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Product Approval
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AA
Application Type Revision
Code Version D14
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 ManufacturerPG fYtlustrg.ies
Address/Phone/Email 070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens 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 Single Hung
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 1 Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
Summary of Products
FL# Model, Number or Name Description
239.1 SH- 200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH- 500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.12b.nd f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type, size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH- 600 (Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.05.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH- 700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type, size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.01.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.0l.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/03/2022
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 1I 16-0714.02.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type, size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
___^_
239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.10 SMI.Dd f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.ndf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.0df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239 r10 Sf Hm5500(Large Mlssile:Impact)- lVinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.03.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.1)df
(NOA) for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Fe.t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
I
I
MIAMi•DADE' MIAMI-DADS COUNTY
ME PRODUCT CONTROL SELHON
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
LOAR13 AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) v^vw.miamldade.Qgv/economy
PGT Industries,Inc.
100 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 AIIJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes.If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immedintely'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 tite 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 115500"PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.TYED-SF5500-0I titled"Single Hung Window Installation-
LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,
signed and seated 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:Large and Small Missile Impact Resistant
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 or this NOA shall be considered after a renewal application has been filed and there has been
no change in tite 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
it: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.Fnilure
tc comply:with any section of this NOA shall be cause for termination and removal of NOA.
AbVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
fellow;d 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 jab site at the request of the Building Official.
Tais NOA revises NOA#'15-0519.05 and consists of this page 1 and evidence pages E-I and E-2,as well as
aphloval document mentioned above.
Tne submitted documentation was reviewed by Manuel Perez,P.E.
rai�rftancecoilNrr
NOA No.16-0714.03
_, Expiration Date:July 30,2020
O
Ig}Il�l�j ApprovnlDnte: August 18,2016
//( ( Page I
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers die drawings and sections.
(Suburiffed ander'previous NOA No.15-0519.05)
2. Drawing No.hID-SH5500-01 titled"Single Hung Window Installation-LM",sheets
1 through 13 of 13, dated 05115/15, with revision A dated 05/05116, 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 PBC,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:ICodispace 4SO TPS f
spacer system,Duraseal"spacer system,Super Spaceri°NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07116 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E.
(Submitted tinder previous NOA No.15-0519.05)
3. 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 series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7966,dated 08/21/14,signed and seated by Idahnis Ortega,P.E.
(Submifted ander previous NOANo.15-0519.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5"
Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by
Anthony Lymi Miller,P.E.
(Submitted ander prevfons NOA No.15-0519.05) ff-
Manuil I ,P B.
t.j Product Control)xamler
NOA No.IG-0 34.03
Lxpiratiou Date: July 30,2020
Approval Date: August 18,2016
E-1
;PGT I^ldustries:Xnc.'
1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C: CALCULATIONS(CONTINUED)
2.
Glazing-complies with ASTM E1300-09
D._ QUALITY ASSURANCE
L.. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTII+ICA'TIONS(CONTINUED)
1. Notice of Acceptance No.14-0916.10 issued to Ruraray America,Inc,for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No,14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas@(Clear and White)Glass Interiayers"dated 06125/15,expiring on
07/04/18.
3. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No.14-0529.13 issued to Royal Window and.Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for WindoWs and Doors"dated 04/16/15,expiring on 04/16120.
5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 4010 and PBC-51"Edition
(2014),dated May 15,2015,issued by manufacturer,signed and seated by Anthony
Lyml Miller,P.E.
(Submitted ander previous NOA No.15-0519.05)
2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted raider previous NOA No.15-0519.05)
3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by
Jaime Gascon,P.E.Supervisor,Product Control Section.
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.15-0519.05,issued to PGT Industries for their Series
"5500"PVC Single Hung Window-L.M.L"approved on 07/30/15 and expiring on
07i30/20.
f Manuel Per
Product Coal rol C am'ger
i/ NOA No.16-0714.03
Expiration Date: July 30,2020
Approval Date: August I8,2016
1i-2
ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING i IMPACT,RATIN
EXAMPLE FOR 28-1t8"MAX.O.C. 21.5!6" FOR ARCI I-TOP
54"MAX.BUCK WIDTH MAX.O,C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
RADIUS-TOP _- HEADER(Sltf,FOR All
HEADER{SIM. 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT
FOR ALL FRAME SEAM 30" 52"MAX. l\"WINDOW TYPES)
WINDOW TYPES B,SEE __ MAX.O.C. _ _
7 SHEET3 52-118"MAX.SUCK WIDTH
10'MAX.FROM I-,-- SEE SHEETS 1.114"
A.SEE r.-. _. .-1 ( 12"MAX. ` FRAME SEAM D,SEE PI8&9
B,SEE �-*-30"MAX.O.C. �� ,12•MAX - SHEET 3j i FIXED VISIBLE _L ! SHEET 4
SHEET3 } I LIGHTWIDTH F
B.SEE _^._, -30"MAX.O.C.-� 12"MAX. C,SEE r'.• _.r�
A,SEE r 12'MAX. SHEET3 �I— SIiEET 4
SHEET3i I _ I I FIXED _
A.SEE
EQUALLY
D
SIBLE �
_ _
IfI
12'MAX.
MAXO.C. IGHT 17.718"MAX.D.C. SHEET3t
EQUALLY ANCHORSR HEIGHT _
SPACED TABLES L _ EQUALLY 17.7!8"MAX.O.C.
ORSPER " i!III )iI
14"
TAB:._S 941 MAX. ANCHORS PER OANCH178
a " BUCK TABLES 9-11 DUCK
84
- O I I MAX. I i HEIGHT
HEIGHT
MAX, �— I 10"MAX.O.C. BUCK I AS SHOWN
X !I 10"MAX.D.C. HEIGHT X BUCK !�- 10"MAX.O.C. X I. HEIGHT )( j (91,78"
MAX.)
/ I , 133(4"MAX.O.C. I
EOUAlB't i i t T 13-314"MAX.O,C. EQUALLY I j SASH (13-314"MAX.O.C. EQUALLY 1 1 -7-
i yyy I
VISIBLE SPACED L._._._._._....._._._._ .. / y
I f/fJ, 1
SPACED I I_.-1•.. SPACED _� I -"-'. SEE
A13CHOR5 PER t j/J/j7 t ANCHORS PER LIGHT } ANCHORS PER I SHEETS I C
TABLES 947 i � u--V TABLES 9-ii f HEIGHT IA TABLES 9•it j A 8&9
I _ 1
I _Al I l � I
+ "1 E-112'MAX. 6.1/2"MAX. 6-172"MAX,
NO ANCHOPS AT SttI '•--.' ANCHORSATSIU. `- _ �N ANC ORS AT SI •---t` p _._._.J 1-114" —•^-� t 8 ESILL WEEP-
� ���� SEE SILL WEEP- B1 -' NSEE SILL WEEP- B� 1--_• I�SEESILLWEEP-
SASH VISIBLE (�- 54"MAX.BUCK WIDTH -"-j ��NOTCH DETNIS, NOTCH DETAILS,
�- 54"MAX.DUCK WIDTH (.-•NOTCH DETAILS, LIGHT W107H NOTCH DETAILS, SHEET 4
SHEET 3 SHEET 3 SHEET 3
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAiL-FIN
75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERALNOTES.........................1
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME.GLASS..ANCHOR
OPTIONS.............................2
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90
INSTALLATION,FLANGE&
EQQUALUALLEG/BOX.................3
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WCOD BUCKS
INSTALLATION,INTEGRAL FIN
DEPICTED A5 2X ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN,
CHAN ......................4
GLAZINGGDETAILS
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). + & . ...................5
DESIGN PRESSUREESS.................6-7
ANCHOR QUANTITIES..................8-10
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.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)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
EXTRUSION PROFILES................1 i
7)DESIGN PRESSURES:
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM STANDARDS US
E1300. ASSEMBLY&PART LIST........... -
1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E7300. ED:
8)THE ANCHORAGE�METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1!3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBG),5TH EDITION
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 •ASTM E1300-09
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION !'RDObI(TI'RF.VISF.0
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 13 illi>g Cod,
tSzc Fl.:tdt& h
10)REFERENCES:TEST REPORTS FTL77964&7966;ELCO UL,TRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE! •AIS6S700.07lS2-2010 A,i4pw Cork 16
LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&A UMINUM DESIGN MANUAL E pl fl n M.
71)AfPPUCABLE EGRESS REQUIREMENTSTO BUREVIEWED BYBUILOING OFFICIAL. t'+'' +' Ravised By. Dalo: Revislon: Lpi�rmb�TY•rtc�jj,�t'Lil Ccv
Al DD ED SPACERS
SERiNSTRUCT'.ONS: JR 05/05/16 ) Br t Ravtsed By: Oolo:
imlco++o;
.lz<f71�c2�
TO SHEET t i. hdiann/Jade Pw8pc1 Cnu (�j
I.1).DETERM?NE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revlslon:
2)DETER,.MWE THE MOST SUITABLE AIJCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.
!. 3)KNOWING kOL'R GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 4d Omcnptton: Grown By:
i. PRESSURE FROM TABLES 4-8.n`MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
OPENING QBrawEclNSTEP 7• ' (? GENERAL NOTES&ELEVATION J ROSOWSKI
4)DETERMINE THE ANCHOR QUANTITY.FROM TABLES 9-11.VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR b 1 `'
i+ YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,A14D THAT ALL MIN.REQUIREMENTS FROM THIS SHEET•SETARE MET. '. 1070 TECHNOLOGY DRIVE TIte: Bafe;
( S�ItcSTALL AS PER SHEET s'FUR TFiRU-FRAMElNSTACtATtOP1 OR SHEE74 FOR INTEGRAL FIN INSTALLATION. - ,",;';�•'._ •'.'•` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION_LJ1j) O5f15I1 rj
( (941)-460-1600
CtO7E:0E51C7;PRE`JSURw R=.PN(i DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, f�r, '1 �'\ Series/Afodo7: Saata: Shaet: Browing Mo. Rav:
t .• L•,+ + A:LYNN IM14LEk:P.E. CERT. OF RUTH. (/29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A
i !NI EGRA FIN OR EQUAL LEG,BOXI. P.E,R 58705
TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame
GlassDescription(Elated from Exterior to Interior) Design Pressure
P
Type ,.Ta
Types Options Conflgs. Shapes Installation Options that may be used
_, u, #
_ � � '• •-' _' -daye_,,, _ b # Sheatas Fig B) (see Tibio 1) (sec Fig A) (see Fig C)
0SNO 718 L n i aled'1-G. 17fi%'A�Exlerior Cap"+S7/i6"Alr'r-Spacer-;5ttfi1_!t,Kammated;:(2)Liles oi�17p'"/CG assdvntf_g9ottP_V i:intee- 4,5 6 -
6 718"Laminated I.G.:118"T Extedor Cap+7116"Alr Spaca+5116'Laminated;(2)Utes of S/8'A Glass with.090"PVB Interlayer 4,6 6 ....into 2X Wood CMUFram-sheestdp-sheet 3,option 1
Equal-Life, Square/Rect., ,--,into ConcrelelCMU-sheet 3,option 2
7 7/8"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)fifes of VB"A Glass with.090'PVB Intedayer 4,6 6 Flange Through the frame
Y .- 5-16 OdeltPro�tew Arch-Top& - — -----a#Z) of the window...... ,,,,through 1X Buckstdp into Concrete/CMU-sheat 3,option 3
8 776"Laminated I.G.:3116"T Exterior Cap+318"Air Space+5118"Lominalad;(2)Liles of 118"A Glass with.090"PVB Intedayer 4,6 6 �- &College Radius-Top
9 718"Laminated LG.:118"A Extedor Cap+7116'Air Space+5116"Laminated;(2)Lltes of l/$'H Glass with.090"SG Interlayer 7 7 ....Into Metal-sheet 3,option 4
10 718'Laminated LG.:118"T Exterior Cap+7116"Alt Space+5116-Laminated;(2)Lites of 1/8"H Glass with.000"SG Intedayer 7 7 Box 1 Equal-Lite, Rect.
....into 2X Wood Fmme/Buckstrlp-sheet 3,option 1
$A re h-
,
11 778"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5116"Laminated;(2)Utes of S78"H Giess with.090'SG interlayer 7 7 Equal•Leg 5-16 OdellProHew Arch•Top& Through the frame ....Into Concrete/CMU•sheet 3,option 2
12 718"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 7 (94) fi Cottage Radius-Top of the window...... ....through 1X Buckstdp Into Conorete/CMU-sheet 3,option 3
13 718"Laminated I.G.:118"A Extedor Cap+5116"Air Space+7116"Laminated;(2)Liles of 3716'A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4
4,
td 7t8"Laminated I.G.:118'T Exterior Cap+5116"Alt Space+7116"Laminated;(2)Utas of 3116"A Glass with.090'SG Intedayer 8 7 Through the ....info 2X Wood Frame/Buckstdp-sheat op8en 5
Equal-Lite, Square/Rect.,integral fin.-.... .-,.iNo Metal-sheat 4,option 7
15 716"Laminated LG.:3116"A Extedor Cep+1/4"Air Space+7/16"Laminated;(2)Liles of 3116'A Glass with.090'SG Intedayer 7 7 J-Channel p
5-8 OdeCottage Arch-Top& ,.,,into 2XWood Frame/Bucksid sheet 4,option 6
16 778'Laminated LG:3/16"T Extedor Cap+IIA'Air Spica+77i$'Laminated;(2)Liles of 3116'A Glasa vdlh.090'SG Intedayer 7 7 l.#1} $Cottage Radius-lop Through the frame P- P
of the window...... ,,,,Into Metal-sheet 4,option 8
.TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,t i,13 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5
&15 MAY NOT BE USED IN Equal-Lite, Square/Reel.,integral fin...... into Metal-sheet 4,option 7
Group Anchor Substrate Min.Edge Mtn. THE HVHZABOVE30'. IntegretFin 5-8 Odel/ProAew Arch-Top
Distance Embedment' (#3) &Cottage I Radius-Top Through the frame •-••Into 2X Wood Frame/Buckstdp-sheet 4,option 6
P.T.Southern Pine(SG=0.55) 7/16" 1-318" of the window..,,.. ,.,,into Metal-sheet 4,option 8
#10 8-8SIVSteel,A36' 318" 0.050"
(sleet,15-$S.S. 'MIN.OF 3 THREADS
or 410 S,S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES
A AIUM num,6063-15' 318 0.050" SUBSTRATE.FOR "A"=ANNEALED
P.T.SoUlhern Pine(SG=0.55) 7/16" 1-318" STEEL STUDS, T'"H"=HEAT STRENGTHENED
MN.Fu=45 KSI 8, " =TEMPERED
3'16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-318" MIN.Fy=33 KSI. 2 0 �rip
PVB" 09"BUTACITKURARAY EOPVB INC.
Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/dP.T.Southern Pine(SG=0.55) 9116" 1318VALU'UNGESU7ED CMU"#12 SMS VALUES MAYBE Q BOX OR "SG"=.090"SENTRYGLASp
Steel,A36' 318" 0.050" USED FOR GROUTED % FLANGE EQUAL- INTERLAYER BY KURARAY
B (steal,18-$S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. , LEG AMERICA,INC.
4r d10 S.S.) Aluminum,606375' 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE o
114"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4"
Ifrr.'9 Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES
114"steel Crelefex Concrete(min.3.35 ksi) 1" 1-314" —e"-{SUCK WIDTH} —►-I BUCK WiDTH�——^{BUCK WIDTHI-+-
-----
114"sleet Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-314" ''IIi
1/d"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8
1/4"steel Cretellex Concrete min.3.35 ksi 2-1/2" 1-314" /f/ 3
( ) � l.7 = ce � INTEGRAL
Ungraulsd CMU,(ASTM C•90) 2-1/2" 1-1/4" s = w y s J-CHANNEL FIN C]
D 114"steel Creteftex
P.T.Southern Pine(SG=0.55) 1"
1/d"steal Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1-3/8" m w m z
1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 1" 1-318"
Grouted CMU,(ASTM C-90) 2" 2" i
RECTANGULAR RADIUS-TOP ARCH-TOP
Fi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED
TABLE 3:ALLOWA6LE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING As complyins with it,Slmids
Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM DuiWinp C++dc
Group Anchor Substrate Distance Embedment* THE TABLES ON SHEETS 8.10. Ac«:pteaca>vu r�'C'7/++•.
E 2.1/2"x.131"Common Nail P.T Southern Pine(SG=.55) 3/8" 2.7116" . ;,t .:r l+• ;, ewaed Oate. Revteron. r
2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 31B" 2.7!16" t'iicmi})aria Prndiut(:aad:;f 1
P.T.Souiharn Pine(SG--55) 112'• 1.318" 7. ad By: Date: Revler.n: ��
910 Trusshead SMS Aluminum,6063-T5' 3/8" 0.050"
(c;eei,18-BS.S. •'.' •:.. De.criptr.n; crown t3y:
or 410 S.S.) Steel Stud,Gr.33' 318" 0.0451"(16 Ga.)
jn�
F
Steel,A36* 318" 0;050" 'MIN,OF _� 6 GLASSIANCHORS/FRAME OPTIONS r ROSOWSKI
THREADS BEYOND tl� I
P.T.Southern Pine(SG=.55) 9116" 1.318" THE METAL 1070 TECHNOLOGY DRIVE nue: Data:
Aluminum,6063.75' 318" 0.013W SUBSTRATE.FOR ',.t,,;,.',. N. VENICE, Fl 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15
#12 SMS
(steel,18-8 S,S. Steel Stud,Gr.33' 318" 0.050 STEEL STUDS, (941)-480-1600
;; ti� SetieajMadeY Scat.: Sheat:
3(410 S.S.) MIN.Fu=43 KSI R );�: Drawing No. R.v:
r Steel,A36" 318" 0.050" MIN.Fy=33 KSI. A.LYry11MILt;6R)�.E. CERT. OF AUTH. 29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A
PEN 58705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
T_10N 1 1-- EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT
• ANCI4OREDTHRO'JGH. EMBEDMENT
FRAME INTO 2XWOOD 114-MAX SHIM 16
FRAME OR BUCKSTRIP.
-SEE NOTE 2,THIS SHEET, EMBEDMENT T_ SASH VISIBLE 17 EDGE
D
LIGHT WIDTH0EDGE DISTANCE
FLANGE FRAME DISTANCE
SHOWN44 BALANCE
TYPE VARIES - TYP.
i/4"MAX TYP.ANCHOR TYPE, 42 WITH SASH TYPE,ANCHOR
SHIM EMBEDMENTAND. WEIGHT 54 k EMBEDMENT
TYP.ANCHOR TYPE, EDGE 30 AND EDGE
EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE, ...... EDGE SUBSTRATE,
SEE TABLE 2.SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR DISTANCE SEE TABLE 2,
SHEET2.
T__ RB FIXED VISIBLE &4 /
FIXED 19 20 OPT.SASH TOPFLANGE LIGHT WIDTH
VISIBLE LIFT RAIL FRAME 2 LEGIBOX
I EQUAL
LIGHT NOTES: SHOWN BUCK WIDTH FRAME
HEIGHT FOR ALL WINDOWS: — SHOWN
@4B I ANCHOR @ 3,55' 1)USE ONLY HORIZONTAL SECTION A-A
FROM END AND AT
21
CENTER. SUBSTRATE-APPROPRIATE
22 FOR WINDOWS ANCHORS LISTED ON TABLE 2,
OVER_36�WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
72 0 WOO—ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES�TABLE2.SKE 2
SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY
14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE
35
FOR WINDOWS WITH WINDOW. 1/4"MAX
Q BOTTOM LOCKS #10 OR#12 STEEL 114"MAX.
BUCK 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE I SELF-DRILLING— SHIM
HEIGHTUSED INTO WOOD AS PER TABLE 2. SMS(GS),SEE
SCREWS @ 8-318- SHEET 2.ALL WOOD BUCKS LESS TABLE 2,85 30 T_ FROM END. THAN 1-1/2"THICK ARE TO BE C3 SHEET 2.
BASK CONSIDERED IX INSTALLATIONS.IX
EXTERIOR, VISIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLY TO
HEIGHT SUBSTRATE.WOOD BUCKS
16 DEPICTED AS 2X ARE 1-112`THICK
OPT. - 86 1 USE EITHER OR GREATER.IX AND 2X BUCKS
65 LATCH OR (WHEN USED)SHALL BE DESIGNED
(2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EOUAL
INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK.
WEEP LOCATION:6.510' DESIGN AND INSTALLATION IS THE SHOWN
X
NOTCHES AT 80. FROM SASH END. RESPONSIBILITY OF THE ENGINEER t SHOWN
EACH END. OR ARCHITECT OF RECORD,
EXTERIOR
66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION
8 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 T,itoDucrimvism)
as rhe fl(NA,
67 OPENING)IS MEASURED FROM ANC THROUGH ANCHORED THROUGH 1311114ing code
EQUAL-LEG/BOX 114'MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL A,:cpw.,c No
Ell) Revised By. D.I.: R.�W= Ilxfkmko lhte_L�j 4_6 o
FRAME SHOWN DOR- 0
Min.lMode 11,0dint Oml
Revised By, D RevWon.
VISIBLE LIGHT
..........
.?7"X 1.2z NOANCHORS .:, .,.
WEEPHOLI REQUIRED IN FORMULAS ate:
W!COVER q FLANGE OR
2.81"FROM. 38 - EQUAL-LEG' WIDTH
• m 06ptl Drown Er.
EACH END, • FRAME SILLS @SASH:BUCK WIDTH-6.112` 77'. OWSKI
@ FIXED LITE:BUCK WIDTH-4.3/8" FLANGE&EQUAL-LEG/BOX FRAMES J ROS
1070 TECHNOLOGY DRIVE riti.: Dot..
HEIGHT(EQUAL-LITE)
VERTICAL SECTION B-6 BUCK HEIGHTf2-3-15116' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15
(941)-480-1600
S,6.1Mdel: 0'.w;nq No. Rev.,
&LYNNMIt, CERT. OF AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500 A]
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR
ANCHORED THROUGH INTEGRAL I'•+ EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. — EDGE DISTANCE
FIN INTO 2X WOOD FRAME OR 114'MAX SHIM
BUCK-STRIP,SEE NOTE 2,THIS EDGE DISTANCE 1f4"MAX SHIM
SHEET. 16
_ TYP.ANCHOR TYPE, SASH VISIBLE --
J-CHANNEL' EMBEDMENT AND EDGE_ Q� 18 LIGHT WIDTH 17 oc '
-f -- FRAME DISTANCE PER SUBSTRATE,
SHOWN � SEE TABLE 2,SHEET 2. D /J
(SCREW SHOWN)
44 BALANCE -- - -- y
TYPE VARIESEDGE i EMBEDMENT
1f4"MAX SHIM 42 WITH SASH 0 '
�a TYP.ANCHOR TYPE, DISTANCE ^ WEIGHT 54 30 0 1
EMBEDMENTPER D EDGESUBSTRATE.
Q a�
ODISTANCE 3,SHE BSTRATE, _L_ �, 31
SEE TABLE 3,SHEET 2. U�f�o
18 (NAIL SHOWN) EXTERIOR I�(I
19 FIXED VISIBLE 87 TYP.ANCHOR TYPE,
B
\,� V (� INTEGRAL EMBEDMENT AND EDGE
FIXED 20 OPT.SASH TOP FIN DISTANCE PER SUBSTRATE,
VISIBLE LIFT RAIL J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2.
LIGHT FRAME - 1 SHOWN (NAIL SHOWN)
HEIGHT FOR ALL WINDOWS: NOTES: SHOWN
1 ANCHOR @ 3.55" BUCK WIDTH
49 48 FROM ENO AND AT
21 1)USE ONLY
CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
22 FORWINOOWS ANCHORS LISTED ON TABLES 283
72 O OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD,
O ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114"MAX.
MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2_
14 45 46 47 SCREWS @16.3/6' INSTALLATION OPTION SHOWN MAY I�+--
f 35 FROM END. BE USED ON ANY SIDE OF THE
BUCK o FOR WINDOWS WITH WINDOW.
BOTTOM LOCKS:
HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE #10 OR#12 STEEL 1!4"MAX.
SCREWS @ 8-316" USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM
85 30 -�— FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE
THAN 1.1/2"THICK ARE TO BE o TABLES 2 8 3, D�
SASH CONSIDERED IX INSTALLATIONS, SHEET 2.
EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF
LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO
HEIGHT SUBSTRATE.WOOD BUCKS
66 16 LATCH(SHOWN)OR BOTTOM DEPICTED AS 2X ARE 1-112'THICK
OPT. OR GREATER.1X AND 2X BUCKS
LOCK(SHEET 3).
(2)1" 81 30 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED I )�Q
31 LOCATION:6.518" TO PROPERLY TRANSFER LOADS ILJI a FIN AND/OR ILJIU
INT FLAN
WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK � GE REMOVED
DESIGN INSTALLATION IS THE
EACH END. IN-FIELD
OTCHES AT
N (( RESPONSIBILITY AND ND Y OF THE ENGINEER INTEGRAL FIN U U
80 NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN
� REQUIRED IN FRAME
C7'>-\/'>"'\ SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION �• OPTION NI:OI)U(;f R1iV15SO
114.MAX OPENING)18 MEASURED FROM cem t J v rM t>a 1Rca3+in
INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL °i P y n6 li
❑ SHIM 11 iiJing Co&
FRAME SHOWN INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED)
o Ac if.k Into l6-A z'Lv�iJ
1:•:iiralu n Onla
2� ..,I,�" Revised By: Dale; Revision: --y
7"X 1.25"WEEPHOLE •,. .L i i.,,` t1(S'•
36 WJCOVER 2.67" 0 ,
FROM EACH END. Revised B Date: mdr d can u
VISIBLE LIGHT FORMULAS r Revisl
TYP.ANCHOR TYPE, �7T' ,
E14BEDMENT A�JD EDGE _�_ EDGE DISTANCE WIDTH
DISTANCE PER SUBSTRATE_, @SASH:BUCK WIDTH-6-112' �r�' ® Desarip6an: Drown By.
SEE TAULE 3,SHL=ET 2. 1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.310" .� r ! S J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
(SCREW SHOWN) I
HEIGHT(EQUAL_LITg). t%` 1070 TECHNOLOGY DRIVE ntle: Dale:
INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT/2-3-15116" N. VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
,{ANCHOR-O'HROUGH INT"EGRAL FIN: ---�--- ", (941)-480-1600
fl IHffO 2R WJOD F"RAME OR BUCK- ,fir! Serial/Model: Scale: Sheol: Drawing No. Rev:
THIP SEa-NOE:2.3915 SHEET. A.LVNM Mwtw P.E.
;�L _ REM 60705 CERT. OF RUTH. X29296 SH-5500 NTS 4 OF 13 MD- 5500-01 A
-�` 7/6'NOM. 7/8"NOM. -•� 718"NOM. �+- -'"{ 718"NOM. -�^{ 7/8"NOM.
" I I I I
f 5116"14A PVB- i- 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"H/H SG
M_&6 AJR SPACE' 7116"AIR SPACE 318"AIR SPACE— 3/8"AIR SPACE 7116"AIR SPACE
1.18'"A GLASS 1/8"T GLASS--\ 3/16"A GLASS 3116'T GLASS---\ \ 1/8"A GLASS
EXTERIOR L a EXTERIOR y a EXTERIOR EXTERIOR b EXTERIOR
r6-79 76-79 76.79 76.79 76-79
NINrteyp 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9
718"NOM. 710"NOM. I+- 7/8"NOM. �+- -� 7/8"NOM. ��--- 7/8"NOM. �-
J
5116"H/H SG 5/16"H/H SG 5116"H1H SG 711 6"A/A SG 7/16"A/A SG -
7116"AIR SF;ACE- 318"AIR SPACE 318"AIR SPACE 5116"AIR SPACE 5/16"AIR SPACE
1/13"T GLASS—\ 3116"A GLASS 3/16"T GLASS 1/8"A GLASS \ 1/8"T GLASS-
` EXTERIOR G]EXTERIOR ]EXTERIOR aEXTERIOR b �EXTERfOR
76.79__�_�. 76.79 76•T9 T6-79 76-19
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14
. 7/8"NOM. I-+- -� 7/8"NOM. I-+-
7116"A/A SG 7116"AIA SG j
t/2"NOM.GLASS rGLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE \
76.79 BITE-TYP. Y NOT BE USED 3/16"A GLASS 3/16"T GLASS-ti 74 - NEL OR
RAL FITH IN FRAMES EXTERIOR \0 a EXTERIOR
�7�. �I
GLASS MAY NOT 5, USED I1 7679 76x9—-
' ti3 THE NVHZ ABOVE 30'. `_ PRODUCTREVISED
�(, t .,^<i•`F I i 1. 75 nc rnmptphr8\xith tim rimion
I' , GLASS TYPE 15 GLASS TYPE 16 Building Code
t .
1 , k a- it ��� Aie epinncc N,/ a 03
.•� .S"',,:,5 ,-tea tt' - 30 E�pirntinss pate y 12D 0
f I I I)1!/ Ravisad By: Dale: Ravislon: �-•Ir f��
-�• ..•• I'Z;k -�--- 1--t^—sQ t I t I t) / triyiani9'f(UTndo Produol Ctv I
`Lr `s J_ ,r�•—I _ Revkad By. D.te; Revisfon:
.�• ^. GLAZING NOTES: Drown By:
*A7 ANNEALED ' ® 0--1piion:
DETAIL "H" HEAT STRENGTHENED ` .r']" t ,.•.• GLAZING DETAILS J ROSOWSKI
"T^o TEMPERED b� ';
"PVB"_.090"SUTACITE" VB BY KURARAY AMERICA,INC. �', I 1 . . , 1070 TECHNOLOGY DRIVE Tille: 0ato
.y "SG°=.090"SENTRYGLAS BY KURARAY AMERICA.INC. "'• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
. :7 r'..:... (941)-480-1600
FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ),- ..,.' "• SoH s/Madoh Scrota; Sheet• 0rowtng No. Ror
-''A.:LYNNI+{iLLER,P .` CERT. OF AUTH. 1j29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A
d.E d b�7os
TABLE 4: TABLE 5: TABLE 6:
012"lYpe 0oltom Sash x
2 Design Pressure,lbs/R Ola-rype4 Design Pressure,Ibslfe
oma rype4 Design Pressure,Ibsttl 6 p4rnl9non to 61611 .54.11 nevem
5,6,788 ReinJ,L.wi flow 4D Watlav Raga(to) 4yek B.kwdthpn &780 --
•. p2 WPM St,o. u I09A 51125 +65.0/-70.0
Rgint.LeV4t 23.5 Ego.5i60 1L304 4050 -10.0 485.0 -70.0 ReNLLevol
Slend.pl C,4ts2o 14517-15.870 405.0 -70.0 4115.0 -70.0 R2 F.,all window and sash sl.s
R7. Fer.11wtndwv&I.A.1sas
_ 26 EgW.110 11.503-18516 +OHO •70,0 4&5,0 -70.0
SEE TABLE 9,SHEET 8 FOR SEE TABLE 10,SHEET 9 FOR
SEEANCHORLE 9,SH AND QUANTITY. st.mwd w,W v 11.3'71-14.562 -6s.o 40.o .65.0 -m.o
Tdoot 23.517-25.266 4050 -706 +85.0 40.0 ANCHOR GROUP AND QUANTITY.
. .. ShMs,d Cding. 20.0.-21510 -05ol 440 -65.0 -10.0
7:355 �EgW4ils,,,-� 11.517-20657 +65.0 1 40.0 485.0 .70.0
o StnMaN PimiS.v� 14.517-171518 485.0 1-70,0 4551 -70.0
�• Shwlest 11.377.14.510 -05.0 -70.0 -05.0 -70.0
. •. T.6esi 27.583-31.011 -65.0 40.0 -55,0 440
Pntom also 20.517-27.682 +65,0 .70.0 485,0 440 C-L�
Siandezd C.Roo. 23.617-28616 4010 -701 4851 -70.0
QHEADER 44 Equ.1+161 20517-23.516 -es.o -70.0 -65.0 40.0 O LJ HEADER
sl.Ms,dR iea 17,517-20.616 485.0 •70.0 -651 40.0
23 C t nnsie 14,517-17.516 -85.0 40.0 -65.0 -700 23
Start.) 11.38-14516 465,0 -70.0 -840 -700
o West 31,56345,611 185.0 -70,0 -05.0 -70.0
SlnzdaNCdlege 2&517.31.582 -65.0 -'-740 405.0 .70.0
EgIIs44e 20.517-20310 -85.0 -700 -650 -70.0 [I _-
p MEETING RAIL 46 Swnd4m Pmnuv 17.517-20.516 IM.0 a0.0 465.0 1 40.0 D MEETING RAIL
Cmtamsi. 14,517-17.616 -£5,0 -70.0 -85,0 -70.0
26 o Cuslomsk. 12317-14516 -65.0 -70.0 •65.6 -70.0
E%TERIOR sw.d 11.377-12.516 455.0 -70.0 -651 -70.0 EXTERIOR _
sWool 33.208-37.530 -85.0 •70.0 -65.0 -70.0
Stan -
O O O
dstdW28.SiT-33.20) -63.0 -70.0 -65.0 40.0
23 EgU014e 23,517-26.518 -05.0 -740 465.0 -70.0 23
JAMB .9.62.5 CW.msk. 20517-23.516 -65.0 40.0 -650 40.0 JAMB
SI4Ms,df`vim 17.517-20.510 -05.0 -70.0 4660 .70.0 EXTERIOR SASH
EXTERIOR SASH CalOm Sl.e 14.517-17.510 -65,0 -740 x05.0 -70.0 ] - HEIGHT
4 HEIGHT Cvdem sk. 12.617-14.618 4M.0 .70.6 +65.0 -700
B
Wool 11,377-12.510 -05.0 1-70.0 405.0 .70.0
T.1.1 38.517-41.044 -65,0 40.0 400.0 -70.0
QSlandertlWisp 31.517-20.516 -0.5.0 400 465.0 -70.0
23 Ege.rme 28.5il-31m. -840 401 485.0 -701 23
ccSt.M,,d NWow 23,517-28.510 -55.0 -70.0 -05,0 -70.0
SILL 02 C 1_She 21517.23.515 +BS.o -76.6 455.6 -70.0 SILL
Cuslsm silo 17,617-20.516 405.0 40.0 -05.0 -70.0 1
Custom 9ko 14.611.17.516 4840 401 465,0 au.1 M('
cuslam 6lze 13.017-14.510 485.0 -70.0 485.0 67.3 I��JI`fl
stad.l iL804-13.016 +05.0 -70.0 +05.0 60.5
T.P.1 36.517-41.644 485.0 J0.0 455.0 I 400
c..lem St.. 38.517-30.516 465.0 -70,0 4640 1-70.0
Egva140e 35.517-3&618 +05.0 -70.0 -651 -70.0
75 custom Mr. 32,517-35.516 465.6 .700 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH
SECTION DETAIL FOR WINDOWS WITH sm�am P,tA- 26.517-32.510 -65.0 -70.0 465.0 -10.0
LEVEL Rl REINFORCEMENT&GLASS TYPES 5,6,7&8 Casmmsl.. 26,517.29.510 46.5.0 -70.0 165.0 fl73 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6 7&8-
(REINFORCEMENTS SHOWN IN FIGURES ABOVE Strut— 25.510-20.516 -65.6 .Mo +650 (REINFORCEMENTS SHOWN IN FFIGURES ABOVE
APPLY TO ALL FRAME TYPES& EquaWlo 38,517-41.014 46s.o .70,0 415.0 APPLY TO ALL FRAME TYPESCONFIGURATIONS) 04 Cuslsm St.. 35.517-3&516 -6&0 -760 +65.0 CONFIGURATIONS)slandaM Pls4wv 33.676-35.516 1651 •70.0 46.50 PRODUCTRIiV75ED
7.1.1 41a4 -85-o 440 +esu as 00Rt1>lying with the Flud&
SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Ihlilding(i)d,An ptmta'c NO
•'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Gx�,ir rtlo U31e -
I Revised By. Date: Revlllon;
Yl li4
rI,I>.'.. 81inmi)ndcCo,
1'0,11101 C11rp1^�
Revlssd By. Oafs: Revis/on:
NATES: D.-Hption: Drawn 9y:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. L(, DESIGN PRESSURE TABLE J ROSOWSKI
.. b 1070 TECHNOLOGY DRIVE lilt.: Dote:
2)FRAME.DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. - I' N.VENICE, FL 34275SINGLE HUHU*WINDOW INSTALLATION-LM 05511551155
3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600
- Ssdes/Model: Snots: Sheet• Drowfrtq No. Rev:
ON THE TABLE. ,A:CYNN;7yi(LtF(:P•E. CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD- H55 A
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'
1.463" 1.483 1.48r 1.A83" PI ( 31� 1:483' .070" --�����^�- •��-�lr5 66 t ±-4AD D 1.164" �-a-
Lr �����_ -�u�Q�O 11 i 11.-.715" .070,.
'62'� J-CHANNEL FRAME •625' I i FLANGE FRAME FIIN,�F-.. EQUALLEGFRAMEOHEAD/JAMB IJ 2DHEAD/JAMB 1.375" dO HEADIJAMB23 LIGHT SASH HD SASH
REINFORCEMENT 25 REINFORCEMENT
----�{ 3.483" ----►{ 3.483" --�-I 070" -"^{F+--I- -►{ 1.182"
3.483" �^+--
.062" �+ 3.483" _"-4 Itn{� l T1--,f.. .070"
-^��'�- .062" j -�F•*- .062" I -��•.+- .062" .791„Ir- -��1.036, 1.041"�
�l ,L L 130"
2.A44" U 2.444" 2.444" 2.444" 1.331° I""- --*-j 1.340" �'•+---
- -1
- HD MEETING RAIL
STANDAR
28 REINFORCEMENT RAIL 27 REINFORCEMENT
O C_= ��o L� ,,,, -�_..rr �� REINFORCEMEN7
�coC7 ��JJ o L c, OQQ
�L o
. r6
6 v FRAME SIELL B�26' D �...J FRAME SILL FLANGE1.375" 7 SILL RAMS FRAME SEOUALUELL ,
1.3{f75"
J-
1.872' -� 1.641"
r- 2.100" �•'* 1.472" 1.565"
1.630" -�{ 1.376" 2.176"
.065" o'= o .065 1.375"
1 974' .590" .471° .347"
� 355 S90"
,1.231" I""'- "� 1.000" }•-+- .035" ==^! .070" .050" .070'
r-� ,060•
SASH
LIFT RAIL LIFT RAIL �EVELED BEVELED
{1ry.'`FIXED
DINO RAIL 16 SASH RAIL 17 BALANCEOR18 SCREW STOP
OVER 19 WTERLOCK 20 NTERLOCK COVER 2t INTERLOCK 22 INTERLOCK COVER
' 'ROl)ItCT REVISED
" >:rnmplying,01h 11,Vmfd9
>++i3ding Cndc
AcceptanceNn j1-0 ML.
:ezpinnion.0ato�-(717-='„(}2(J
,`t�1•� "'• t/v. Revised By. Date: Revision:
.56A" .315' '�"I� .300".. '`•s{:":........:":`/r,' mi.al )ndc producfContois4}
Revised By: Date: Revision:
.75A' .750"
,035' -y'jf T .025" -+-(�--� J; 't�.�1. ..._ p Description Drawn By:
/f''I'C ' EXTRUDED ROLLED LL Wrr.(1(g :�;r_= WINDOW EXTRUSIONS J ROSOWSKI
7, " a1 6z
\:J�CTS)JG SCREEN FRAME SCREEN FRAME i;,;•:; 1070 TECHNOLOGY DRIVE VII.: Date:
(� N.VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
(941)-480-1600
! !:.'-"•:,.'• Series/Modat: Scale: Sheet: Drawtng Na. Rev:
yNN;MiLgR,P.E. CERT. OF AUTH. �f29296 SH-55)0 NTS 11 OF 13 MD-SH5500-01 A
TABLE 12: TABLE 12,CONY.: „y SILICONE HOT-MELT BUTYL
Bill of Material Bill of Material,cont STRUCTURAL
SILICONE
# Part# Description material # Pad# Description Material STRUCTURAL FOAM �'•3/16"NOtvt,
POLYI509UTYLEN 1/4"NOM.
1 620101 Single Hung Fraena earl&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel �r WITH
2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT
3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Coker Assembly Cast Zmc EXT.GLASS EXT.GLASS
4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX 06 x 1.1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS
5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc
6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS
7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Till Latch Corner Key PVC ��-INT.GLASS INT.GLASS
8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC
14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER
16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s rr TM
17 620134 Balance Cover PVC 55 420184 Tait Latch Retainer PVC 4SG TPS SPACER NXT
18 62D133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS
19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM
20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc \ REINFORCEMENT pOLY1SO- DESICCANT FILL AREA
BUTYLENE
21 620157 Beveled Interlock 6005 T5 Ai 59 420180 Plwl Bar Comer Key PVC SEAL
5116"NOM.
22 620145 Beveled Interlock Cover PVC I
720206 Pivot Bar SS 5/ts"No�M�
BUTYL 8 SILICONE SEAL
23 620150 Light Sash Reinforcement 6063 T6 Al 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED i
25 620152 HD Sash Reinforcement 6063 T6 Al 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL
26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS
27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS
30 61644 Weatherstrip,.187"x.270"Fin Pile 78588 #8 x 518"Ph.FH SMS(Strike Plate Screw) SS
31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 720135 Laml I.G.Bead PVC
32 61719 Weatherstrip,.187"x.220"PolyPile Backbedding,GE 7700 or Dow 791 Silicone / INT.GLASS INT.GLASS
33 61825 Weatherstrip Plug,.220"Finseal 71fi46N Selling Black(718"x 1"x 118"),85+/-5 duro. EPDM
35 78XIMM #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 61012 Extruded Screen Frame Alum 78DURASEALa 79 XL EDGE""
36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410SS 61011 Roll-Farmed Screen Frame Alum -SPACER SPACER
37 71669SP Meeting Rail Screw Support Plate 6063 T6 Ai 7CKGLB21 Screen Corner Key for Extruded Frame X4 PVC
38 720210 Weep Hole Cover PVC 47042 Screen Comer Key with Pull Ring X 2 PVC
40 720X)000( Constant Force Balance 47041 Screen Corner Key without Pull Ring X 2 PVC
41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 7CASPM Tension Spring SS
42 Spiral Balance 61816048 Screen Cloth Fiberglass
43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl
44 7BX114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS
Part# Description Material
76 Kommeding 4SG TPS Spacer System I'll onucr RLVI6ED
77 4uanex SuperS Spacer nXT with Hot Melt Butyl See this n;cmnpl}•ing with the Flrn Aa
pSheet for 1r}a4„SCode!ra o7U1.
76 Quanax Duraseal S acer Acoaplaoa,No c
p Materials <riror n lr ti rZA2L5
79 Cardinal XL Edge Spacer ;: aavraae ay: Rata: Rovraron: �]`�Jgx
REFERENCE TEST REPORTS:FTL-8717,8968&8970 J R 05/05/16A)ADDED SPACERS t4}•-+�� / f
Afinmi,i)nJe Prntnrct CcutJro7`> 71
' Revised By: Rale: ReNaron: -
i
@1_ Raacrrptron: Orown By. }
J BILL OF MATERIAL(BOM) J ROSOWSKI
61,1114
,.-r 1070 TECHNOLOGY DRIVE T11ra: Rafe:
Xi.
NOTES N.VENICE, FL 3+275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 I
-- - (941)^480-1600
1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD,,TO BE LABELED FOR MMA EXTRUDER COD£. "`t�' `" Soria+/Model: Scala: Shaet: Rrowtog No, Rav:
2)ITEMS 0 9.13,16,24,26,29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. `•A'.LYN, MILLER,P.E. CERT. OF AUTH. )(29296 S H-5500 NTS 12 OF 13 M D-SH5500-01 A
P. .rA b8706 1
OPT.SWEEP LOCK
O 46 R 48 OPT,AUTO LOCK
j •., I �10 \,. 20 � I 47
1 57 OR 58 8
3 51 OR
i
\\•. UPT.PULL RAIL 22 02 OR 84
16 COVER CK& 9
5RL
S ��.\ C87
0 86 \
`a ^v �
OPT.
BEVELED
e ••, MITERED FRAME WITH '� •. 21 INTERLOCK
INTERIOR AND EXTERIOR16 i c, &COVER
f FRAME WELDS
72 X4
y -•'i•- 16 ��
{I `�_,•`• I 5D \,,,� I!'-•yI 80 OR81
44 „i �•�
j ,
SCREEN
p,•T1P�µEs-' 49 OPT.PULL HANDLE ASSEMBLY
+� 64 WITH LATCH
DETAILS
j CONSTANT FORCE
4i f-i6 82 OR 83
8 d OR
BALANCE
--.---- ; OPT.PULL
�-40 OR 43 42 43 SPIRAL BALANCE HANDLE
63
1
116 r
s7
MITERED FRAME WITH
-INTERIOR AND EXTERIOR
~" /•-37 ASSEMBLY / FRAME WELDS
'\ 66 : J ) DETAILS J J
EXTERIOR •, l"_'J
l38 1v 59
Alrq
'•, OyEs p0 SgtANOE 53 j - c
7u•
•s c+uupl'n .ai1h F4i Flntt
'.3rulrS.inp CocL: n
Acra;Plnncc PM
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