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Product Approval
'? +3 USER:Public User
Product Approval Menu>Prcduct or Application Search>.Application List>Application Detail
L ry e FL# FL239-R25
Application Type Revision
Code Version 2017
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 Rosowskl
jrosowski@pgtindustries.wm
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 12/08/2017
Date Validated 12/20/2017
Date Pending FBC Approval
https://www.floridabuilding.org/i3 r_app_dtl.aspx?param=wGEVXQwtDquS1Bu8CAEm... 2/20/2018
Florida Building Code Online Page 2 of'3
Date Approved 12/25/2017
SummarV 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 R25 C CAC ]7063002 odf
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 R25 II 17063002.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-600(Nan-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf
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 R25 II 17063007.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-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R25 C CAC 17063008.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 R25 I1 17063008.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-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf
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 R25 II 17063003.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:
i
239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.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 R25 II 17063004.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-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R25 C CAC 17063006.ndf
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 R25 11 17063006.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-5500(Large Missile Impact) Vinyl Single Hung Window
https:/hvww.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R25 C CAC 17063005,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 R25 II 17063005.Ddf
(NOA)for product performance Information,anchorage Verified By, Mlami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824
The State of Flodda 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 mall.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 4SS,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:
®021-141W PXh'�i^'
Credk Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018
t
MIAMI-�E MIAMI DADE COUNTY
e 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.sov/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"SH-5400"PVC Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NP',
sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,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 NFACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOAH 16-0714.04 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. 17-0630.06
CMIAMij COUNTY Expiration Date: July 30,2020
�� �� Approval Date: November 30,2017
tt Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0519.06)
2. Drawing No.TMD-SH5400-01 titled"Single Hung Window Installation-N1", sheets 1
through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports 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.
(Submitted under previous NOA No. 16-0714.04)
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 NOA No. -15-0519.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51b
Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 15-0519.06)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
/ Manuel Pere
/ Product ControI E
(/ NOA No. 17- 63 6
Expiration Date: July 30,2020
Approval Date: November 30,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(COD)
1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
08/10/17, expiring on 02/28/18.
2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 041116,120.
3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5tb Edition (2014) and FBC
6th Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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.
(Submitted under NOA No. 15-0519.06)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 17-0714.04)
G. OTHERS
1. Notice of Acceptance No. 16-0714.04,issued to PGT Industries,Inc. for their Series
"5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on
07/30/20.
Manuel PprezA.E.
Product Contro xam' er
NOA No. - 0.06
Expiration Date: July 30,2020
Approval Date: November 30,2017
E-2
ANCHORAGE
EXAMPLE FOR 2&1/8'MAX.O.C. N
Top TING
RAPIL 62-1/8'MAX.BUCK WIDTH 21-510" ANCHORAGE EXAMPLE E RATING IMPACT RAI
)T T .
HEADER(SIM. 12 MAX.FROM MAX.O.C, FOR ARCH-TOPVARIES PER REINFORCEMENT I RATED FOR
12'MAX HEADER(SIM.FOR ALL
"RESISTANCE FRAME SEAM SHEETS 6-7 I.P�Af CEj
FOR ALL __4 30* WINDOW TYPES)
WINDOWTYPES) B.SEE MAX O.C.
SHEET3r. 52-1/8'MAX.BUCK
A.SEE 10'MAX,
FROM SEE S=
a, EE 3VMAX.O.C. SHEET3t FIXED VISIBLE 12*MAX_ FRAMESEAM
SHEET 3 D.SEE 8&9
I 12'MAX. '7 LIGHT WIDTH SHEET4
A SEE r'-'- I B, EE 30'MAX.
SHiET31 i SHEEST3 f---:-12"MAX. C.SEEj*
FIXED SHEET4
+ EQUALLY VISIBLE _T_ A-'r. -I
EQUALLY 17-718"MAX. SPACED 'S 12"MM.
O.C. LIGHT S HETIf
ANCHORS 17-7/8'MAX.O.C.
SPACED HEIGHT
ANCHORS I-ABLE56&7 y EQUALLY
ORS PER 91,76' 17-718"MAX,O.C.
TABLES 6&7 SPACED) I // - -__1
0 1 0 MAX. ANCHORS PER 0
84, BUCK TABLES 6 It 7 - 62" a
- j11 84
i HEIGHT MAX BUCK
MAX. _T_
IU"MAX.O.0 BUCK HEIGHT
BUCK AS SHOWN
?5 HEIGHT 10'MAX. x 1U"MAX.O.C. HEIGHT (91.78-
MAX.)
/u IT
EQUALLY 1.3-3/4'MAX.O.C. EQUALLY SASH 13-3t4"MAX.O.C. EQUALLY 13.3/4"MAX.D.C.
SPACEU Y_ PACED VISIBLE SPACED
ANC PER 7' ORE PER - ANCHORS SHEETS
TABLES 6 AI I TA13LES 6&7 HEIGHT TABLES6&7
- I Al I A A 8&9
ANCHORS ANCHORS LIG ANCH SEE
6-112'MAX. I- , 6.lr2'MAX
ANCHORS AT SILL, ;_ -Mm6-1/2"MAX.
_jN0 ANCHORS HORSATSILL - �,
52-1/8"MAX. SEESIL WEEP- SASH VISIBLE SEE SILL WEEP- IEESILLWEEP- SEE SILL WEEP-
SHEET3 WtOTH...TCH DETAILS, BUCK WIDTH -\,NOTCHDFTAU, 'NOTCH DETAILS,
SUCKWIDTH NOTCH DETAILS, 52-lif)"MAX.
SHEET3 SHEET3
SHEET4
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 STANDARD COTTAGE CONFIGURATION §_q6_WN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH EQUAL-LITE-CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP To ANCHORED THROUGH THE NAIL-FIN
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES -7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
-
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES................_...........................
3)FOR MASONRY APPLICA71ONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS,...,......._....-.....___.........
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2
4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED IX INSTALLATIONS,IX WOOD SUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEGA3OX., 3
DEPICTED AS 2X ARE 1-112*THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL 139 DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION.INTEGRAL FIN&J-CHANNEL.. 4
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.{EOR)OR ARCHITECTOF RECORD,(AOR!. GLAZING DETAILS......._........._........ ___.5
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES...........................................6.7
SHOULD BESEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-9
6)114"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OFTRANSFERRING APPLIED LOADS. EXTRUSION PROFILES,....._...............................IQ
7)DESIGN PRESSURES: I ASSEMBLY&PARTS LIST.
A.
NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. -in
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED:
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. -2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
:2014 FLORIDA BUILDING CODE(FBC),STH EDITION
8)THE ANCHORAGE METHODS SI IOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E1300.09
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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL.ADM-2015 PRODUCT Rr_VlSFD
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, =cagAying with on Fkrtu
10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRON212AIGHTER •AJSI SIOO-12 9.4dir5
SHADES OF CAP COATED PVC EXTRUSION N ONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSMF&PA NDS&ALUMIN
A 1,10
LIMMIEtt(WIMAINUAL •AISC 360-10 Ac-P 0��l
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, ft. F,ifmia DII.L7, 1%1)
USER INSTRUCTIONS: UPDATED TO FSC 2017. JR- "y
Nlim"i .&P 7a cll�
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7, 06/06/17
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No.58705
3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4 OR S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW "- 9-criptlan: om-W_
OPENING OBTAINED IN STEP I. 1
. I I - Z 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION ROSOWSKI
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS 0 N.VENICE,Fl.34276
FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET TUrl. DIrto!
5)INSTALLR -SETAREMET. (94I)ABD-16DO
AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. SINGLE HUNG WINDOW INSTALLATION NI 05/15/15
f 0 L -cop-y"111011"U"I"N'.
NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ',#Jm0 ALL RIGMS RESFRVED Dm.Ing Na.
INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER,P.E. SH-5400 NTS 1 1 OF 12 MD-SH5400-01 B
CERT.OF AUTH.029290
REA 50705 1 1
TABLE 1:ALLOWABLE GLASS TYPES
Giese Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame
Type Table#I Sheet# Types Options Conflgs. Shapes
(see Fig B) (see Table 1 P Installation Options Brat may be used
1 314"LG.:1/8"R Exterior Cap+1!2'Air Space+1/6"A Exterior or Cep 4 6 ) (see Fig A) (see Fig C)
2 314"I.G.:116"T Exterior Cap+112"Air Space+1/8"T Extedor Cap d,5 6,7 into 2X Wood Frame/Bucksidp-sheet 3,option 1
a Equal-Elle, 9quarelRecl.,
3 314"I.G.-3116°A Exterior Cap+318"Air Space+3116"R Exterior Cap 4,15 6,7 Flan 9 1-d OdtllProdew Areh-Top& Through the frame ....foto Concrete/CMU-shett 3,option 2
4 314"I.G.:3116"T Extedor Cap+3/8"Alr Spaoe+3116"T Extedor Cap 4,5 6,7 (#2) &Cottage Radius-Top of the window.,.... „_through 1X Buckstdp into Controls/CMU-sheet 3,option 3
"A"=ANNEALED;T•-TEMPERED ....Into Mein)-sheet 3,option 4
Box 1 Equal-Ute, Square/Rect., ••.Into 2X Wood Frame/Bucksldp-sheet 3,option i
Equal-Leg 1-4 Odel/Pro+vlew Arch-Top& Through the frame ....into Concrete/CMU-sheet 3,option 2
L ALLOWABLE ANCHORS THROU FRAME (#4} &Cottage Radius Top of the window...... ,-„through 1X Buckstdp Into ConcretetCMU-sheet 3,option 3
Group Anchor Substrate Min.Edge Min. Material Min.Fr Min.F. ....into Metal-sheet 3,opflon 4
Distance Embedment* Steel Screw 92 ksi M. ks) Through the lnto 2X Wood FmmatBuckstrip-sheet 4,option S
P. .soot am Pine(sG=0.55) 7/i6” 1-318" 1"Screw 60 ksi 95 ksi J-Channel Equal-Ute, Square/Rect.,intogral An ,,,into Metal-sheet 4,option 7
#10 SMS 410 Screw 96 ksi t10 ksi (#1} 1-4 Ode#Proaiew Aroh-Top& P
{steel,18.8 S.S. Steel,A36• 3/8' 0.050" &Cottage Redus Top Through the frame ....into 2X Wood FramelBuokstdp-sheet 4,option 6
or 410 S.S. Steal Stud,A653 Gr.33* 3/8' 0.0451"(18 Go.) Ebo Aggre-Gators 57 ksi 96 ksl of the window...... ,,,,Into Metal-street 4,option 8
A ) Aluminum,6003-16* 318' 0.050" Elco UltraConV 155 ksi 177 ksl Through the ....Into 2X Wood Fmme/Bucksldp-sheet 4,option
5
410 SS Elco taeleFieAD 127.4 ksi 169.7 ksi Equal-Ute, Square/Rect., into Metal_sheet 4, )I
P.T.Southem Pine(SG=0.55} 7116" 1-3/8" 6063 T6 Aluminum 16 kei 22 ksi Integral Fie 1-4 OdeUProNew Arch-Top 8 Integral rn...... option 7
3/16"steel Ultracon Concrete(min.2.85 ksi) 1" M(18
A36 Steel 36 ksi 56 kat ( ) &Cottage Radius Top Through the frame ....Into 2X Wood Frame/8uckstdp-sheet 4,option B
Ungrouted CMU,(ASTM G90) 2-1/2" Gr.33 Seel Stud 33 ksi 45 ksi of the window...... ,,,,into Metal-sheet d,option 8
#12 SMS P.T.Southern Pine(SG=0.55) 9118"
Steel,A36• 318' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES _
(stool,4 0 S .) Steel Stud,A653 Gr.33* 3/8' 0.or 410 S.S.) L!3 Aluminum,80637'5• 318" D114'steel Ullrocon P.T.Southem Pine(SG=0.55) 1' J
1/4'steel Creteflex P.T.Southem Pine(SG=0.55) 1" 1-3r8" s ✓ D.J 0
1/4*steel Aggre-Gator P.T.Southem Pine(SG=0.55) 1" 1-318" �� %/ BOX OR Q
1/4*steel Ultracon Concrete(min,2.65 ks!) 1" 1.3/4" yJ j� FLANGE EOUAL-
C Ungroncre CMU,(ASTM G90) 2-1/2" 1-1/4" LEG
1/4`steel CreteAex Concrete(min.3.35 ksi) 1" 1.3/4" EQUAL-LITE ORIEL COTTAGE
1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1.3/4" o -
Concrete(min.3.35 ksi) 2_1/2" 1.3/4« FIGURE C:FRAME SHAPES
1/4'steel Creteflex --.-I BUCK WIDTH+----�BUCK WIDTH)-�——«-{BUCK WIDTHI•+—
D Ungrouted CMU,(ASTM G90} 2-112" 1-114"
steel AConc
IW rete min.3.275 ksq 1-112"
/4" ggre-Gator
Grouted CMU,(ASTM C-90) 1 2' 2"
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. T fl I A
'UNGROUTED CMU*VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2 = _ w __ T J•CHANNEL INTEGRAL 55L5__
.� FIN
m j m �� � �
1 t f_ _ -
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP -""
Group Anchor Substrate Min,Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PP.(IQUCr REVISF.b
Distance Embedment* BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM eS-m1+lYiae wilh the Flcrlda
E 2.117 x.131"Common Nail P.T.Southem Pine($G=.65) 316" 2-7/16' THE TABLES ON SHE 0.9. t I!I r f Bvildiaa Code
2-1/2'Ring-shank Rooting Nall P.T.Southem Pine(SG=.55) 3/8' 2-7116` �� Atrcntenao C
are�YReWerom. ration rP.T.Southem Pine(SG=.55) 1/2" 1-3/8• �`��`AQ """' /�'% ANCHORS RE-GROUPED.#10 Trusshead SMS ikCEks''•.! Hp(steel,18-8S.S. Aluminum,6063.75 3/8' 0.050' : � 8sr iDa6e
or d10 S.S.} Steel Stud,Gr.33* 3/8" 0.0451"(18 Ga.) Ne.587as - -JR-06/06/17
=*:
F Steel,A36• 3/8" 0.050" - * O Description. DmMn Sy
P.T.Southern Pine(SG=.55) 9116' 1.318" tf'
#1zsn4s �7t •, 7Z� t��` 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
Aluminum,6063-T5' 3/8" 0.063" 'Q •. S OF N.VENICE,FL 34276
(steel,1&B S.S. :,p ltf.
Steel Stud,Gr,33* 3/8" 0.050' '•.je(ORIDP,,•' C;� (B41}d00.1600 nNar nate:
o 410 s.s,) Steel,A36' 316" 0.050' �'`!s`Sr�NAL ' G`�` ce+rorol7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
'MIN.DF3THREADS
BEYOND THE METAL SUBSTRATE. I//fr I1111111 u�i.woa erRaessrrvEu Serfee/Mdel. Scale: Sheet: DmMne No. ReV:
A LYP.E.0 LLEft,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B
P.E.#69706 CERT.OFAUTH.#29296
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED ikR66614 FRAME ANCHORED THROUGH FRAME AND IX
OPTION 1DIRECTLY INTO CONCRETE(CMU. SUCKSTRIP INTO CONCRETE/CMU.
ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT
FRAME INTO 2X WOOD EMBEDMENT
FRAME OR BUCKSTRIP. 1--j — 114*MAX SHIM 16 1W MAX SHIM
SEE NOTE 2,THIS SHEET. EMBEDMENT T SASH VISIBLE
EDGE 103 ' ' LIGHTID (17 EDGE
FLANGE FRAME f-r - 106 11 DISTANCE
SHOWN 11 - DISTANCE
-------1 44 BALANCE
--TIW MAX
TYPE VARIES
SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE
TYP.ANCHOR
,
Lf TYP.ANCHOR TYPE. EMBEDMENTAND 30 •
EMBEDMENT AND EDGE EDGE EMBEDMENT
31
DISTANCEPER ANDEDGE
DISTANCE PER SUBSTRATE, SUBSTRATE,
U. 'E� DISTANCE PER
SEE TABLE 2,SHEET 2. TFA EDGE SUBSTRATE,
ins SEE TABLE Z SHEET 2, EXTERIOR DISTANCE SEE TABLE 2,67 SHEET2.
E
FIXED VISIBLE 15 D ,
FIXED 02�0 OFT.SASH TOP — L.
VISIBLE Irc== LIFT RAIL AR
2 LIGHT WIDTH
LIGHT NOTES: FRAME BUCKWIDTH LEGIBOX
HEIGHT FOR ALL WINDOWS: — FRAME
I ANCHOR @ 3.55-
-(4)8 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A_-A SHOWN
49 21 SUBSTRATE-APPROPRIATE
CENTER. ANCHORS LISTED ON TABLE 2,
22 FOR WINDOWS AN 2.FOLLOW EMBEDMENT AND
(73)
OVER V.ER 16'WIDE: SHEET LI
— A67.j EDGE DISTANCE MITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
104 &4A4 �i) SCREWS @16-3/8' BE USED ON ANY SIDE OF THE
FROM END. H WINDOW.
FORWINnOWq1AI-T 114*MAX.
BUCK 16- 2)MASONRY ANCHORS MAY BE SHIM 1W MAX.
50 78 #10 OR#12 STEEL
HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLING— SHIM
SCREWS @ 8-31fr SHEET 2.ALL WOOD BUCKS LESS SMS I'm),SEE
5 30 T— FROM END, THAN 1-i/2"THICK ARE TO BE ❑ TABLE 2, M
SASH CONSIDERED IX INSTALLATIONS,IX SHEET 2.
EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT UNITM INSTALLED DIRECTLYTO
HEIGHT SUBSTRATE.WOOD BUCKS
18 DEPICTED AS 2X ARE 1-1/2'THICK OPT. USE EITHER OR GREATER.IX AND 2X BUCKS
LATCH OR (WHEN USED)SHALL BE DESIGNED
(2)1- -81) 64 BOTTOM LOCK. TO PROPERLYTRANSFER LOADS TO
TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME
EQUAL '
INTERIOR 81' 1 & FLANGE
WEEP LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWN
NOTCHES AT FROM SASH END. RESPONSIBILITY OF THE ENGINEER
F ��D�
EACH END.
OR ARCHITECT OF RECORD.
EXTERIOR
6 3)VISIBLE LIGHT MOTH OR HEIGHT INSTALLATION i INSTALLATION
(ALSO REFERRED TO AS DAYLIGHT C14
67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 PRODUCT REVISED
EQUAL-LEGIBOX - 114*MAX SHIM BEADING TO BEADING, ANCHORED THROUGH ANCHOREDTH UGH 0 CMIDIVing with the Fkm-�b
FRAME SHOWN FRAME INTO METAL Rildi.s ode
FRAME INTO METAL
_%j%ll I III, . Accepta co
,fit NY LYNAI ", mfle I e
WEE NO ANCHORS • NO CHANGES THIS SHEET.
PHOLE VISIBLE LIGHT FORMULAS e P,
WICOVER
@ REQUIRED IN
2.87'FROM 138 s
FLANGE OR No.58705EOUAL-LEG WIDTH
EACH END. • FRAME SILLS
@SASH:BUCK WIDTH-6.112* -u — D—pplion., D—a By:
@ FIXED LITE:BUCK WIDTH-q•3/B" `%6�tfiJZ
. / . Z: 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
STATE N.VENICE,FL 34276
HEIGHT(EQUAL-LITE)
VERTICAL SECTION B-B BUCK HEIGHT/2-3.1&IG" (941"80.1600 TIffe: Date:
♦ SINGLE HUNG WINDOW INSTALLATION-NI 05!15/15
L peopyFue"T02011f I I
fw%, 0TINDVSMES,1NC. e: Sheet• 7ft'
A-LYNN MILLER.P.E. ALL WOM MERVID
P.E.to 58705 CERT.OF AUTH.#29290 SH-5400 'NITS 1 3 OF 12 1 MD-SH5400-01 I RoBr.
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION B INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN
2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR
INSTALLATION OPTION 5 EMBEDMENT — I.- EDGE DISTANCE
NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH INTEGRAL I-- EMBEDMENT -r /1
FIN INTO 2X WOOD FRAME OR -- U 114"MAX SHIM
BUCK-STRIP.SEE NOTE 2.THIS -��—�-- EDGE DISTANCE 1G 1/4"MAX SHIM -
-� \.___!
SHEET. --' � - TYP.ANCHOR TYPE, SASH VISIBLE
J-CHANNEL —!y.-�_ EMBEDMENT AND EDGE ✓ ❑�S - 18 LIGHT WIDTH I o (17 ❑
FRAME \ DISTANCE PER SUBSTRATE.
SHOWN __ SEE TABLE 2,SHEET 2. V 4
(SCREW SHOWN) 44 BALANCE �' �O EMBEDMENT
o TYPE VARIES - - ------ -L- -
-- ,
1/4'MAX SHIM EDGE Ind( J� 42 WITH
�/ 30�
TYP.ANCHOR TYPE,
EMBEDMENT
IISTA CE PER SUBSTRATE, DISTANCE I p, /Q µµµ NM ^V 31 -
0 - - ILJIUUU LL1
a I
SEE TABLE 3,SHEET 2. n�I
10 (NAIL SHOWN) uD� EXTERIOR B7 _EMBEDMENT
TYPE,
INTEGRAL `EMBEDMENT AND EDGE
19 I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3,SHEET 2.
FIXED 20 1 OPT.SASH TOP J-CHANNEL \�
LIGHT WIDTH
VISIBLE u__0-- _ J LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN)
LIGHT �'
NOTES: SHOWN
FOR ALL WINDOWS:
HEIGHT BUCK WIDTH -- - -- --
I 1 ANCHOR @ 3.55'
++ I48 FROM END AND AT 1)USE ONLY
J I 49 — 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3
OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
OVER 36'WIDE: 1/4"MAX. __
73 0)—_� ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY SHIM � MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2.
SCREWS @10-3/B" INSTALLATION OPTION SHOWN MAY j
35
46`7 FROM END.
BE USED ON ANY SIDE OF THE
14 � 46
FOR WINDOWS WITH WINDOW. / •�
BUCK O �� BOTTOM LOCKS: / #10 OR#12 STEEL _ 1/4"MAX.
HEIGHT 50 \ 16 `__. ADD ADDITIONAL 2)MASONRY ANCHORS MAY // SELF-DRILLING— SHIM
SCREWS @ 8.2/8' USED INTO W000 AS PER TABLE
E 2, SMS(GS),SEE
FROM END. SHEET 2.ALL WOOD BUCKS LESSL_I- -- TABLES 2&3, ❑�)
30 THAN 1-112"THICK ARE TO BE SHEET 2. D
SASH CONSIDERED 1X INSTALLATIONS.
EXTERIOR VISIBLE \ 1X WOOD BUCKS ARE OPTIONAL IF
LIGHT USE EITHER UNIT 15 INSTALLED DIRECTLY TO
1
HEIGHT \ LATCH(SHOWN) SUBSTRATE.WOOD BUCKS
_ OR BOTTOM DEPICTED AS 2X ARE 1.112'THICK
/66 t 1J OR GREATER.1X AND 2X BUCKS
OPT,_U \ LOCK(SHEET 3).
65 63 TESTED UNIT (WHEN USED)SHA N BE DESIGNED Il 11 a FIN AND/OR UQ
(2)1' 81 X30 TO PROPERLY TRANSFER LOADS _
INTERIOR 31 LOCATION:6518' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED
WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD I /
NOTCHESAT �60]� Q RESPONSIBILITY OF THE ENGINEER INTEGRAL IN
/
EACH END. \\� NOANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN
_ REQUIRED IN FRAME EXTERIOR INSTALLATION
7 �\ SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n
Y THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 `% OPTION 8 PRODUCT REVISED
OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO ro c Tplying with the FTcrida
A .
114'MAX BEDING TO BEADINGANCHORED THROUGH liaildinO Code
INTEGRAL FIN � - ^�"�'T� SHIM t t I I t 11 INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) Acccptnec�11,
FRAME SHOWN L—ILJ Expiration NY LYNI/ R-IsI :27'X 1.25'WEEPHOLEI --r `�,`� .... •-•-CWICOVER@2.87'I �_:. U10EN3 �� ; NO CHANGES THIS SHEET.FROM EACHQ� F �
t VISIBLE LIGHT FORMULAS No.597o5
TYP.ENT AND TYPE, f- =: --EDGE DISTANCE WIDTH *;• I •1 8
EMBEDMENT AND EDGE SASH:BUCK WIDTH-6-112° r', Deecriptton: Drown 8y.
DISTANCE PER SUBSTRATE, j @ 1'`
SEE TABLE 3,SHEET 2. —� EMBEDMENT — @ FIXED LITE:BUCK WIDTH-4.3/8" ^�0 6ATE Q I,Z'�� N7VENICE.TECHNOLOGY J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
(SCREW SHOWN) T �/ lltle: Date:
HEIGHT((EQUAL-LITE) �� --,F(ORION •'•\?� (941).400.1600
INSTALLATION OPTION_5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15116' iSSI •••--• �. .0�� coPttacrtre29n SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
ANCHORED THROUGH INTEGRAL FIN ///0NAL 11111\ POTRAUSTRIE&INC. Serfew/Model: Scale: Sheet: Orowfng No. Rer.
INTO 2X WOOD FRAME OR BUCK- _ALL RlOItre Reentveo SH-5400 NTS 4O 12 MD-SN -01 B
STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E.
P.E.tl 58705 CERT.OF AUTH.#28286
—� 3/4"NOM. --`'{ 314'NOM. Imo-- —�{ 3/4"NOM. 3/A'NOM.
1/8"A GLASS -— 1/8"T GLASS I 3/16'A GLASS------I-- - 3,116"T GLASS
1/2'AIR SPACE --\ 1/2"AIR SPACE 3/8"AIR SPACE \ 3/8"AIR SPACE-
118"A GLASS---\ 1/8"T GLASS-1 L 3/16"A GLASS y 3116"T GLASS--\
6�
EXTERIOR EXTERIOR r (17 EXTERIOREXTERIOR
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
1/2'NOM.GLASS
7fi-79}—• BITE TYP.
73 74
1
� ppp
EXTERIOR 31 II 75
Ill PRODUCT REVISED
3830 M complying with am Flaida
_ ````lull ullllr Bldldi�dt,.AccepB l+ilReWslon:
ENO CHANGES THIS SHEET. DyMtam
TYP.GLAZING DETAIL TSTE
o,sB7as/ 7-I-r f �� 0—Iptlnn:Q 0 (V. 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI
OLAZINO NOTES: S'111111111W ONAL �G��\` (�)Aee�-1600 YFVGW e�N.VENICE.FL 57 roe: Data:
SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
'A'=ANNEALED Pa7mucrMlE&IRC. Seriea/Model: Scale: Sheet: Drawing No. Rer.
"P=TEMPERED ALL RIGH"RESERVED
A.LYNN MILLER.P.E. SH-5400 NTS 5 OF 12 MD-SH5400-01 B
P.E.058705 CERT.OF AUTH.1129290
TABLE 4:
vow TYWa BNI-9.1h emh 04elgn P,es.ule(Ihs1117)
1.4 17 ftft1:1u%_ 11e1d0
Ib INAWa1 R"'0'011't"b" Av %Mach SudlWldth(l0)
R1 Imld46ho4m M) 1a M 32 36 40 43 52125
215 EgW4176e 11.49. •60.0 -IND •W.0 -100.0 1.0 -INO 4WA •1N.0 460.0 -IND 460.3 6B.D +50.0_ -WA
BhNSOceug. 14.517-10.070 +6040 -100.0 +WD -100.0 160.0 -IND +WA •165.0 WD -100.0 +WA E7.0 •"A 60.0
Egw110e 11 4181-11516 •60.0 •100.0 460.0 -,an 1240 -1500 •60.0 •100.0 •50.0 -100.0 4WD -100.0 +WD -9.I
616160 PNA4w 11.37,-11.502 •60.0 •100.0 •60.0 •100.0 .00.0 -100.0 •WD -100.0 •WA AND WA -100.0 •WD 64.0 ,
T.Wt 73 SIT-25260 •W.0 -IND •60.0 -100.0 +ono -100.0 +WA -INA .Wo -IND 4WA 19.0 4WD .77.9 c
81arWmCdla9e 30.055-2].616 460.0 -160.0 +6040 -100.0 "'o •100.0 •W.0 "no 460.0 -INA WD Ace WD .79.1
]7,375 EQnNIb 17.517-24.901 450.1 •700.0 +6040 •700.0 •60.0 -100.0 460.0 •165.0 +W.9 AN.O WA 20.0 460D •TaD
8"'. 14.517-17516 'WA •100.0 1WA •1000 1wD -160.0 .W.O •INA +600 -100.0 +60.0 11.2 460.0� -752
818d.1 it.3T7.14.516 450.0 -IND _A -100.0 +6040 -IND +WA -100.0 -;-W-D -100.0 +60.0 8 D 4Son •73.0
U." 31561-31.911 •60.0 -1000 W. -IND 460.0 -loon +W.O .97.0 •60.0 E9.0 +50.0 .76.0 .600 -71.0 a
Gelen Sme 36517.2TAe2 •60.0 -100.0 450.0 -100.0 +No d65.0 WD -la0.o +N.O •100.0 460.0 223 460.3 -129 HEADER
91an4rtltblla9s 13111-20.016 iN,O -100.0 +WD -160.0 +60.0 -100.0 +50.0 •160.0 +W.O -I W.0 •60.0 -79.0 WA -70.9
N EgwNae 40.017-2].810 450.0 -100.0 •N.0 -100.0 •W.0 -165.0 •50.0 •100.0 450.0 -IND +50.0 Jai +WD -T0.3
SImMdPlwlae 17517-20.016 450.0 AN_0 •60.0 -100.0 460.0 -160.0 460.0 -165.0 +6040 -100.0 •60.0 -7549 +ND -70.4
Cullom 6me 14.S11-17.610 460.0 _IN.O •60.0 -160.0 +m0 -100.0 460.0 •160.0 +1040 -100.0 +SOA -79.11 4500 -71.2
SIM,. 11.377.14.510 +60.0 -IND •W.0 -IND 360.0 •100.0 .Wo •100.0 +WD -N.1 .5UA -76.0 'W.0 -7I.6
T~ 11560.31.911 •Wo -165.0 150.0 -150.0 4WA •909 .50.0 893 .!LD_ 29.3 .9 4WD 29.
6mNme CDltatA M.9ly-51.662 •50.0 -150.0 460.0 •150.0 Oto -100.0 4W.D -160.0 4W.0 -06.4 WD -73.6 M. 55.8
Egn&M. 30.617-26.61a •$
.0 •100.0 .50.0 •tW.o +WA •150.0 +60.0 -tW.o +50.0 •932 tl0.0 -71.9 +60.0 OJA O MEETING RAIL
•0 BlardertHYD4ve Ir.617•M.01e '60.0 -IND •-600 •1N,0 +WA M. •W.0 -100.0 .'EA .W.1 4 D •74.9 •Wn Er.O 23
Clal4m S. 14.51T•n.61e +W.0 -Irmo •60.0 A..0 +WA -100.0 .WD M. +Wn -92.0 +N.0 -703 W. 00.1 \ 26 0
Comm 6114 12511.11.510 +WA -1010 son -100.0 460.0 •1N.0 460.0 08.7 450.0 -0146 410.0 -73.6 •ND E0.9 � o
eW.1 1un•12.515 •ono -IND +No -INA +00.o •*0 Wo 210 160.0 -e.7 +Wo 422 460.0 E7.3
TtlMI 33200-37.536 +WA -IND 4WA •95.4 450.0 21.3 •WD ezz •60.0 -81.9 +Wo .71.a +NA�_7._8 Q� 9
SUN000blug. M+51-3]301 •60.0 •165.0 •WD •165.0 +W.0 AND 460.0 •100.0 .WO .93.6 150.0 41.1 +600 03.3 O
y EmIY6e 23D1T-0116 +50.0 -IND +W-0 •100.0 •60.0 -150.0 •60.0 -IND 4wo -91.5 460.0 .72.6 +WA 25.1 � 23
3
-tem8me 20.11-2111. •60.0 -165.0 M. -100.0 +WO -1N0 +Wo •IW-0 +50.0 -N.6 No .72.9 .50D 5.1
61 aWam Pnr9ew 11317-0.516 .WD -160.0 +WD -165.0 +W.o -A -WA -150.0 +WD -*.D 4WA 43.7 4WA 75.9 ~
Cummem• 14.617.17.616 +50.0 -100,0 •50.0 •1N.0 -Wo
-IND •60.0 69.0 a .0 29.0 WD -71.1 ...a 83.1 FJREHgR CASH
L361410 oma Italy.14.516 +WD •IND 4WA -INA 460.0 037 .60.0 -026 •..0 45.7 +WA .72.2 4500 273 E%7�RroR � HEIGHT
Shdhal 11171.12.616 •No -IND •50.0 69.8 760.0 267 +60.0 27.0 +W.D elD .60.0 29.6 4Nx 64A
hlkal 3a5ly.41.6" 4W.4 -150.0 4Wo 228 4W.o •712 .5040 266 +Wo 67.1 450.0 06.1 +50.0 06.2
BI4Duld Colb9e 31.511.30.616 +W.0 -150.0 .50.0 692 460.0 -06] +W.O -6048 760.3 -99.4 3600 012 460.3 456.6 JAMB A�30 E".. 0611-31.616 460.0 •150.0 478.0 .150.0 +WD -IND 460.0 416.7 ODD 25.7 4WD 73.7 •ND Be.JpO YS611•M.515 •50.0 -IND .5046 667 +WD +WO Es.4 760.0 87.8 Cwl Sue 30aIT.23.610 450.0 -IND 4No Ada +50.0 -77.0 •50.0 •746 +50.0 .73.6 +50.0 EIA .WD 80.a
ly517-.516 4W,0 211 •50.0 .70.0 450.0 281 .WA 85.8 .Wo 24.2 +WA MA 4WD 25.6 CulmenSua I.617-11.610 +50.0 A9.a •60.0 •731 •WA 21.9 •WA 888 .W+D 27.0 4WD 85.9 rWo 4121
Culwe Sm4 13.01711.610 4W.0 -061 .500 •70.0 .0340 880 •WA 39.0 .50.0 83.9 4WD 4524 .5006mm.1 tt.e"-13.015 +W.O 63.7 •65.0 87.9 +WA 8T.0 +W.. 1346 +W.O -51.0 4WD 30.0 Ono 50.0nlnt E35+517.M.510
41.60 460.0 AN.D .60.0 n2.5 +50.0 •71.2 +No •60.0 17.1 4 00 80.6 +W0 33.0
alae39.616 460.0 -150.0 750.0 887 two •115 •60.0 .75.0 .W.o .74.1 •W. 20.7 .50.0 3].1
Eeelee 36.510 +60.0 •100.0 .WD -oto +WA 80.8 4N.0 •lam +WA -TT.9 .Wo 450.0 IWD 4M
7e Cuatam Bma 3].510 •60.0 -150.0 760.0 A6.] 760.0 .740 +WD .714 4WD •702 •WD 802 •509 821
91106.Ralev32.616 460.0 61.9 4WD •17.5 +60.0 85.3 +WA 213 +W.o 61.6 460.3 392 450.0 8].0
Cwmmam. 16.616 .50.0 A1.z 4500 at.0 .600 4510 4 . 9 A 4Wo 43. +W.o S1A SECTION DETAIL FOR WINDOWS WITH
.30.610 760.3 -0QO .60.0 89.0 460.0 .681 '60,0 7140 460.0 6].0 460.1 311 460.0 80,41.0" .50.0 .911 4500 •77.6 7600 W.3 4W.0 13.3 .60.0 711 •60.0 76.4 .50.0 W.5 LEVELR1_REINFORCEMENT&GLASS TYPES 1-4
30.515 4W.0 -07.2 •WA 41.0 .WA .en0 .WA se.9 460.0 454.9 .Na m.e •500 So.e (REINFORCEMENTS SHOWN IN FIGURES
3s.s1e 450.0 mr 7600 Ar.e +WD -5740 460.3 33.6 460.0 •51.6 .50.0 450.0 460.0 1640 ABOVE APPLYTO ALL FRAMETYPES&
91.76 nlleel •41614 4W.o 2].7 .W.O 27.8 +W.0 -17.0 •W.0 45].9 4500 6.146 •sOD 50.0 •500 50.0 CONFIGURATIONS)
SEE TABLE 6•SHEET 8 FOR ANCHOR GROUP AND QUANTITY.
MIN.SASH HEIGHT=WINDOW DUCK HEIGHT-50.136
PRODUCTREVISED
a:Complying With the Pkeaa
Ruildinp Code
`11111 1 u r 7� AEccpl:u,cD I io/ •01.3314 D(o_
ON N " ReNllon: F.<,irntilm Date 'lD?D
vx.••41cENS ` 'sJ NO CHANGES THIS SHEET. elalni,5aeP19danc2ta
*-
N0.58705
Oeea7p00n: D7am BY+
1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ��0•:. �\ 7070TECHNOLOGYDRM DESIGN PRESSURE TABLE J ROSOWSKI
OR INTEGRAL FIN. %0 STATE OF
(�•''•:Y,�ORIDI`.••' ��� N.VENICE.FL 34276 17Oe: Ooh:
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '' SS�ONAI-E�G�\` (�1��caPmmHTe2o11 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR 77I/7111 11 111111 POTINduumES'INO. Serle6 i
HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN IAILLER.P.E. Nl NIGHM Ra EMED /Madel: Smk: Sheol: Drel,lnp No. R. j
P.N MILLER,
CERT.OF AUTH.N282B6 SH-5400 NTS 6 OF 12 MD-SH5400-01 B
TABLE 5:
Oi•MiOdium9N0 S•fh
2•44 De.fl9unn to-9lfn I1e194 0••ipn Pr•••are(b•Ift2)
R.td t 'itr'9"ADifdow 0+^9a W,,d..s Width In
R2 91) is 24 1 32 1 36 1 40 43 SL125
23.5 EgsWle 11.391 165.0 •1J0.0 .66.0 -1900 40,0 -130.0 4610 -1300 .0,1 --1- +65.0 -15.0 «65.0 .120.0
3broordMe III 4.517-15.070 .0,9 4WX .66.0 -130,0 .05,0 •730.0 .0.0 430,0 465.0 •1300 .010 -/27.0 40.0 418.0
20 Eq,W 11.503.14.616 .63m 4x0.0 40.0 .I]q0 16911 •130.0 165.0 -130.0 165.0 •130.0 ab.0 -130.0 1@50 -im00
BOigntd PZ- 17177.11.062 .65.0 •ta00 .W.O •130.0 W. .130.0 .050 -Ixe •610 1 .130.0 .05.0 Ono .es-0 -173.0
TOM 23517.20.7411 +050 430.0 .0.0 •130.0 165,0 •130.0 .65.0 -130.0 «050 I -130,0 +03.0 .IMO 455.0 -117,0
5IttOnl0CMW u* 0.ON-2 ate 7000 -1000
.0 4 .D •130.0 ie8.0 •130,11 +460 -130.o -650 -1300 + 9 4240 4650 4123
$7376 RPM. 17.511.20.0 7 40. -0100 .65.0 •130.0 763.0 .130.9 .650 4310 -56.0 .1300 7ea0 -121.2 .650 -102
$,.-.P- I4617•t1.e10 10,0 .130,0 •61.0 Minn +05.0 •1350 x660 -1300 1650 -1]0.0 4650 .1222 .650 -1102
6lvdbtt 111??-14.610 .63.0 •130,0 +650 -130.0n0 -134.0 -010 -110.0 .650 .131.0 1852 •1314 156.0 J01A
T.Ibtl 21603.31.911 .650 .1300 465.0 •130.0 +09.0 -130.0 .65,0 -27,0 4650 418.0 .65A 99.0 4559 530
Cletmn one 28.511.27.002 a05D •130.0 .GOA -1J0.0 rW.O -130.0 •Gom •130,0 485.0 130,0 r65A .1163 76310 -107.0 Q
Sten0a10Gtape 23617.-8.616 486.0 •130 +6
0 5tD - ,0 1 .0,0 .130.0 a66A •1.'4.0 '650 -13 -11
20 700.0 04 .650 59.2 HEADER
N Ep1W4fe 20517.9.61/ 163,0 4200 no .130.0 .63.0 A"m 4450 -1100 .650 -130.0 463.0 .10.6 7650 O A
mabri urox 17SIT.5lt0 48,0 .130.0 455,0 -ta0.0 163,9 .130.0 +16,0 -1320 .WO -130.0 400 .155 186.0 -918
Cmtam 612. 14 617-17.510 +65.0 440 485.0 -130,0 405,0 -730.0 165.0 •13].0 .0.0 .1300 .65,9 nn.3 1050 49.7
stoned 11.377.4Ai8 405,0 -1300 415.0 -130.0 .450 .130.0 .010 •130.0 r010 130.0 .650 •1118 465.0 .101.1
Ttlt•ti 31643.35911 .65.0 •1300 465.0 •130.0 -63.0 .127,7 1650 •125.1 .650 -Ilmo +450 Z.,0!
.03,0
Blfr 001bpf M01T.31.602 466,0 .030.0 •65.0 -lau 165.0 •1300 4650 •130.0 1850 •1300 1050 -103.3 1660 52.1
Eq.ta. 20.617-26,616 466.0 -tWu +0,0 -Imo0 .0.0 -130,0 4460 -1300 +650 130.0 +159 .100.It 1 05o -89,6 a O MEETING RAIL
t0 01-g.,d fSO.be IIXIT.MIN +660 •130.0 -650 .1300 -65.0 •130.0 419,0 J-11MD...0 .65.0.65.0 •Iouo 1050 .Idle .850 4,7 ,z�CWSunm24 14517-51.510 +6670 .139.0 r09 •119.0 +6370 •110.9 1850 +06.0 dM.O +@6 .850 , Z
C0-tom Stn 1750.74.510 +65.0 •130.0 455.0 •130,0 t ,0 -130.0 .65.0 1650 -130,0 +e50 •1109 •DSD :W6 _C t][�-v 27B100NI 11.377.12.610 .e5o .136.0 11510 -130.0 .60.0 -130.0 -6510 400 .IMO .8S0 •114.5 1650 -102.0.34650 .1300 +650 •130.0 .0,0 -1180 1680 +610 -114.12661733.207 -66,0 .130.0 465D .130.0 +65.0 .134.0 4650 .650 -INA .570 99.0 .610' 56.0q.M1D 73.517.5.510 160,0 •730.0 -WA .130.11 -WA •130A 183.0 +Sam 4ZO.0 '6605 .101.9 -85,0 41.1-130.0 196.0- •130,0 ?63,0 •130.0 .850 105.0 •1300 46541.2
•00.0 -130.0 4660 •130.0 467.0 •130.0 .650 4850 7!]050 .850 •1032 4550 521
c 61n 14.611.1. 400 •131.0 .10,0 .63,9 -13010 155.0 -no -IM,D 'e7.D •1111 4610 .939 XTa SASH
9ma46� 12517.WIG 115.0 .130.0 .650 -1350 4630 nao.q .66,0 4950 .129 4660 .DQe 4050 •9TA EDloq HEIGHT
secdNt t1.an•+z.5t5 604.0 -130.0 4/50 -130.0 -050 -tzt! -63.0 -121.9 1450 .121.7 405.0 -0133 1610 •1-4 fel,
711441 31.017.7184 +650 4301) .65.0 415.0 «67.0 -99.T 455.0 415,0 .0S0 •939 48.10 .97.7 4b5.0� -01.5
sl.wva C414p1 JI.117.30.016 765.0 714.0 466.0 -133.0 .60.0 -123.6 -15.0 •121.2 480.0 •121,0 4850 49.6 4610 •70.3
EpOtt.06 76.diT•31018 4059 .130,0 485.9 -130 465,a •ImDA -61.0 -13D.0 .619 •fa9,9 +Bae A."..
-OSA .10,0 JAMB a
Dleq.m RJ.6I-SAID 486.0 •130.0 .950 -10.0 4WD .tag 4850 ,/ 1650 -1208 46.0 . .0 1Z.�
62 COfhm Sin 20.617.23!16 1850 -139.0 .060 -My .eSA -t W.9 .e5.0 •101-4 7eeu -103,1 '810 .no 420
Cw_slxt A,5t7•x0A a 485.0 •130.0 4650 -171,11 463,0 .8,p -82,1 48.D 23.1 +00,0 .450 27,6
G.W Sue 1..517•ITAIS •eao .126.4 •05.0 •102.2 -W,o .63,1 -150 124 -0.0 age +s5o 763..1 -70.2 SILL
c5e+wnslm 13.61T.N.616 +6170 •1205 .55.0 9e.0 .650 •Lb roau ala 'no 15.5 •Ba0 430 .no .73.4 �---
61o0en u.eo4.Mule I .117.1 465.0 .w.0 .650 a9.. 4040 -Fa 4 46aD •720 7650 •70.0 .650 -Tuo
71081 39.61 IS4 '65.0 .130.9 1000 •111.4 4059 49.7 '-' .039 480.0 -93,1 '61.0 WA -650 -741 .LL1I1144JJIIII
C."61. 38.517•x9MIB +61.0 .IMO .850 .174,2 -49-c -1094 467,0 •105.0 1850 .10, -050 449 145.0 •74,3
ENIM. 35A17.3d410 .050 .130.0 .05D •120,0 10.0 -113.1 466A .100,9 195.0 400.0 .650 04.0 465.1' -734
76 CmHn9D1 32617.35!10 .0.9 -139.0 1650 •174.5 1554 -t0.ff 4650 -98.9 4850 7101 '45.0 -0172 +OOA .73,4
811.64 P� 89.011-32.618 •e50 •119.0 +63.0 .In$ .05.0 -921 -850 -077 40.0 -00.3 ,650 •ai2
r
.65.0 -14.3
ll.ckfn 8hl 26.617-29.519 4600 .121.( 'DSD •99.3 '63,0 .829 +8570 -79.1 .60.9 -1/,$ .10.0 •74.9 •65.0 44.9
ero4Dn ze.e19-'18.410 +@6.0 .116.1 7160 9G.e +650 .61.1 1&5.0 •7771 ..65,0 44.2 165.0 .7t.9 465.0 -71,9 SECTION DETAIL FOR WINDOWS WiTH
EDm141. 3eAt1.41e44 .eao 714.0 .65.0 •163.1 .Eau 41.1 7619 -71.1 +6670 -88.3 .66.0 210 76+70 -70.6 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4
e4 C®tcm 6he 33.617-36616 -7650 -1721 ;"a -99.3 1610 239 4659 -78.7 -7656 -70.9 4454 •74.8 I. •me -
mnmmPl9d6w 33.610.35610 765,0 .nat -nao .4u .6.0 .m.e +85.0 -770 7070 -7xs .05.1 •7070 763.0 -7010 (REINFORCEMENTS SHOWN IN FIGURES
9177. TOWft ^ .41.64 4550 .117.1 +140 .84.9 4x19 -r9.e «1470 as.4 a6au 172.5 .eau 110.0 :p5u -mA ABOVE APPLY TO ALL FRAME TYPES 8
SEE TABLE 7,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS)
"MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136
PRODUCT REVISEST
2E ADmlttyr3eg wi:F6 tht 1•'1�L1;R
/1111111 94th gC9de
`\ 0 •......• T / 'y4.1k.
0Tb
7l, R41Nat9n: '.1k.Date
�;��y��•' LtCENsfi M/��t�`�� NO CHANGES THIS SHEET. Rx
'••� Miami d9 Nod=t Grntro
NOTES: y*; No.55705
1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -'0 I - aD tklcrtp0otr. Drawn
OR INTEGRAL FIN. 97� ` 1070 TECHNOLOGY DRNE DESIGN PRESSURE TABLE J ROSOWSKi
'[Q
%O.n•'•. E O !(j N.VENICE.FL 34275
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. Cr •'•:6,'IORIDPr" 941HW1680 DR°3 0016:
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ttjAl�aG1` ( 1:4ywr9o13re2ot7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
HEIGHT DIMENSION SHOWN ON THE TABLE. 1 VIII I 1 I I II I0 14 CEO,"117. Ser7ee/91odel: 5mfe: Sheet: 9tro;1ilinp No, Real
A.LYNN MILLER,P.E. SH-5400 NTS 7 OF 12 iU DO-SH5400-01 $
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715'
.625" J-CHANNEL FRAME 625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.185-
(DHEAD/JAMB T HEAD/JAMB 1 03 HEAD/JAMB HEAD/JAMB LIGHT SASH
F U-3 REINFORCEMENT
3.483' ---q [- 3.403" 3,4(-83- 070" --1 m&-
--T _11_ O_j3.483" Ir --1
�'' --(IU'I�I I��- . D
062* .062* T-- .Jj
-Arm
.0 .791" 06' 1.041'
2.44' 2.444 2.444" -T-1 1.331-
2A44 1.340-
20. STANDARD HD MEETING RAIL
MEETING RAIL REINFORCEMENT
REINFORCEMENT
a Lr---� OCA G=' �,
X25" .626* LA LL
0 n 1.375 EQUAL LEG
-CHANNEL F NGE FIN FRAME
1.375, (D- FRAMES[LL - FRAME SILL 0 SILL 0 FRAME SILL
F i
i
1.641'
1.215"
1.630' 2.100. 1.472"2-176' -1
+� 411
5 �347'
.065" .065" '375"
a .974"
.69G* 1.
35
.035' -"Na .050. .4 .590"
7 F�L� f d
1.231* 1.00v 060, .070' V. .050"
Fl 07
XED CE SASHSTOP/ LIFT RAIL LIFT RAIL BEVELED
COVER INTERLOCK COVER INTERLOCK(D4 SASH RAIL E7)SALAN1.9 20 BEVELED
MEETING RAIL (D- SCREW COVER INTERLOCK (0 INTERLOCK COVER
PRODUCT REVISED
as wtjqjh,8 wioj tin Florid.
Ruilding Code
316" x 4YlyN I El
ra .300"
864, .301* NO CHANGES THIS SHEET.
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D-1pupmKn By;
-
73 IG BEAD 8q EXTRUDED 91 ROLLED 92 17..:iroZ 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS
SCREEN FRAME SCREEN FRAME SiN.VENICE.FL 34275 J ROSOWSKI
(941)40-1600 rat..
SO!gGM02017 SINGLE HUNG WINDOW INSTALLATION-NI 105/15/15
POTINDUSTrUED,I
Cn so ad.l. Scot.: sh-ft
A.LYNN MINER,P.E. ALL#101178 REGERU
-aE-RT.OF RUTH.#29296 10 OF 12 M SH5400-01 B
P.E.9 587()s SH-5400 NTS
TABLE 8, Bill of material TABLE 8,CONT.: Bill Of Material.cont. SILICONE STRUCTURAL HOT-MELT BUTYL
Part# Description tingle Rung Frame eaMaterial # Part# Description Material STRUCTURAL SILICONE
1 62414 Head affib-&-J- —s-- hennel PVC 46720W
F --— Auto Look Mechanism POLYISOBUTYLENE- 1/4'NOM. FOAM--\ 3718"NOM.
Jb --- -
- -
2 620102 Single Hung Frame Head 8 JambT- 7
—Flange PVc 6 Sweep Lock Ze-it Znc DESICCANT WITH DESICCANT WITH
W-
3 620103 Single Hung Frame Head&Jambs-Fin PVC 725195& Auto Lock Cover Assembly Cost Znc EXT.
4 620104 Single Hung Frame Head&Jambs-—EqualLeg/Box PVC -48 -7GX1180IP7X W6x 1-118"Ph.PH SDS(Auto and Sweep Lock Screw) Ss GLA EXT.GLASS
5 520105 SHIDIJ Frame Sill-J-Channel PVC 79- 720200 Auto and p Lock Keeper Cast Zinc
620106 SWOH Frame Sill-Flange PVC 50 S a S raw)
6 —f6)04PPA #6 x 3/4"Z.PH (Keeper Sc SS
7 620107 SH/DH Frame Sill-Fin PVC 51 420181 LIR Beveled Tilt Latch Comer Key PVC VINT.GLASS GLASS
8 620108 SWDH Frame Sill-Equal LegfBox PVC 52 420182 UR Pill Rail Mit—Latch Comer Key PVC
14 620131 Fixed Meeting Rail PVC 53 -7634PHFL #6X 314'Ph.FH SDS(Comer Key Screw) SS KODISPACE
7)SUPER
16 620129 Sash Rail(Sides,Top&Bottom) —PVC 74 420183 Tilt Latch Pvc— 4SG TPS — SPACERS NXT"'
17 620134 Balance Cover
PVC 55 420184 Tilt Latch Retainer PVC
-96 720207 V 71ft Latch Spring Ss
18 620133 Sash Stop/Screw Cover ---ISVC
19 620156 Pull Rail Interlock 6006 T5 Al 1 57 420186 Plastic Tift Latch Finger—PuH PVC
20 620144 Pull Rail Interlock cover ALUMINUM
— PVC 58 fzu1W2 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT poLyISO.
420160 Pivot Bar Comer Key PVC BUTYLEINE
21 020157 Beveled Interlock -6605 T6 At -69---T— Ss W161 NOM SEAL DESICCANT FILL AREA
22 020145 Beveled Interlock Cover PVC IYO 20208 Pivot�Bar, --5NOM.
RE
23 620150 Light Sash Reinforcement 6063 T6 A[ 63 720191 Sash Pull Handle Cost Zine BUTYL& 5f16 SILICONE SEAL
26 620153 Standard Meeting Rail Reinforcement 6005 TS X 64 720194 Sash Pull Handle With Latch Assembly --E.st—Z,, DESICCANT ROLL-FORMED
27 620154 HD Meeting Rail Reirilbroement 6005 T5 At 66 7834FPT #8 x 3/4"Ph.PH SDS(Pull Handle Screw FOAM STAINLESS STEEL
SS
FOAM
30 61644 Weatherstrip,.187"x.270'Fin Pile EXT.GLASS
(38 420188 Bottom Latch Strike Plate Cost Znc JUINT.GLASS
-67 7858B #8 x 618"Ph.PH SMS Strike Plate Screw)
31 60300 Weatherstrip,.190"x 3W Foam Bulb Flex PVC — Ss EXT.GLASS
32 61719 Weatherstrip,.187"x.22D"PolyPile 73 7201313 I.G.Bead PVC
33 61825 Weatherstrip,Plug,.220"Finseal R
74 Backbeckling,GE 7700 or Dow 791 Silicone INT.GLASS
35 78X1MTTT 08 x 1"Ph.PH SDS(Interfook Mounting Screw) — W 71646N Setting Block(715"x 1"x,VB"),86+/-6 duro. EPDM r'
36 78)GTHPX 48 x 3*Ph.PH SMS(Meeting Rail Screw) 410 SS TO 61012 Extruded Screen Frame Alum DURASEALXL EDGE"
37 7166gSP-Meeting Rail Screw Support Plate 6063 T6 At 61---6101—I Roll-Formed Screen Frame Alum (Di (q'
-'2 screen Comer Key for Extruded FSPACER Frame PVC SPACER
-§P— ns
g7CKGLB2i
38 720210 Weep Hole Cover PVC
40 720)00= Constant Force Balance 83 47042 ScreGo n�Kayen
#8 x 3/4"Ph.FH SMS(Con,Force Balance Screw) --- 47D41 Sc III Pull Ring PVC
Key
with
41 Ss 64 out Pull Ring PVC
42 Spiral Balance -TS --fCASPM Tension Spring SS
43 720205 Spiral Balance Shoe Nylon 86 61816048 Screen Cloth Fiberglass
41OSS 87, —
44 78XI14FPAX,#8 x 1-i/,f Ph.PH SMS(Spiral Balance—Screw) -6636/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl
Partill Description Material
PRODUCT REVISED
76 Kommerfing 4SG TPS Spacer System "J'�MjAyjfsr widitheflufflA
77 Quanex Super Spacer nXT with Hot Melt Butyl See this17 Dlo39.D¢
78 Quanex Durareal Spacer Materials Sheet for -�j
79 Cardinal)L Edge Spacer NO CHANGES THIS SHEET.
REFERE GE TEST REPORTS:FTL-8717,8968&8970 z •
No.58705 -.1P S
z 10-roTECHN LOGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKI
A?T'TE 4t-Z N.VENICE.FL 34275
NOTES: lr AORIDI" Z' (941}480-1800 mm:
ENGSINGLE HUNG WINDOW INSTALLATION
it PVC BY ENERGI WINDOW AND DAAMA EXTRUDER PROFILES,LTD.,TO BE LABELED FOR CODE, 01VAL SedeVVadth Sctsfe" She&-
2)ITEMS#9-13,15,24,25,28,29,34,39.61,62,&08-72 ARE NOT USED AND ARE NOT PART OF TH18 APPROVAL.
A.LYNN MIMI P.E. ALLMOMFESERVED Drawing Na.
P.r.0 S8705 CERT.OFAUTH.#29295 SH-5400 NTS 1 11 OF 12 1 MD-SH5400-01 B
OPT.SWEEP LOCK
OPT.AUTOdL�O�CK
OR 58
lv1�OR 52)-N
R i
V \ \\\ 55 i f I 45 \\\
\\ \\ \\ O•!\�'` OPT.PULL RAIL • i 22 82�0R 84
19 INTERLOCK& �• I
COVER �56 \ c Imo\ O 87
\ ,
I \ \ \ ! OPT.
\ l \\ BEVELED
INTERLOCK
MITERED FRAME WITH ! /���21
v �`\�\\, ''•�••' ✓
FRAME WELDS EXTERIOR (16)--�, \� ••;o�\ 8 COVER
73 X4 I �
"•�. 16)
-053
.• �'1op \\v \\ BOR 81
'J,
44 I
14NO8 N,'
a SCREE\\
\\ pS11;,.:•- 49 60 > OPT.PULL HANDLE ASSEMBLY
64 \ WITH LATCH DETAILS
\\ 41 40 CONSTANT FORCE I - ,-` 85 16 82 OR 83
" \\ 1 . BALANCE a •\ /
\ \ - OR S OPT.PULL
40 OR 43 \\ / 42 43 SPIRAL BALANCE HANDLE 63�
16 d
MITERED FRAME WITH
_ r $A$I..I —INTERIOR AND EXTERIOR
37 ASSEMBLY f FRAME WELDS
(�_ . �_�� DETAILS
\�. A +;• ...�•��/ EXTERIOR, "••� .,'••. / (53J
1
HES
-- •__-._.__-_....._____-TO 6gL9
UJ \� aK F
••, ,'UDIfCT REVISED
NCE � .g complying with ksida
--
' nepam3coae
-•.• III 1 -------- -•--------.._.._•---• _ - --"'
FRAME .`` NY LYN Revlefon: Cxpimtion Lme
ASSEMBLY ��\`ta0'�ICENSNM�C �'., NO CHANGES THIS SHEET, Mie
DETAILS
F
*! No.58705
Deactlptlon: Drown By,
�-fl •'� �Z 1070 TECHNOLOGY DRNE EXPLODED ASSEMBLY J ROSOWSKI
EXTERIORSATE FI ''�: N.VENICE,FL 34275
NOTES: L? ''n F �' 041-080.1600 Vile: Data:
%F •..toRI., ) SINGLE HUNG WINDOW INSTALLATION—NI 05/15/15
1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. aG��� cwrwcartomt7
2)J.CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. 7i7j��NAL 1 `t`\ POTIMLL to RESER"N0. SadealModel: Scale: Sheol: Drcwfng No. Rer.
3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. A.LYN4I�LLER.P.E,
4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.EJ!58705 CERT.OF AUTH.#29298 5 H-5400 NTS 12 OF 12 M D-SH5400-01 B i