE SEE TABLE 1,SHEET 1,
4 ICII II ``III fI 1,SHEET 1.
II>� III II DADE APPROVED
� I MULLION,ALUMINUM, I I \
,I [ ifll ,/ � 1 STEEL FRAMING OR STEEL I SASH VISIBLE - ----0-_ _ __
�� STUD.SEE SUBSTRATE J LIGHT WIDTH \\,
TO
PROPERTIES,TABLE I,
.f\ �lli l,fr>IIII 71. .� - �r n•CUT Lt�IGTH SHEET 1. i.�,n.�v�nni�nn.n-•,nnn
L v n y
I DnEET,NG RAIL EXTERO\�2� ����II FIXED VISIBLE
LIGHT WIDTH
lip INSTALLATION
r------�
\
STANDARD INSTALLATION
TYP.ANCHOR TYPE, OPTION 4 l OPTION 1
„ I MEETING RAIL ----
��
1 £h18EDMENT AND INSTALLATION
^DISTANCE PER BUCK WIDTH INSTALLATION
'7'�•. `�� •I� •)I SUBSTRATE,SEE ANCHORS TIP-TO-TIP WIDTH --- ANCHORS INTO 2X
�l i'.�j•- l I' TABLE 1,SHEET;. DIRECTLY INTO WOOD.
METAL. HORIZONTAL SECTION C-C
-
(•. J1 1X WOOD
7=-'�' NOTES: : :,RODUCTREVISED -
I q _ -r:';1 t,�I BUCKSTRIP,
t'• - --{\ -'-ji -"—"- SEE NOTE 2, 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1.FOLLOW EMBEDMENT AND EDGE
HIS . DISTANCE LIMITS.ANY INSTALLATION OPTION uil
a cnmplging with rlx Far.ills
T SHEET. SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. bding CoJc `6.06�•�Z
L -� Aecap,ence No
t \�` \ � \ � '-_1(4".MAX SHIM 2)ALL WOOD BUCKS LESS THAN I-172' ., Ravised y'H Dale: Revls(on: •
-`•-->-----3. `--•i-�—• THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS.I WOOD BUCKS ARE - DC�/71
( 'z� ,i'• _ •T 1 CONCRETE PER 1 ,c Miami l:eJs I'rMud Cm,vol
i I r',`/Uv3 �I OPTIONAL.UNIT MAY BE INSTALLED
,� ,•i:C - �1, ANCHOR TO SUBSTRATE.WOOD BUCKS ReNsed By: Dole: Revlslon: 1
q,-1'vrt • �.,,` :r_t°- - I REQUIREMENT DEPICTED AS 2X ARE 1-112'THICK ORGREATER.1 X AND 2X BUCKS(WHEN
l f I __:{ - •I USED)SHALL BE DESIGNED TO PROPERLY Descnplion: Dronn 8y:
(?tiSTALLATION TRANSFER LOADS TO THE STRUCTURE. 6�f l - INSTALLATION DETAILS, STD MR J ROSOWSKI
--b ^ WOOD BUCK DESIGN AND INSTALLATION D fe•
t - �- '��')a. IS THE RESPONSIBILITY OF THE - 1070 TECHNOLOGY DRIVE Titie: n
i.,ySTALLATiON ANCHORS ENGi!JEER OR ARCHITECT OF RECORD. N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/D1/11
i THWCU:eii IX BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4'. P.O. BOX 1529
CJfG rsaSO RV, NOKOMIS; FL 34274 Series/Alodel: Scale: Sheet: Drawing No. Rev:
A.LYNN MILLER,RE. CERT. OF AUTH. #29296 HR-210 NTS 5 OF 8 MD-HR210-01 B
P.E.A SB705
CONCRETEICMU 1X WOOD
INSTALLATION OPrION'1 HEAVY DUTY MEETING RAILC
INSTALLATION ANCNORSINT02X WOOD. PER ANCHOR TYP.ANCHOR TYPE, BUCKSTRIP,
REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, 'CONCRETE
EDGE •..• i DISTANCE PER SUBSTRATE,� THIS SHEET. OR CMU
OPTIONALWOOD EMBEDMENT - PER
2X -: 'DISTANCE ^�
(B0� ADDON,:-' 11 1 SEE TABLE 7,SHEET 1. \ '' ANCHOR
--. FLANGE Q. \�.. '.'� 7 114"MAX REQUIRE-.
SILL&JAMBS \ DISTANCE SHIM 23 / (90�,H D. --� X /"� . N.
- MENT
EDGE X 93 30
EMBED- �� \
MENT. -- -- 44 .�'-- ----
T-- SASH �.
I SASH I O `�VISIBLE
t TYP.ANCHOR 1 IS
1 - LIGHT I EDGE
TYPE.EMBEDMENT 57 ""111 LIGHT fff�— ____ — - WIDTH a DISTANCE
.AND EDGE \ WIDTH i,vvv�...,".\•v✓.�n.v�n
jl tl DISTANCE PER �vv FIXED
I� I� SUBSTRATE,SEE. 76 VISIBLE
li li TASLE',1.SHEET 1. 25 24 —� LIGHT �— �7J
II I� \ BO WIDTH f EMBED-
II EXTERIOR 1X 60UCK� MENT
INSTALLATION \
7 HEAVY DUTY HEAVY DUTY INSTALLATION
FIXED II II - II OPTION 2 MEETING RAIL MEETING RAIL OPTION 3
VISIBLE.. II II, II INSTALLATION BUCK WIDTH
LIGHT ll I II ANCHORS DIRECTLY TIP-TO-TIP WIDTH INSTALLATION ANCHORS
I r I' THROUGH I X BUCKSTRIP
HEIGHT': II II II INTO MASONRY.
I INTO MASONRY,
II II it snsH.: HORIZONTAL SECTION A-A
TIP•TO•TIP �1 I II L GIHTE —� 114"M11AX.SHIM '
HEI HEIGHT '
I TYP.ANCHOR TYPE,
I g)
BUCK 11 II II ;Y12 STEEL 10 11 4 2X WOOD EMBEDMENT AND EDGE -
HEIGHT OII X SELF-ORILLING_ ^DISTANCE PER SUBSTRATE.
II II II SMS(G5),SEE TABLE \ -�-0 X \�,` �i SEE TABLE 1,SHEET 1.
jl= 11 Ij 1,SHEET I.
I ) I
24 - DARE APPROVED --—'- ------ ,
\II II /'-(32 MULLION.ALUMINUM, I O
II 31 STEEL FRAMING OR STEEL SASH VISIBLE I I
II 1 STUD.SEE SUBSTRATE LIGHT WIDTH -
C Ij Ij PROPERTIES,TABLE I, -
I I •4-CUT LENGTH SHEET 1.
' 12 Q EACH;..,,':.
.3 MEETINGRAIL 25 EXTERIOR\_ - _�FIXED VISIBLE 1 -_
INSTALLATION r "7 LIGHT WIDTH ��� INSTALLATION
' TYP.ANCHOR TYPE, OPTION 4 V HEAVY DUTY OPTION 1
/ EMBEDMENT AND EDGE __INSTALLATION _ _ __ MEETING RAIL. INSTALLATION - --- - "'-
-- --- �2- - = .DISTANCE PER - ANCHORS ANCHORS INT02X
! SUBSTRATE,SEE DIRECTLY INTO WOOD.
TABLE 1,SHEET 1. METAL. BUCK WIOTH
s i
t - TIP-TO-TIP WIDTH
1X WOOD f NOTES:
,BUCKSTRIP. 1)USE ONLY SUBSTRATE-APPROPRIATE PRODI.t(71'T`F:VISED
SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. - - R 1 6"'
THIS SHEET. com 1 in Ih 0n:FIcrcW�
FOLLOW EMBEDMENT AND EDGE DISTANCE - —HORIZONTAL SECTION C-C _ ign�N�a tcc No- Z .OQ
"-MAXSHIM-•LIMITS.ANY_INSTALLATION OPTION.SHOWN—_ p�m Uate -7_Q,O22
- MAY BE USED ON ANY SIDE OF THE WINDOW. t Revised By, Dote: Revision: J {�
' 1 iy ll
2)ALL WOOD BUCKS LESS THAN 1.1/7THICK � - MiamJ lrute Pnx91C1 :(J
, fwTG PER •' . ARE TO BE CONSIDERED IX INSTALLATIONS.1X Revised lay: Dole: Resion:H
BUCI[� GICC lV
t WOOD BUCKS ARE OPTIONAL.UNIT MAY BE
e1NEHCR
XTERIOR INSTALLED DIRECTLY TO SUBSTRATE.WOOD
Pc UIREMEIJT -
I� •' BUCKS DEPICTED AS 2X ARE 1-IW THICK OR ® Descripfton: Drawn By:
GREATER.IX AND 2X BUCKS(WHEN USED) (,L INSTALLATION DETAILS, HD MR J ROSOWSKI
ul INSTALLATION SHALL BE DESIGNED TO PROPERLY TRANSFER
B I OPTION 3 LOADS TO THE STRUCTURE.WOOD BUCK 1070 TECHNOLOGY DRIVE
VER` ' �I CEGfION B-B' INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12101111
pp _ THROUGH IX BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529
INTO MASONRY._--, ARCHITECT OF RECORD.MAXIMUM SHIM NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Dr wing No. RevSc
9111111 - THICKNESS TO BE174. A.LYNN MILLER,P.E. HR-210 NT.S 6 OF 8 MD-HR210-01
P.E.W50705 CERT. OF AUTH. (J29296
_ 118"ANNEALED OR
R
TEMPERED GLASPRODUCTT_VISGD
II-»— DUCn,nplying wish V.ilvddu
402`0
� 382"MIN.
`I 40 ,j. 1/8"GLAZING DETAIL a m
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311 'ANEALE OR
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GLASS SITE 11 GLASS SITE
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40 \x 3/16"GLAZING DETAIL 114"GLAZING DETAIL
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40 _ 1/2"MIN. O
\� 9. FRAME SASH MEETING I GLASS STACK W � Z
26 CORNERS CORNERS RAIL 1!4"AIRSPACE �
- 1/8'ANNEALED OR _ Cn Q
_ :r - TEMPERED GLASS �I -�_ 118"ANNEALED OR Q {—
. �-' - - _ TEMPERED GLASS ` J Z O
' ASSEMBLY DETAILS
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_.... _ .382"MIN. - I� 5 O Ai m
GLASS BITE I - I� a o C) a_ �
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1/2"LG.GLAZING DETAIL
1/4'AIRSPACE
0._
GLASS STACK 0 0r\Z z a
3/16"AIRSPACE
3/16"ANNEALED OR _
1JB'ANNEALED OR
TEMPERED GLASS ^,
TEMPERED GLASS
£ it I -� J ^�•• I .. .416" I ',--(9
I 57 �4
1.20U" �
-� 1.2W I I
I .382"t i - G 4EEPHO_ES GLASS BITE II II > •.- .
6063 J
WEEPHOLE DETAILS / / �
2l)51LL
SHOWN WITHOUT VJEEPHOLE COVERS.
SM1Ii - SEE SHEET 1 FOR QUANTITY AND SPACING 1I2"LG"3GsARSPGEDETAIL
I,.t A'.LYNN MILLER:P,E.
- P.E.N G8706
TASLE 7;.
item DW94 Parl# Descripuon Material SILICONE -
- --- z.00D•-
1 215E1 1 ,6215W Fie.-re Head - '6083-T5 - "(- �-{ .B7s• r- _
2 . 5261W_:.F.rame Sir- 6' 6083-T5: STRUCTURAL I II - +'S°z
3 265 ?2658A Sill Adap(er 6063-T6' POLYISOBUMEN 114"NOM. }►- z.oaD-
4 r 2i8A 62191J Frame Jamb(Fixed) T 6063-T6 WITH DESICCANT I I
4 5- L;3 b1o;i8ujF. Frame Jamb(Operable) 6o63-T5.. ScKODISPACE ze24• -
- EXT.GLASS- - .asc•
9 22�E 3 Flxad Meel!ng Rail, 6063-T6 4SG TPS
'7 --%'- 32STVJ HaavJ Dsly Fixed Maatlnq Rail 6063-T6 - - .Dsr z.°z6• 2.u°-
9, Z3l=;--s'��ir��N Sash'Coo'&Bottom Rail 6063-T6 / tB27 I
9 228Q.T,-o223W Sash Bottom R:,il 6083-T6 _ I SZf
}0 221E ;322}BW. Sash Side Rail 6063•TB j INT,GLASS J` .oez• .ofiz•
11 222 &2<2W,- Sash Meeting Rail 6063-T6.. .oso•--yt--
II -12 270 '.u27,3W Dogbcrie Reinforcement 6083-15 ALUMINUM i FRAME HEAD 2 FRAME51LL 3)SILL ADAPTER ° FRAME JAMB(FIXED)
13 '2785. `62755N/ Sash Slop 6063-T5 REINFORCEMENT 06063d6ALUMINUM 6003-TS ALUMINUt.1 ��6063-TB ALUMINUM 06063-T6 ALUMINUM
20 40B0 -7408UBK Meeting Rail Sweep Latch Plug Rigid PVC
21 242 42105W- Sas;l Top Guide(Anti-rack) Rigid PVC 5/16"NOM.. - 1.542•-►l
22� 227 42114W End Cap'. Rigid PVC BUTYL&
23 1213, 50200K .190"X.200"Q-Ion Wslp.(Frame) Flex PVC 70 DESICCANT
.24 4366. 64096E .187"X.230"Fin Wstp. ?d FOAM 1c DURASEALn
25 1003C 66501K Bulb Vinyl Wstp.(Sash) •.7s- Flex PVC.70 EXT.GLASS fit .062' p62 .926'
26 275E 'T0275CK Frame Sill Gasket Polyethylene SPACER - 4.6s2•�..t 2.010•
27 273P. 70273AK Frame Head Gasket. Polyethylene zzos IJ
28 280 702600K Sash Lieskels Polyethylene - .093•
29 7HRKIN7 Neophole Cover Plastic INT.GLASS 1.010•
30 1096 71 86W Sweep Latch Cast Zinc r_� .O6z �C lam- t
31 225 42112N Roller Housing&Guide Vinyl HOT-MELT BUM -
32 220 7BRVVHL2 Roller Brass STRUCTURAL O FRAME JAhIB_INUMMBLE) O FIXED MIL (�60 FIXED MEETING RAIL SASH TOPALUMINUM
RAIL
6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-TB ALUMINUM 6°63-T6 ALUMIIJUM ''t'
40 1155 781 PQA 48 X 1"QUAD Pn SMS Steel SILICONE
41 1155-1 781PQX #8 X 1•'Sq.Pn.SMS 410 SS - FOAM ,-3116"NOM.
42 781PSTX #8 X 1"Sq.Pn.Tivin Fast SMS 4}0 SS WITH t 815
43 78)C38PSA #8 X.375"Sq.Pn.SMS Steel DESICCANT SUPER '093' 062• .
44 1016 78511WW #8 X.625"Ph.FI.SMS Steel EXT.GLASS fie C rrn 11i
50 1265-7, 112E53K SetlingBlock 3/32"X1/4"X1" EPDM SPACER NXT ,,�5• CC��.JJ ,.,5,• r
51 1267 71267N Setting BlocK 1/8"X 1/2"X 1" EPDM
54 1825 '61625W 118"Bead Aluminum t/ .oc2•-
55 2719 -65016W .3/16'Bead Aluminum / INT.GLASS
-56 1263 65133W 1/4'Bead Aluminum 10 SASH SIDERAR t1 SASH MEETING MIL c12 DDGBONE REINFORC MEM
57 1253 6VT48W' I.G.BBead Rigid PVC �6D63-T6 ALUMINUM 6063-76 ALUMMUM �" 6063-T6 ALUMINUM
70 1014, TE1014FW Screen Frame 'Aluminum pOLYISO- DESICCANT FILL AREA
71 1631 47041W Screen Corner Key No Ring• Vinyl - - - r'- 1."°• "'I - _ - - - ..
72 .1630" 47042W Screen CornerKeT Win Ring Vinyl. - BUTYL EAL
_ - 5/16'NOW. - 1--
r 1.167' -{
73J .�}�7',2CSPivG ScreeO Spring Spring Steel SILICONE SEAL .781 .090
' o�-
7I"6182gK Screen Spline-.135"Ql'd.Foam Rubber ROLL-FORMED J i
' -r5 16L;5 I 81635K Screen Spline-:135"Dia.Hard Rubber STAINLESS STEEL rM }
XL EDGE
76 �'.; --�Screen Cloth • - Fiberglass ea _ 0�• i'ROUucT'rtiiviSL'D
80 17A 661 EVV Add-on Flange(Optional) 6083-T6 SPACER 13 SASHSTOP 80 ADDON RANGE
EXT.GLASS -- O 6063-15 ALUMINUM 6063-T6 ALUISMIIA e3 ildiog o M'idt db FIMfI➢
I 8_1_h �my CGTing 8M)Silicone Glazing Sealant or Equiu Ruddb+e Cod'.
[[ ..Lg0-1• ' _ -']1813noealed:otempered,GlassT-- _� _- I 21r<epw,ec.t+n)�-06 :OQ---
II1I
g1 3/1E",Annealed or Tempered Glass _ v� N /V i� Revsed By: Oale: Reviafon:
p _ i/4"Annealed or Tempered Glass ; .••"'•"'N B1 ADDED SPACERS r7y
l` --- �� >i JR 05(05116
114"Al.,-1/9"An.or Temp.I.G. INT.GLASS �f�,•' v10ENSF'•.� btiml; ndc t IN.Ca
Revised By: Dale: Revision:
j r g4 /8"-3/19"Air-3/16'&1.or Temp,I.G. N0.58705 •�
11F1rt Is P Description Material � 'O;�/ � v 0-ripllon: Drawn By:
1` FA Kd'Ir dln4 45G'R'S pace yslPm 6:•`�,�� BOM&PART DETAILS J ROSOWSKI _
!' Ir 81 t0•,en.:.:.Su,:er Spacer nXi,Mth Hot Mel[Bwyl Sea this �O'�.'- ,Sc O • ` 1070 TECHNOLOGY DRNE fBe: Dote:
--� Sheet for %CAS, �ORION,.•' �w� N. VENICE, FL Y DRI
tiff Spacer -�--_ Materials %� SJpN '�ENE,` P.O. D1529HORIZONTALROLLER WIN ETAiLS 12101111
- - ..
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I R£F REN_'f: St 3E1%ORTS^TL C711.i;36E:8 E970 A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 HR-210- NITS 8 OF S M D-HR210-01 B
{{ P.E.q 58705