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FL# FL239-R24
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 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
https://floridabuilding.orglpr/pr_appdd.aspx?param=wGEVXQwtDquSIBuBCAEmBE7OC3MC3PGaDA1SWyATjg%3d 1/3
9/30/2016 Florida 86ilding Code Online
Design Pressure: N/A Installation.Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf
(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.odf
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.Ddf
(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 i Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.Ddf
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.Ddf
(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:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
I tml s o Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.Ddf
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.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:
IIactc Pvext
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:
Cr@Cjl�'�c�T'Cj
Safe
01
https://floridabuilding.org/pr/pr_app t.aspx?param=wGEVXQwtDquSiBu8CAEmBE7OC3=3PGaDAISWyATjg`/gad 3/3
r'IL/• MI•Dp►DE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation 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 such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series "5500"PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 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 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: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 of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 15-0519.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.03
M1AMI•DADECOUNTY Expiration Date: July 30,2020
(o Approval Date: August 18,2016
Page 1
PGT-Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0519.05)
2. Drawing No. MD-SH5500-01 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 sealed by Anthony Lynn Miller,RE.
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
Edg&rm spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
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 under 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 sealed by Idahnis Ortega,P.E.
(Submitted under previous NOA No. 15-0519.05)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis,complying with FBC-5"1
Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.05) 1& i
Manuel P ez,P E.
Product Control Exam' er
NOA No.1 4.03
Expiration Date: July 30,2020
Approval Date: August 18,2016
E-1
PGT-Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(coNTrq ED)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (CONTINUED)
® 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray 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
"SentryGlasO (Clear and White) Glass Interlayers"dated 06/25/15, 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 04/16/20.
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-2010 and FBC-5th Edition
(2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
(Submitted under 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 under 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.I."approved on 07/30/15 and expiring on
07/30/20.
Manuel Per .
Product Control Edam' er
NOA No.16-b 4.03
Expiration Date: July 30,2020
Approval Date: August 18,2016
E-2
f
ANCHORAGE
EXAMPLE 28.110"MAX.Ole. 21.518" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING
RADIUS-TOP 54*MAX,BUCK WIDTH MAX.D.C. FOR ARCH TOP
=+ HEADER(;IN.FOR ALL VARIES PER ftElNFORCEMENT LARGE&SMALL MISSILE
WINDOW TYPES) FRAME SEAM 30" 12*MAX. WINDOW TYPES) L LEVEL,SEE SHEETS
HEADE1118111 12"MAX.FROM
SHEETre- MAX.O.C., 52-178"MAX.BUCK WIDTH
FOR A, S B.SEE 10"MAX. SEE SHEETS 1-1)4"
S B.SEE—,.... .. 30"MAX.D.C. 12"MAX. A SEE—— F�X 12*MAX FRAME SEAM D.SEE B&O
HEET I SH�ET3f LI - T SHEET 4 - - - - - - -
AjSEE----- ----F-I S.SEE 30*MAX.D.C. _T
SH �T12"MAX. SHEET3 C,SEE
FIXED SHrEr4 T
EQUALLY VISIBLE A,S
SPACED
TABLES 9-11
ANCHORS PER
TABLES 9-11 0
H� 8"MAX.O.C.
EQUALLY 17-7/8'M)kX. SPACED /I LIGHT 17-7/8MAX O.0
D.C. ANCHORSPER HEIGHT y SEE
91.78" SPACED
MAX' ANCHORS PER 0
tl 84" BUCK BUCK
I - --f— HEIGHT MAX- HEIGHT
0 TABLES941 62"
MAX
_E
VISIBLE
'T
10"MAX.0,C. BU 10"MAX.O.C� x 10"MAX O.C.
HEIGHT X HEIGHT (01.78-
MAX.)
13.3/4"MAX.O.C.
-1717 13.3t4"MAX.D.C. SASH
EQUALLY EQUALLY VISIBLE t314"MAX.D.C. EQUALLY -El
SPACED SPACED I SPACED SEE
ANCHORS PER ANCHORS PER LIGHT ANCHORS PER SHEETS
TABLES 9-11 A HEIGHT TABLES 9-li -
TABLES B&O
6-112*MAX.
6.._1!1/_2"MAX.
_._.INO ANCHORS AT SILL a—1:fO ANCHORS AT B NU ANUHUHU AT SILL �1�111 SEGSILLWEEP- It SEE SILL WEEP-
SEE SILL WEE- SASH VISISLESILLEESILLWERP- 54 1-1/4"
54'MAX.BUCK WIDTH NOTCH DETAILS,
NOTCH DETAILS, 'MAX�BUCKWIDTH --I \_NOTcH DETAILS. NOTCH DETAILS,
SHEET 3 LIGHT WIDTH SHEET3 SHEET 3 'SHEET4
ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW 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 GENERAL NOTES *'*'*"***"'*"*'*"*I
1 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOQITY 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
3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM Coo OPTIONS 2
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION," 'i"'*
'I)ALL WOOD SUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.TX WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). &J-CHANNEL......................4
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS...-..„...............5
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. DESIGN PRESSURES...................6-7
6)1/4.MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................B-10
7)DESIGN PRESSURES: EXTRUSION PROFILES................11
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ASSEMBLY&PARTS LIST 12-131
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: '
8)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-113%STRESS INCREASE HAS -2014 FLORIDA BUILDING CODE(FBC),6TH 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. :ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCIA,REVISED
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
-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ 'AISI-SIOO-07/S2-2010 BLildlg Cod.
10)REFERENCES:TEST REPORTS FTL a--"tplyios with tfw VMdq
LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL AXv.Lano.jh,
'11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ""a”
............ R-la.d By. Date. Ravielaw pivat (a
"(,fl)! A)ADDED SPACERS
By
USER INSTRUCTIONS: JR 05/06/16 TO SHEET 11. �p
"I I I adoPspduot'Cputrdl
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. R.vl.od By. Data:
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.
3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW V"rptran. Drown By;
OPENING STEP 1.
4)DETERMINE THEOBTAINED ANINCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR GENERAL NOTES&ELEVATION J ROSOWSKI
YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 1070 TECHNOLOGY DRIVE 7111m Data.
5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, N.VENICE, FL 34275
........ SINGLE HUNG WINDOW INSTALLATION LM.
105/15115
INTEGRAL
PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, (941)-480-1600
FIN OR EQUAL LEGIBOX). -`i'I+
No. '74
k'YNN-I CERT. Of AUTH. #29296 SH-5500 NTS Dra
P�Ex 58705 Iso"l. Is"716F13 I MD-SH5500-01
TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame
Glass Design Pressure
Description(Crated from Exterior to Interior) Tabta# Sheet# 'types Options Configs. shapes Installation Options that may be used
Type (sae Fig B) (see Table 1) (see Fig A) (see Fig C)
6 718"Laminated I.G.:1/8'A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass vAth.090`PVB Intedayer 4,s 6
8 ?!e"laminated I.G,:1/8"T Exterior Cap+7/18'Air Space+5118"Laminated;(2)Ules of 1/6"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood FremalBuckstdp-sheet 3,option 1
Equal-Ella, SquarelRect., ....into Concrete/CMU-sheet 3,option 2
7 718"Laminated LG.:3116"A Exterior Ce +316"Ah Space+5f16"Laminated; Utas of 418"A Glass w9h,490"PVB Intade err 4 6 6 flange Through the frame p
P P �t2) Y (#2) 5-16 Onel/Protiew Arab-Top& of the window...... --
8 718"Laminated LG.:3116"T Exterior Csp+3/e•Alr Space+5178°Laminated,,(2)Liles of 1/8"A Glass with.090'PVB Inledeyer 4,6 6 &Collage Radius-Top ....through 1X Buoksldp foto Concrete/CMU-sheet 3,option 3
9 7/8"Laminated I.G.:110•A Exterior Cap+7/16"Alr Space+5116"Laminated;(2)Liles of 118°H Glass with,090"SO Intedayer 7 7 - ....into Metal-sheet 3,option 4
10 718"Laminated I.4:118•T Exterior Cep+7/18•Air Space+6116'Laminated:(2)Utes of 118"H Glass with.090"SG Intadayer 7 7 Into 2X Wood Frame/Bucksldp sheet 3,option 1
Box 1 Equal-Uta, Alch-/Rect., Into into 11 718"Laminated LG.:3/16'A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Wes of 116"H Glass wllh,090"sG Intedayer 7 7 Equal-Leg 5-16 Odal/Pro71ew Afch�Top& of hegwlndow..ma throughConcretelCMU- ere 3,option 2
12 7/8"Laminated I.G.:3116"T Exterior Cap+318"Alr Spece+5116'Laminated;(2)Liters of 118'H Glass with•090•SG Intedayer 7 7 (94) &Cottage Radius TapMetal sheet apoption Concrele/CMU-sheet 3,option 3
13 718"Laminated I.G.:118•A Exterior Cap+5116"Air Space+7116"Laminated;(2)Utas of 3118°A Glass with.090"SG Intedayer a 7 ....Into
14 7/8"Laminated I.G.:1/8'T Exterior Cap+5/16"Air Space+7116'Laminated;(2)Utes of 3/16°A Glass with.090°SG Intedayer a 7 Through the ....into 2X Wood FrameiBuckstdp-sheet 4,option 6
Equal-Elle, Arch-/Rec4,Integral An....,. ...Into Metal-sheet 4,option 7
15 716"Laminated LO.:3118"A Exterior Cap+114`Air Space+7116"Laminated;(2)Utos of 3718'A Glass with,490"54 Intedayer 7 7 J-Channel P
5-8 OriellPmuew Arch-Top&
16 718"Laminated I.G.:3116"T Exterior Cap+1/4'Air Space+7116"Laminated:(2)Liles.1`3116"A Glass with.090"SG Inledeyer 7 7 01) &Cottage Radius-Top Through the tame ....Into 2X Wood Frame/Buckstdp-sheet 4,option e
of the window...... ,•.•Into Meta)-sheet 4,option 8
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES%7.9.11.13 Through the ....Into 2X Wood Framelflucksldp-sheet 4,option 5
&15 MAY NOT BE USED IN Equal-Lite, Square/Rect. Entegrai 8n......
Group Anchor Substrate Min.Edge Min. Integral Fin P ...Info Metal-sheat 4,option 7
Distance Embedment. THEHVHZA04vE30'. 5-a OdogPragew Arch-Top&
{#3) Cottage Radius-Top Through the hams ,•••Into 2X Wood FremalBuckstdp-steal 4,option 6
#10 SMS P.T.Southern Pine SG-0.55) 7/116" -3/8" of the window...... ,,,.Into Metal-sheet 4,option 8
Steel,A36' 318" 0.050" •MIN.OF 3 THREADS
or 4100 SS.S.)
(Steel, S.S. Steel Stud,A653 GL 33' 3/8" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES
.
A Aluminum,6063-T51 318" 0,050" SUBSTRATE.FOR 'A=ANNEALED
P.T.Southern Pine(SG=0.55) 7/16" 1-318" STEEL STUDS, F__� f� "H"=HEAT STRENGTHENED
MIN.Fu=46 KSI& K"-TEMPERED
3/16"steel Ultracon Concrete(min.2.85 its]) 1" 1-3/8" MIN.Fy=33 KSI. / 2 "PVB'=.090"BUTACITEO PVS
Ungrouted CMU,(ASTM C-90) 2-112" 1-114" g 4 BY XURARAY AMERICA,INC.
P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 'UNLUES M ED CMu"
#12 SMS Steel. 3/8" 0.050" VALUES MAY BE BOxOR, Q S4"=.090"SENTRYGLAS®
!3 (steel,l8-O S.S. USED FOR GROUTED //�! FLANGE EQUAL. INTERLAYER BY KURARAY
or 410 S.S.) Steel Stud,A653 Or.331 3!8° 0.0451"(18 Ga.) CMU APPLICATIONS. %� j LEG AMERICA INC.
Aluminum,6063-T5' 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE
1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-314"
C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES
1/4"steel Cretellex. Concrete(min.3.35 kal) 1" 1-3/4" -►i BUCK WIDTH ----{BUCK WIDTH---BUCK WIDTH+-• G�
114"steel Ultracon Concrete min.2.85 ksi 2-1/2" 1.314"
1/4"steel Ullracon P.T.Southern Pine(SG=0.55) 1" 1-318" f/ t
114"steel Cretellex Concrete(min.3.35 ksi) 2-112" 1-3/4` G l� T 1 0 3 0
Ungrouted CMU,(ASTM C-90) 2-112" 1-114" x = C0 T J-CHANNEL INT
IN
D 1/4"steel Creteflex Y O!EQ
P.T.Southern Pine(SG=0.55) 1" 1318" x o w to
1/4"steel Aggre-Gator Concrete(min.3.275 kill) 1-112" 1.3/8is m _
1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 1" 1-3/e
Grouted CMU,(ASTM C-90) 2" 2" 1 1 l 1
RECTANGULAR RADIUS-TOP ARCH-TOP
WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCritsVISED
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as Complying with the Florida
Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM 11e1141np coda
Group Anchor Substrate Distance Embedment' THE TABLES ON SHEETS 8-10. ACCeptaaeetoo 16-4714.05
1,1 °• /!7 Ravlsed Ry: Dot. Revfdoni Lxxptmtkm Dalt:
E 2-112"x.131"Common Nat! P.T.Southern Pine(SG--.55) 31e" 2-7118" :;„y;,;;t! • . Dy
2-1/2"Ring-shank Roofing Neil P.T.Southern Pine(aG=,55) 3/8' 2-7116° ` ''•'• """'• Minmt edepro64tCon.rli
P.T.Southern Pine(SG=,55) 112` 1-3/E" * " Rovlaed 8y: Dote: Rev/elan:
#10 Trussheed SMS Aluminum,6083-T5' 3/8" 0.050"
,I,tt•,., ".
(steel,18.8 S.S. Steel Stud,Or.33' 3/e" 0.0451"(18 Ga.) - •' tr'•- p9 Daeoripilon: Drawn Dy:
or 410 S.S.) ^MW.OF 3 r,;_-
F Steel,A36' 318' 0.050" THREADS BEYOND �{_ )K 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
f
P.T.Southern pine(SG=,55) 9116" 1-318" THE METAL ;tj.1t'•' ;,, 1070 TECHNOLOGY DANE MI.. Data:
#l, SMS Aluminum,6063-T5' 319" 0.083" SUBSTRATE FOR ;t t•1:.=. N.VENICE. FL x4275 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15
(steel,18-8 S.S. Sleet Stud,GL 33' 318" 0,050" STEEL STUDS, `*"" <' (941)-480-1800
or 410 S.S.} MIN.Fu=45 KSI& I'/� •'j;j){)�•y)'''��`' Sedrr/Modek Scale: Shea: growing No, Rav:
Steel,A38" 3/e° O,Oso" MIN.Fy=33 KSI. A'.•LY,NNM144sft)�•E• CERT. OF Al1TF1. 29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A
P.E.s 58105
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, SUCKSTRIP INTO CONCRETEICMU.
OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED7HROUGH EMBEDMENT
FRAME INTO 2X WOOD 1/4*MAX SHIM 16 114'MAXSHIM
FRAME OR BUCKSTRIP.
SEE NOTE 2,THIS SHEET. EMBEDMENT TVISIBLE 17
EDGE — 18 t�l.:HTIIIDTH oc EDGE
FLANGE FRAMEFH— DISTANCE DISTANCE
SHOWN
44 BALANCE
L
TYPE VARIES TYP ANCHOR
TYPE,114`MAX TYP.ANCHOR TYPE, WITH SASH
SHIM
EMBEDMENTAND WEIGHT 54 EMBEDMENT
2 q TYP.ANCHOR TYPE, EDGE' Q 30 AND EDGE
EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER
Icy DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE,
SEE TABLE 2,SHEET 2; SEE TABLE 2.SHEET 2,
EXTERIOR DISTANCE SEE TABLE 2,
87 SHEET 2.
�5
T 19 FIXED VISIBLE 4 c
FIXED 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL
VISIBLE LIFT RAIL FRAME' 2 BUCK WIDTH LEOIBOX
LIGHT FOR ALL WINDOWS, NOTES: SHOWN FRAME
HEIGHT I ANCHOR @ 3.55- HORIZONTAL SECTION A-A SHOWN
48 1)USE ONLY
O 49 FROM END AND AT 21 CENTER. SUBSTRATE-APPROPRIATE
22 FOR WINDOWS ANCHORS LISTED ON TABLE 2.
HE
*WIDE: SET 2.FOLLOW EMBEDMENT AND
(72)-/ OVER 36EDGE DISTANCE LIMITSANY DADE APPROVED MULLION,FBG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
.
ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
SCREWS @IE-3/r INSTALLATION OPTION SHOWN MAY
45 46 47 FROM END BE USED ON ANY SIDE OF THE
35
FOR WINDO'WS WITH WINDOW. 114°MAX.
BOTTOM LOCKS SHIM #10 OR#12 STEEL 1/4"MAI(.
16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM
".a
BUCK 50 USED INTO WOOD AS PER TABLE 2,HEIGHT SCREWS 0 6-318- SHEET 2.ALL WOOD BUCKS LESS SMS(GS).SEE
85 FROM END. :Do TABLE 2, c0
30 THAN 1412"THICK ARE TO BE SHEET 2.
SASH CONSIDERED 1X INSTALLATIONS,IIX
0 2'
L
E
EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLYTO
HEIGHT SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-112*THICK 1-7
16
65 (WHEN USED)SHALL BE DESIGNED
86 USE EITHER OR GREATER.1XAND 2XBUCKS OPT. LATCH OR 1=�L
(2)V 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL
INTERIOR31 TESTED UNIT THE STRUCTURE.WOOD SUCK FRAME LEC48OX
WEEP LOCATION:G.518" DESIGN AND INSTALLATION IS THE SHOWN FRAME
NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN 3tp
EACH END. OR ARCHITECT OF RECORD. EXTERIOR
8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION
67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 10, OPTION 4 - PRODUCrItEVISSID,
OPENING)IS MEASURED FROM "--plyJasWith ft Flaft
ANCHORED THROUGH ANCHORED THROUGH 13tdldjng Cadt
EQUAL-LEG/BOX 114"MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL
FRAME SHOWN Revised By. Data; Rovisim Int.im Data
By
f NO ANCHORS ........ m1m, adepro licttCoW
WEEPHOLE flavload By: Dole: Ravislon.
,27"X1.25" REQUIRED IN VISIBLE LIGHT FORMULAS
FLANGE OR
W/COVER
2,87"FROM
EACH END. D—dptr— Dro Dr.EQUAL-LEG WIDTH
is
• FRAME SILLS @SASH:BUCK WIDTH-6-1@"
C FIXED LITE:BUCK WIDTH-4-318" t6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
V�
HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE 7111- D.I.,
VERTICAL SECTION B-B BUCK HEIGHT12-3-15/16" N.VENICE, FL 34275
GGLE HUNG WINDOW INSTALLATION LM 05/15115
-480-1600 1
'Y (941) Sd..lModol. S I.. I Sheet: Drawing N.. Rev.
MV�:E. F AUTH. #29296
SH-5500 INTS 3 OF 13 MD-SH5500-01 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 ZX WOOD FRAME OR EDGE DISTANCE
ANCHORED THROUGH INTEGRAL I-— EMBEDMENT
NOTE 2,THIS SHEET. SUCKSTRIP.SEE NOTE 2,THIS SHE
-d i —
FIN INTO 2X WOOD FRAME OR 114'MAX SHIM 1/4"MAX SHIM
BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE III
SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17
J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH
FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 2,SHEET 2.
(SCREW SHOWN) 44 BALANCE EMBEDMENT
TYPE VARIES 0
L
114"MAX SHIM 42 WITH SASH
I TGE r WEIGH54 0
TYP.ANCHORTYPE, DIS E Q 30
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, Ll
18 SEE TABLE 3,SHEET 2. EXTERIOR TYP,ANCHOR TYPE,
(NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE
FIXED VISIBLE ID 3 FIN DISTANCE PER SUBSTRATE,
FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHT FRAME SEE TABLE 3,SHEET 2.
VISIBLE LIFT RAIL FRAME SHOWN (NAIL SHOWN)
LIGHT
HEIGHT 6,19 FOR ALL WINDOWS NOTES: SHOWN-
1 ANCHOR @ 3.55* BUCK WIDTH
48 FROM END AND AT 1)USE ONLY
t 49 - 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3
72 OVER 36WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4*MAX M DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIMAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.
SCREWS @16.3!6' INSTALLATION OPTION SHOWN MAY
14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE
FOR WINDOWS WITH WINDOW.
BUCK
[,___AY ll'E VERTICAL
HEIGHT 50 16 BOTTOM LOCKS: #10 OR#12 STEEL 114*MAX.
.I
ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM
UU SMS(G5),SEE
SCREWS @ 8-3/8- USED INTO WOOD AS PER TABLE 2,
85 30 FROM END. SHEET 2.ALL WOOD SUCKS LESS TABLES 2&3. ED
THAN 1-112"THICK ARE TO BE SHEET 2.
SASH CONSIDERED IX INSTALLATIONS,
MS(G-
T L..
SHE
EXTERIOR VISIBLE
LIGHT IX WOOD SUCKS ARE OPTIONAL IF
HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO
LATCH(SHOWN) SUBSTRATE.WOOD BUCKS
16 DEPICTED AS 2X ARE 1-1/2'THICK
OPT� (86 f OR BOTTOM
LOCK(SHEET 3� OR GREATER 1X AND 2X SUCKS
es (WHEN USED)SHALL BE DESIGNED
(2)v 81 30 63 TESTED UNIT FIN ANDIOR
G
LOCATION:6-6/8" TO PROPERLY TRANSFER LOADS FLANGE REMOVED
JI
INTERIOR TO THE STRUCTURE-WOOD SUCK 4 1
WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD
NOTCHES AT RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN rcf—_
EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOW c
REQUIRED IN FRAME
SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 15 OPTION 8 PRODUCT REV)SOD
114"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL
INTEGRAL FIN BEADING TO BEADING. Cork
0 SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) ="
FRAME SHOWN coNo Q
c 3= A
R-1-d By. Date: R vhtm; E fratk Dat. ig%o
.27"X 1.25"WEEPHOLE -q t 11,N
WICOVER 0 2.07- By
INvi-d By. Date:S
FROM EACH END. Mimf ode prod.tCon
VISIBLE LIGHT FORMULAS
TYP.ANCHOR TYPE. EDGE DISTANCEWIDTH
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6,112" Do-dptfm tkawn 8y:
SEE TABLE 3.SHEET 2. EMBEDMENT @ FIXED LITE:SUCK WIDTH-4-3/6• ;7 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
(SCREW SHOWN)
HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE TRW
INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16'
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 100'5"/:15/15
ANCHORED THROUGH INTEGRAL FIN (941)-480-1600
INTO 2X WOOD FRAME OR SUCK- SadIM.d.f. -I... t' Rev:
STRIP.SEE NOTE 2,THIS SHEET. AlYNN CERT, OF AUTH. #29296 SH-6500 JsNTS Isho4OF'13 jDMmwlIn9-Sl4oH' 5500-01 A
RESSI1705
718"NOM. 718"N Tie.NOM. 718'NOM. 71V N
5116"A/A PVB l 6116"A/A PVB 5/16"A/A PVB----\T 5116"A/A PV8 I 5/16"HIH SG
7/16'AIR SPACE 7/16"AIR SPACE—- 3/8"AIR SPACE,\ 318"AIR SPACE---\\ 7116"AIR SPACE--\
1/8"T GLASS---\ IWA GLASS---
118"A GLASS 3116"A GLASS 3/16"T GLASS
EXTERIOR y a EXTERIOR a EXTERIO 1. �EXTERIOR <:3 EXTERIOR
78-79 i 78-78 78.79 70.78 76-79
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9
718"NOM. 718'NOM. 718'N M. 718"NOM. 718"NOM.
5/16'H/HSG-- 5/16"H/H SG I 5/16"H/H SG i 7/16"A/A SG 7/16"A/A SG-
7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 5/16'AIR SPACE 5116"AIR SPACE
1/8"T GLASS
GLASS----\ ----\
1/8"7 GLASS----\ 3/16"A GLASS 3/16"TGLASS--\ % 1/8"A- - 1%
EXTERIOR <3 EXTERIOR a EXTERIOR a EXTERIOR <D gxrrm011
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14
718"NOM. 718"NOM.
7116"AIA SG 7/16"A/A SG
I 'GLASS THROUGH H 114"AIR SPACE--\ 1/4"AIR SPACE--\
76-79 BITE TYP. 3/16"A GLASS--\ 3/16"T GLASS
72 7 a EXTERIOR EXTERIOR
GLASS TYPES 5,7 13 78,78 78.78
31 &15 MAY NOT BE USED IN ,
THE HVHZ ABOVE 30'. PRODUCTUVISED
EXTERIOR 75 a,pIyIgAfh ifo Florida
GLASS TYPE 15 GLASS TYPE 16
Ap�146
38 Rvlsad Ry. We: Ravislon: Ex-6 D.C. �020
ay�
„Z. ly
• Nfimu^ad.11rodmi—
_tlo, R.Ws.d Br, Wo. fievidom
GLAZING NOTES:
"A"-ANNEALED D-cripum Dwwa sr.
TYP.GLAZING DETAIL "H"-HEAT STRENGTHENED
GLAZING DETAILS J ROSOWSKI
-r=TEMPERED
® 6
"PVB"=.090"BUTACITE PVB BY KURARAY AMERICA,INC.
1070 TECHNOLOGY DRIVE Title:
*S4Y-.090'SENTRYGLASOBY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15
FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 LL
scm: Sheat: Drawing Na.
CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-0A
O�5
TABLE 4: ABLE 5:51.aa TABLES: _-
t 6 ryP• OoPWnSuh Doolpn Pio.sure,lb.lRa ahn
ON"type• Design Presatlre,IbaRf tbacdp1lon kvOMn s..n ltHpl4 7YP•• Design Preaeure,Ibaltt2
6,4.7&8 ft.in4 Leval R..q.0 Windav R.Q.11.) -f ndow Buck W dih in 6,7 a a
+1-50.0 R2 H.191s Sro- u t.48 52.125 -85,01-70.0
ROM.Laval 216 EgudNa 11.304 +65.0 70.0 -SSA -70.0 R.IOL L.v.1
RI For art vAndow&...h.Iz.. SI.n,v Cala. 14.617.15.670 +65.0 -700 485.0 -70.0 R2 For all Window Nd aaah thea
2a EgwFlli. 13.063-14.6+8 .05.0 70.0 +65,0 -700
SEE TABLE 9,SHEET 8 FOR SIaM.N Pm4•.v 11An.11.582 465.0 70,0 1"A •lax SEE TABLE 10,SHEET FOR
ANCHOR GROUP AND QUANTITY. T.2mt 23,617.25,288 ,u.3, -70e 411.0 -70.0 ANCHOR GROUP AND QUANTITY.
SLWitN C.Ilaa, 20.056.21510 406.0 70.0 406A 70A
37.315 Eq,.m" 17.617-20.037 .. 70.0 ..A .73,0
BIud.NPr¢A.w 14,517.17.618 +65.0 .70.0 465.0 70.0 0 -
StaRa.t 1t,3n.14.518 .ass .70.0 1+85A .70.0
T•16a1 27.583.31.811 +65.0 -70.0 405.0 40.0
Cunam Slz. 29517.27.662 485.0 -700 +65.0 -70.0
_ pp St.W.MC.R." 21517.29616 .65.0 •7a0 2.85.0 -7.A
U HEADER 44 Eq.a Ul. 20.517.21616 .65.0 70.0 .05,0 -70A O HEADER
SI.MaN P.A- 17517.20.616 +OSA -700 465.0 -700
23 ctowns4. 14.517.17.610 +11.0 -70.0 .uA 70.0 23
Sw.A 11,377-+1,616 .65A .70.0 406,0 70,0
Tdol 31.507.39011 +11.0 -70.0 +65.0 700
SIuM•N CaftO 26517.31.562 .650 .70.0 .85A -790
Q E u.101. 20.517.29510 .05.0 •70.0 .65.0 •70.0
MEETINGRAIL 46 Of
.'d P,.A- t2. If�L�(I
-517.20.516 .650 -70A +uo -10.0MEETING RAIL
6 Cuat_s4. 14:517.17616 .65.0 70.0 .05.0 70.0 O
26 o 0.1W¢S4. 12617.14.616 .65A -70.0 406A 70.0 27
EXTERIOR EXTERIOR
11.377.12.61e .65.0 -70,0 .65.0 .70.0 EXIERIDR
n E Ta0.m 31208:37.630 .05.0 .70.0 43,5.3, -70.0 0
Q I� 0 St.Wed C.U.W 20.617.33.2x7 .010 70.0 +05.0 -70.0 O 0
2.3 Ll U Eq..Miln 21617.2&618 .65.0 -70.0 +65.0 -70.0 23
JAMB "atom s4. 3,0.517.23.513, .65.0 -7aa .SSA 7aa JAMB
SASH 49.025 91.ndaN PrrrArx 77.517.20.510 485.0 .70.0 465.0 •700 EXTERIOR MOR SASH
' HEIGHT cwiomsito 2.3,.511.1z61e 4A&A -70.0 .65.3, 7aa � HEIGHT
CW.m B4¢ 12.617.14.510 .65,0 -70.0 4650 .70.0
Siwnest - 11.377.12516 .65A -700 485A -700
T.11..t 30.517-41.644 .65.0 -70.0 405.0 -70A
dsla.d•N C.I%p 31.517.39516 405.0 -70.0 +65A .70A
23 eq..ulm 20.517.31.516 le,0 -70.0 181.3, 70.0 23
SI.rd.WP,.Aaw 23,517.20,616 405.0 -70.0 405.0 •700
SILL e2 ca.t.,ns40 20.617.236ID .87.1 -"A 'A -11.0 SILL
".lom S4¢ 7i,617.20.fi10 .660 -70.0 •65.0 -700 O
C.O.size 14.617.17.516 +85.0 70.0 465.0 -091
.
CuaWm 943, 73.017.14.510 .85.0 •70.0 +65.0 -07.3
s1¢aa.t tt,8 13.016 1610 -70.0 485.0 3,85
0
U.-I 30.517.41.844 .65.0 -70.0 .610 .70.0
..- ._ .050• 3,o
CwWm S4e 36617-30.518 70.0 .ffi.0 70.0
Equ.wt.. 35.517.36618 4050 -70.0 4855,0 -7010
76 c t_Sit. 32.517-35518 .671 -710 465.0 -70A
SECTION DETAIL FOR WINDOWS WITH SWW.NPm,1- 20.517.32518 .65.0 .70.0 .696 7aa SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT&GLASS TYPES 5 8 7&8 cw.ms!t. 2&517.28,518 +85A IN ,650 a I LEVEL R2 REINFORCEMENT&GLASS TYPES 5,15.7&8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE snWlml 25510.290W 465.0 70.0 465.6 abs - (REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES& Eg�wm 38517-41.x4 .u.3, axA 465A .7x.6 APPLY TO ALL FRAME TYPES&
CONFIGURATIONS) 3,4 "•tam S4. 35.5'r-39518 465.0 -76.6 +asA 87,3 CONFIGURATIONS)
91aMaN P,Wm 33.818-35.510 +65.0 •70.0 ,65.0 -06,5 PRODUCr REVISED
61,76 T.1.1 41844 .650 -mA 4653, aa.s as a6etPlyi""with the FlOdda
SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Bu1Id(ne Cnde
MIN.SASH HEIGHT=WINDOW SUCKHEIGHT-50.136 a-pixa No 16'� r4,o3
Ravlaad By: Dale: Revlelxn: Ea;lair�ZD.i. �e 2.v Iummdce Con r
ii •I'!•=''�•'.!%''-' R.O.ad By: Det¢: Ravlelan: '-
„ D¢aarlpt!en:. Drown By:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. +`= DESIGN PRESSURE TABLE J ROSOWSKI
6i;1
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •;•••1, .• ., 1070 TECHNOLOGY DRIVE 112.16; Data:
•= N. YEHICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
., li�;;;� ;.•'
3)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1800 r!.7•;•;;,.'�.}.t Sedea/M¢dak saw., Sheet: Drowinq Na. Rav:
ON THE TABLE, di Ly1J lryRLI 'PIE.1 CERT. OF AUTH. #29298 SH-5500 NTS '6 OF 13 MD-SH5500-01 A
'� �.�715A♦Eals
MUM
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Mmmmmomom� � mm.�ma�rummam��etmmrm�mmeam����mm �� I`*�I�
KpmWImlMM==MMMffm ===KumwlmcmmmcmmmimgmcmMMEMMMEMEMMEM mmm
IREPT,"l=gM7MMM&MMMCMMM=MMEMEMCMNMCMKMMMCM in
4
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27 MEETING RAIL
L REINFORCEMENT REINFORCEMENTRAIL
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PRODUCT REVISED
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LA EXTRUDED 'ql 6 -) - I
O.BEAOING SCREEN FRAME SCREEN FRAME r D--I..
1070 TECHNOLOGY DRIVE 71tim
N.VENICE, FL.34275
SINGLE HUNG WINDOW INSTALLATION LM 106/15/15
(941)-480-1600
L':
SH-5500 NTS 11OF 13 DMfowDkg `H*-S5500-0jj A
k, 4' Sadao/Modoh Scat: ' **'* CERT. OF AUTH. #2.2..
' ---j
REP 58705
TABLE 12:
TABLE 12,CONT.: SILICONE HOT-MELT BUTYL
Bill of Material BIII of Material,cont STRUCTURAL
SILICONE
# Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM.
'I 620101 Singe Hung Frame Head&Jambs-J-C annei PVC 720197 Auto Lock Mechanism C Steel POLYISOBUTYLEN 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 Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS
4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS
5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc
6 620106 SWDH Frame SIII-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS
7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS
8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC
14 620131 Fixed Meeting Reil PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS KODISPACE SUPER
16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 7B 4SG TPS 77 SPACER®NXTTM
17 620134 Balance Cover PVC 65 420184 Tlll Latch Retainer PVC
18 620133 Sash Stop/Screw Cover PVC 56 720207 t"Tilt Latch Spring SS
19 620158 Pull Rall Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM
20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Ano REINFORCEMENT pOLYISO- DESICCANT FILL AREA
21 620157 Beveled Interlock 6005 T5 AI 59 420180 Plvot Bar Comer Key PVC BUTMSEAL 5116"NOM.
22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 6116 NOM.
BUTYL& SILICONE SEAL
23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED
25 620152 HD Sash Reinforcement 6063 T6 All 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL
26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS
27 620154 HD Meeting Rall Reinforcement 8005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS
30 61644 Weatherstrip,.187'x.270"Fin Pile 67 78588 #8 x 518"Ph.FH SMS(Strike Plate Screw) SS
31 6Q300 Wealherslrlp,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC
32 61719 Weatherslrlp,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS
33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),65+/-5 duro. EPDM
35 .78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e DURASEAL® 7s XL EDGEIM
36 78X3THPX #8x W Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER
37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC
38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC
40 720)x)00( Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X 2 PVC
41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS
42 Spiral Balance 86 61816048 Screen Cloth Fiberglass
43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl
44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS
Part# Description Material
76 Kommeding 4SG TPS Spacer System PRODUCT Rc-vaseD
77 Quanex Super Spacer nXrvAth Hot Melt Butyl See this aS ildiumnplgh,deig am NhvMu
Sheet for n ptuti.aN.i 6-o7t4.0S
78 Quanex Duraseal Spacer Materials P
Lapinnlon Date 0�
79 Cardinal Xt-Edge Spacer �,, Ravinad By: Oafe; Revialon:
REFERENCE TEST REPORTS:FTL-8717,6968&8970 •� � ......,E%1' f" JR 05/05/16 A)ADDED SPACERS ay-
..!,. Minmi)nde Product
Ravleed By: Date: Ravlalon:
®, Deacrlptran: Drown By,
BILL OF MATERIAL(BOM) J ROSOWSKI
ti:i:i• •'•:�' 1070 TECHNOLOGY DRIVE 7711c: Dote:
NOTES: - /!,i:=;i1 N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
• i f •, (941)-480-1600 Serlea/Model: Scole: Shael: Orawlnp No. Rav:
1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 'A!.LVN�'tAikI;ER,P.E.
2)ITEMS 0 9.13,15,24,2e,29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p,�,058705 CFJ27'. OF AUhI. 29288 S H-5500 NTS 12 OF 13 MD-SH5500-01 A
OPT.SWEEP LOCK
4 46 qg OPT.AUTO LOCK
18 20 47
iI 57 OR 58 48
1 O 51 OR 52 I 85
I a 45
b v.
OPT.PULL RAIL 22 82 OR 84
19 INTERLOCK 8
COVER 56! „� 87
pp 86
•a� _ � 35
OPT.
1 ~�' BEVELED
MITERED FRAME WITH 21 INTERLOCK
INTERIOR AND EXTERIOR 16 '0 8 COVER
FRAME WELDS
y 72 X4 54
~ `t•ti' 72 X4 16 53
80 OR(D
44
ClAeS co.......
f J SCREEN
64• OPT.PULL HANDLE ASSEMBLY
•.'' 64 WITH LATCH
DETAILS
At 40 CONSTANTFORCE 1 65 82 OR 83
16
•• �.-. BALANCE O
OR OPT.PULL
—199 SPIRAL BALANCE HANDLE
p 63
67 1 16 'F
MITERED FRAME WITH
1 y.� SASH INTERIOR AND EXTERIOR
�V 37 ASSEMBLY �FRAME WELDS
ss ss DETAILS
53
EXTERIOR59
I
,..._........ a77gcyES
70 BAL9
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` -
FRAME 1, '„ ~Ravlsad By: Dol.: RavlsIm
ASSEMBLY By
~ :;j1^'. .. r'� ntinni adet4odtmf
DETAILS ` Aavlsad 8y.• Gate: RaNaf.n:
Oasalptiaa: Drawn By:
EXTERIOR -• "`• ( EXPLODED ASSEMBLY J ROSOWSKI
NOTES: EXTERIOR t.b !-`J
te r,•;••. ice"t• 1070 TECHNOLOGY DRIVE Bile: Data:
1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. :`.,'•.-,<!,�);:1};. - N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
2)3-CHANNEL FRAME SHOWN,PARTS#185.OTHER FRAME TYPES APPLY. -•�'�.•��.Jr (941)-480-1600
■ 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. Ott �'.�i•'1,1',5'�:�'•" Sadea/Madak -1. Sheet: Dra.Mg H.- Rar
I� 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. AIHYN(J;MII*LBIt,P.E CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A
P.E.#56705
as '