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FL## FL239-R24 PERMITTING
Application Type Revision St.Lucie County, FL
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 zl
Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology;rive LE f
North Venice, FL, 4275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature )ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens 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.org/pr/pr_app dtl.aspx?param=w,GEVXQwtDquSlBu8CAEmBE70C3NX3PGaDA1SWyATjg%3d 1!3
9/30/2010 Florida Building Code Online
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.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 15-0612.11 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.Ddf
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 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.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:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of 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.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:
flack Next
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 dick here.
Product Approval Accepts:
Credit CC rd
-Safe=:'`
haps://floridabuildirlg.org/pr/pr_app d.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC3MC3PGaDA1SWyATjgg/gad 3/3
M IAM I•DADE MIAMI-DADE COUNTY
p 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.gov/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 i
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 115400"PVC Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI",
sheets I through 12 of 12,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 4
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section. t
MISSILE IMPACT 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 NOA#15-0519.06 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
C9 NOA No. 16-0714.04
IAMI DADE COUNTY Expiration Date: July 30,2020
Q� /1 Approval Date: August 18,2016
✓ G Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0519.06)
2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1
through 12 of 12, dated 05115115, with revision A dated 05105116, 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 Spacere 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 M-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. 15-0519.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5«'
Edition (2014), dated 05115115,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOANo. 15-0519.06)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
I It/jwrk
.Manuel Per zY.E.
Product Control
iner
NOANo.=14.04
Expiration Date: July 30,ZOZO
Approval Date: August 18,2016
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(co=iuED)
1. 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.
2. 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.
3. 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-5`Edition
(2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.06)
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. 15-0519.06)
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 previous NOA No. -15-05.19.06)
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. 15-0519.06, issued to PGT Industries for their Series
"5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on
07/30/20.
Manuel Pereez, E.
1 Product Control Eto er
NOA No.16- 4.04
Expiration Date: July 30,2020
Approval Date: August 18,2016
E-2
ANCHORAGE 21-5/B" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING
EXAMPLE FOR 28-1/0'MAX.O.C. 52-1/8"MAX.BUCK WIDTH MAX.O.C. HEADER H-TOP VARIES PER REINFORCEMENT NOT RATED FOR
EADIUS•TOP HEADER(SIM.FORALL
HEADER(SIM. 1F"BANE SEAM —� 30' � — 12'MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE
FOR ALL B,SEE _ MAX.O.C.
WINDOW TYPES) SHEET3 1 / 52-1/8"MAX.BUCK WIDTH
10'MAX.FROM SEE SHEETS 1-1/4"
A,SEE '_'Y.� 12•MAX, / FRAME SEAM D,SEE _.
8&9
B,SEE 30'MAX.O.C. .1 SHEETS FIXED VISIBLE
SHEET3 �l12'MAX i LIGHT WIDTH
�_ � SHEET4
B.SEE _.—.��-30"MAX.O.C. 12"MAX C.SEE
A.SEE 12"MAX. + SHEET3 1 _ _
SHEET 3y I FIXED _ - -- SHEE74�
/ EQUALLY VISIBI / LIGH� 17-7/B MAX.O.C. A, EE ---
CED
/ 12'MAX. I /
17 7/8'MAX O C SPACED SIIEET 3
EQUALLY I ANCHORS PER HEIGHT
SPACED I �_ TABLES 887 I / — —1— EQUALLY 17-7/8"MAX.O.C.
ANCHORS PER 1 / I I / MAX. SPACED / I / 84'
TABLES 6&7 O I I / 84' Q I MAX. ANCHORS PER O
— BUCK TABLES 8&7 / 62" BUCK
( MAX —I I HEIGHT
——� MAX, �— HEIGHT - BUCK AS SHOWN
10"MAX.O.C. BUCK 10"MAX.O.C. 10'MAX.IO.C.
X I 4 HEIGHT Elli
X . HEIGHT 'D (9�)/ 13.33/4'MMAX.O.C. '—
EQUALLY 1�MAX.O.C. EQUALLYSASH 1�MAX.O.C. EQUALLY ._.__ _._.—_._ ._—
SPACED �_ SPACEDVISIBLE —� SPACED SEE
ANCHORSPERLIGHT y ANCHORS PER SHEETSANCHORS PER TABLES6&7HEIGHT i TABLESB&7 / FTABLE5687 A / p�; 1p I
♦6-�'MAX. a-112'MAX %B-1/2'MAX. t
NO ANCHORS AT SILL B__ (ANCHORS AT SILL NEE SILL EEPL B 521/NDANCHUS WIDTH NEE SILL WEEP-
D�-- -J 11/4' NOTCH DETAILS,
EEP-
B —52-1/8'MAX.BUCK WIDTH SEE SILL WEEP-NOTCH DETAILS, SASH VISIBLE BEE SILL WEEP- BEE SILL WEEP- I SEE SILL WEEP-
SHEET,3 LIGHTWILITH SHEET3 SHEET3 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 ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN
75"HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES....
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C9D OPTIONS.............................2
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGBOX.................3
DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO 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
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS 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.................8,9
7)DESIGN PRESSURES: EXTRUSION PROFILES................10
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&PARTS LIST...........11,12
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300.
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT 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 Building
ing with FTorkla
10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER •AISI-S100-07/S2-2010 ptCode
SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMI M•DI:R1&MANUAL AcccPtenee too)�°'O 14,04-
SHADES
4 a4-
Expiiui DMo
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. L '�.(:_ P r .�/�y,"/�, Revised By: Bate: Revlefon:
��',r`jC 4r;,1 .• A)ADDED SPACERS
USER INSTRUCTIONS: JR 05/05/16 TTY
v,•,.•'��C;;iN;>,�'• TO SHEET II. Nip�i l ucYl:aa
Revised By: Date: Revfalon:
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •''`
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 - ® Description: Drown By:
PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - /+ I t.� f 6 r;I:_
OPENING OBTAINED IN STEP I. .:,';iy`•, C� if GENERAL NOTES&ELEVATION J ROSOWSKI
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS S'L'�i S:O=
FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. til C;:1`�;"•'„5;;� 1070 TECHNOLOGY DRIVE TBIe: Date:
'•;l�}�'• .:....• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15115
5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. „
v�!/I110(`li`.1,-`�L`; (941)-480-1600
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, I 1 I I I I L 1 Series/Model Sccle: Sheet: Orawlnq No. Rev:
INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN MILLER,P.E. CERT. OF AUTH. X29296 SH-5400 NTS 1 OF 12 MD-SH -01 A
P.E.B 68705
L.
l
TABLE 1:ALLOWABLE GLASS TYPES
Frame Glass Frame Frame
Glass Description(Listed from Exterior to Interior) Design Pressure Types Options ConBgs. Shapes Installation Options that may be used
,Type Table#I Sheet# (see Fig 8) (see Table 1) (see Fig A) (see Fig C)
1 3/4"LG.:1/8"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 into 2X Wood FramelBuckstdp-sheet 3,option 1
Equal-Ute, Square/Rett.,
2 314"i.G.:INT Exterior Cap+112"Air Space+118"T Extedor Cap 4,6 6,? Range Through the frame ....Into Concrete/CMU-sheet 3,option 2
1-4 OdeitPraNew Arch Top&
3 314"LO,:3/16"A Exterior Cap+318"Air Space+3/16"A EXteriof Cap 4,5 6,7 GLAZING NOTES: O &Cottage Radius-To of the window...... ,-•,through 1X Buckstdp tufo Concrete/CMU-sheet 3,option 3
4 314"I.G,:3/18"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 "T=EM E ED p ..-into Metal-sheet 3,option 4
Into 2X Wood Frametauckship-sheet 3,option 1
Bax 1 Equal-Ute, h-/ & Through the frame....Into Concrete/CMU-sheet 3,option 2
Equal-Lag 1-4 OdellPro taw Arkcch Toopp& of the window...... ,•„through 1XBuokatdp Into Concrete/CMU-sheet 3,option 3
(94) &Cottage Redius-Top p
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into Metal-sheet 3,optlon 4
Min.Edge Min. 'MIN.OF 3 THREADS
Group Anchor Substrate BEYOND THE METAL Through the ....Into 2X Wood Fame/Bucketrip-sheet 4,option 5
Distance Embedment SUBSTRATE.FOR JChanna] Equal-Ute, Square/Rect.,integral fin...... InlaMetal-sheet 4,option 7
P.7,Sout em Pina SG 00.55) 6” 1-3/B" STEEL STUDS, (#1) 1-4 OcletlProaiew Aron Top&
#10 SMSMIN.Fu-46 KSI& &Cottage Radius Top Through the tame ....into ZX Wood Frame/euckstrip-sheat 4,option 6
(sleet,18 8 S.S. Steel,A36• 318° 0.054" MIN.Fy=33 KSI. of the window...... .„•Into Metal-sheet 4,option 8
Steel Stud,A653 Gr.33• 3/8” 0.0451"(18 Ga.) Through the; Into 2X Wood FramelBuckatri
or 410 S.S.) p-sheat 4,option 5
A Aluminum,Pine
(SGS' 318" 0.050" VALUES MAY CMU" Integral Fin Equal-Ute, Square/Rect.,h-Top& integral 8n...... ....Into Metal-sheet 4,option 7
P.T.Southam Plne(SG=0.55) 7/18" 1 yg" VALUES MAYBE 03) 1.4 Od Cottage Aroh•Top&
USED FOR GROUTED &Cottage Radius-Top 'Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 8
3116"steel Ultracon Concrete(min.2.85 ksi) f" 1-3/8" CMU APPLICATIONS. of the window.,.... ,-„into Metal-sheet 4,option 8
Ungrouted CMU,(ASTM C-90) 2-112” 1-1/4"
P.T.Southern Pine(SG=0.55) 9/16" 1.3/8"
#12 SMS FIGURE A.FRAME CONFIGURATIONS FIGURE B:FRAME TYPES
B (steel,18.8 S.S. Steel,
A3 Gr.33• 3/0" 0.050"
Seel S — —
or 410 S.S.) -- 0•0451"(18 Ga.)
Aluminum,8063-T5' 3/8" 0.063"
1/4'steel Ultracon Concrete(thin.2.85 ksl) 1" 1-314" 2 U 4 U
C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
114"steel Creteftex Concrete(min.3.35 kst) 1` 1-314" �/ BOX OR Q
114"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1.3/4" %� 7/� FLANGE EQUAL•'
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1` 1-3/8" LEG
1/4"steel Creteflex Concrete(min.3.35 ksl) 2.1/2" 1-3/4" EQUAL-LITE ORIEL COTTAGE
t) 1/4"steel Creterie% Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGURE C:FRAME SHAPES
P.T.Southern Pine(SG=0.55) 1" 1-3/8" --JBUCK WiDTli —.{SUCK WIDTH-+——.jBUCK WIDTH)--
1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1.3/8" - -
P.T.Southern Pine SG=0.55 1" 318 T -
1!4"steel Rggre-Gator Grouted CMU,(ASTM C-90) 2" 2" 0 T 1 U 0_1
T J-CHANNEL INTEGRAL
tj j jjW FIN- Q
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP
Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY PRODUCT RBVISIRD
Group Anchor Substrate Distance Embedmenr BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING M cewplyks with ft Flaft
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM BuiIJ""Etude,
E 2-1/2"X.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" THE TABLES ON SHEETS 6.9. Acrepranco tde ren"O (4••G�.
2-1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7110" is, Revlaed By: data: Eapirntan Date /1D��
1%1,, `irlt!.,Ji/ Revision:
P.T.Southern Pine(SG=.55) 112" 13/B' (._ ,: ••••• By
#10 Trusshead SMS Aluminum,6063-T5" 3/8" 0.050" Revlaed W. Date: Revision.
4100S.S.) Munni nde Paducl Cah rat
(steal; 8 S.S. Steel Stud,Gr.33' 318" a.)0.0451"(18 G � 'i1'�'•
F Steel,A38• 318" 0.050"
P.T.SDUthern Pine(SG-.55) 9/16" 1,3/B° THREADS BEYOND G DascAptisn: Drown or.
#1z SMS THE META`- CC '` 1'., 16 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
Atuminum,6063-T5' 3/B° O.OB3" SUBSTRATE.FOR O l,;'
.(steel,18.8 S.S. STEEL STUDS, "=t" '• 1070 TECHNOLOGY DRIVE TWO:
Slee!Stud,
Or.33' 31B' 0.050" `:'i' Dote:
or 410 S.S.) MIN.Fu=45 KSI& {?n''•. i:"" t' ' ,-` N.VENICE,FL 34275
Steel,A36' 3/8" 0.050" MIN,Fy=33 KSL '�" :•;'�:;' SINGLE HUNG WINDOW INSTALLATION-NI 05/15/1d��^.J':'•:r�Ci�y'`-.tj., (841)•-480-1600 Serraa(Modak Scats Ses•
Drawing M.
�A1L pE.9",!L;'P'E' CERT, OF AUTH. #29296 ;SH-5400 NTS 2 OF 12 MD SH5400-01 Re
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 6 EMBEDMENT 2X WOOD FRAME OR DUCKSTRIP.SEE INTO 2X WOOD FRAME OR
ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE
FIN INTO 2X WOOD FRAME OR 1/4"MAX SHIM
BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 114*MAX SHIM
SHEET, TYP.ANCHOR TYPE, 16
j-CHANNEL EMBEDMENT AND EDGE is SASH VISIBLE ❑
FRAME DISTANCE PER SUBSTRATE. fol ED LIGHT WIDTH
SHOWN SEE TABLE 2,SHEET 2.
(SCREW SHOWN) `844 BALANCE 17
LTYPE VARIES --- EMBEDMENT
1/4"MAXSHIM T- 42 WITH SASH
TYP.ANCHOR TYPE, EDGE WEIGHT 30
EMBEDMENT AND EDGE DISTANCE
DISTANCE PER SUBSTRATE, C31
SEE TABLE 3,SHEET 2.
is (NAIL SHOWN) EXTERIOR 87 TYP.ANCHOR TYPE,
T-a INTEGRAL EMBEDMENT AND EDGE
19 FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE,
FIXED 20 OPT.SASH TOP J-CHANNEL FRAME SEE TABLE 3,SHEET 2.
VISIBLE _ --& LIFT RAIL FRAME SHOWN (NAIL SHOWN)
LIGHT iz
HEIGHT FOR ALL WINDOWS: NOTES: SHOWN
I ANCHOR @ 3.55-
BUCK WIDTH
49 1 48 21 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C
CENTER, SUBSTRATE-APPROPRIATE
22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3
OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT
0 ADO ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1W MAX DADE APPROVED MULLION,FOC COMPLIANT ALUMINUANSTEEL FRAMING OR STEEL STUD.
45 48 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2,
14 O
FROM END. BE USED ON ANY SIDE OF THE
BUCKFOR WINDOWS WITH WINDOW. r
HEIGHT so 16 BOTTOM LOCKS: #10 OR#12 STEEL 114 MAX
ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING $HIM
SCREWS @ 8-31W USED INTO WOOD AS PER TABLE 2,
86 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(GS),SEE
THAN 1-1/2'THICK ARE TO BE E] TABLES 2&3, �jo
SASH CONSIDERED I X INSTALLATIONS. SHEET2.
" R '
0 0 0"
SELF-DRILLING(.�i
TABLES
SHE.
EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLY TO
HEIGHT USE EITHER
LATCH(SHOWN) SUBSTRATE.WOOD BUCKS
80 16 OR BOTTOM DEPICTED AS 2X ARE I-10THICK
OPT. LOCK(SHEET 3). OR GREATER.IX AND 2X BUCKS
I'Ll (WHEN USED)SHALL 13E DESIGNED
FIN AND/OR
(2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS
INTERIOR LOCATION:6-5JR' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED
WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE 114-FIELD
TEGRAL FIN
NOTCHESAT 80 RESPONSIBILITY OF THE ENGINEER INX
EACH END, NO ANCHORS OR ARCHITECT OF RECORD, FRAME SHOWN
REQUIRED IN FRAME
7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVIS61)
OPENING)IS MEASURED FROM 15 us cmPlyins wild dre Flarma
INTEGRAL FIN
114,MAX ANCHORED ANCHORED THROUGH FRAME INTO Buildi Codo
SHIM READING TO BEADING. '*0 14,*,0,
FRAME SHOWN INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) AmllluacoNo'4-0 14'-'04-
Revised By. Date:
.1m Duo 020
..27"X 1.25"WEEPHOLE 1/",• Revision:
38 WICOVER @ 2.87' • .......... By
n"
F END. Mimi aMde Product C-oul
FROM EACH END, VISIBLE LIGHT FORMULAS By. Do(&-
TYP.ANCHOR TYPE, • EDGE DISTANCE
EMBEDMENT AND EDGE WIDTH
iqq.
DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-112° 0 Description:
SEE TABLE 3,SHEET 2. @ FIXED LITE:BUCK
(SCREW SHOWN) --i EMBEDMENT K WIDTH-4-318" 6 J-CHANNEL&INTEGRAL FIN FRAMES protan
HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE Title; Date.
INSTALLATION OPTION 5 VERTICAL SECTION D BUCK HEIGHT/2-3-15116'
N.MICE,FL 34275
ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 S.INGLE HUNG WINDOW INSTALLATION Ni 06/16/15
INTO 2X WOOD FRAME OR BUCK- I SaddlModk S-1w shoat 11tow—
'!L N
STRIP.SEE NOTE 2,THIS SHEET. A
REA 68705 CERT, OF AUTH. #29296 SH-5400 NTS 4 01 5400-01 1 A
NOM. � --�-{ 314'NOM. � —�{ 3/4°NOM. � � 314°NOM.
1/8"A GLASS 1/8"T GLASS I 3/16"A GLASS I 3/16"T GLASS
112"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE
1/8,16 GLASS 1/B"T GLASS 3/16"A GLASS 3/16"T GLASS
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
78.79 7fi-79 79.79 • e±�fl
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
1/2"NOM.GLASS
76-79 BITE TYP.
73 74
31 ppp
EXTERIOR II 75
38 Clll 3D PRODULT REVISED
os complying Willi the Flod"
Building Cods
Aacaptoace No«c•O .CA-
❑ Ezpiialion Data nn
Rebleed By: Data: Ravlalon: µ�
Ry
• .�+I':(i'il /,t.�,." Miomi in,FnrRucl•.
• e• •" ,.)• "=.i'�::�, •i�.l:• Revfead Dy: Dot.: Ravfefon:
TYP.GLAZING DETAIL
rami
inl-- DeacrlpDon: Drown By:
GLAZING DETAILS J ROSOWSKI
Data:
::.�.�.•.• :Y.:t;:cr,. •�'•/,,� 1070 TECHNOLOGY DRIVE MI..
N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
GLAZING NOTES: %l,!;I:l`'•�:•'•,+ ;'.' (941)-480-1600
..A,..ANNEALED `: '•.. :;','`
"T" TEMPERED
'�''��•••:;%:., � Sertee/AfodeL• Scale: Sheet: Drawing No. IRA
•A•.LYNN MI�"}ER:P.E.
'r FN.N MIA CERT. OF AUTH. #29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 A
i
¢
1
Ola# x pial. 31da>d
-4 0on.apual sous. .ah a.m Design Pressure(lbs#?)
R.W.4ev01 Range®WrOdOW ft." W7nd0w Buds Width Inj
R1 Mw 81.Wn 4.1 26 124 1 32 36 1 40 48 52.225
23,5 Equ.141a 11.301 +60.0 •100.0 .60.0 -100.0 460.1 1 -tm.0 *we .100.0 *me -100A #a.0 -Tse +60,0 42X
Star dC.IW90 14.617-15.870 +60.0 •100.0 +50.0 -100.0 +60.0 1 400.0 +50.0 •100.0 +000 -100.0 .60.0 47.0 +50.0 50.0
26 EW.18W 11.683.14.518 .60,0 400.0 460.8 .100.0 +60.0 .100.4 180.0 7a.0 +50.0 400.0 +600 •1000 160.0 .9710
Blana.m Pnn4.w II.J77-11.682 .50.0 4=0 .50.0 •100.0 +60.0 -100.0 .50. •100.0 +600 -tone -Me •100.0 *me Zile
Witty 23317.26.288 +50.0 •100.0 +50.0 -100.0 +60.0 -100.0 tale .100.0 +me -IaA 450A 4010 +60.0 •77.9
StaN,d Collage 20.050-23.610 *60.0 4M..0 .60.0 •100.0 +60.0 •1000 1500 40D.0 4MO -100.0 +50D -80.6 +640 48.1 0
37.576 EgwWl. 17.017.20.831 4540 -100.0 +60,0 •100.0 +50.0 •100.0 twA -less +00.0 400.0 +30.0 -0O, soft .766
Siartl VPmtcw 14,117-17218 +60.0 4WO +600 .100.0 wA -1040 +60.0 •100.* +60.0 -100.0 460.0 .84,2 +b6.0 •702
61.60.1 11.]77.1+.010 +a.0 4000 1600 -100.0 460.0 •1000 +60,0 -100.0 +00.0 4040 +00.0 93.0 460,0 43.8
Isles, 21.Sm.31911 *640 400.0 *60.0 •100.0 a60A -100,0 .50.0 57.0 1we 4910 +60.0 -10.0 4600 -71.0 � I�
c.w.81m 2a517-27.602 154.0 •100.0 .644 •too,a .60.0 4004 +50.0 400.0 *50-1 400.0 .60A ata +540 .13.9 HEADER
SWAM WWII* 23,17-26,16 #60.0 •100.0 Me -1911.0 *50.0 -100.0 +50.0 400.0 460.0 .tDD.0 460.0 •79.0 .00.0 •7018
44 Ege.4w 20.517-23,618 4aD -1000 .00.0 -two +We Awo 1We •190.0 +a. -100.0 + A -782 +no -70.3
Slsdud RedeW 17.61?-2 ofl3 +me 400.0 5600 -100.0 160.0 -100.0 460.0 •100.0 One 400.0 .600 -79.0 1we •704
C t..417e %Sit-179111 460,0 .100.0 46D.0 -100.0 '+60.0 -ta.0 +6110 4000 +me -Iwo +aft •79.0 460.0 -712
81.d+.t 11.377.11018 450.0 -100.0 +60.0 400A +50.0 -100.0 toes -100.0 +600 -94,1 *WA Tax +bop -71.8
T.Ibd 3130 35.911 #30.0 .155.0 +00.0 -100.0 +50.0 -we *000 •89.3 +60.0 $9.3 +6010 •74.0 +60.0 59.4
6t.C.uses 24.617-31.602 460.0 .7046 +55,0 -155.0 550.0 -000.0 +540 ./55.0 +080 4 180.0 -73.8 +5010 462
Egw1-Ino 20.617.28.818 460.0 •fm.a -60.0 -talo 460.0 -J55,o 4%. .J55.o .60.0 -eat #50.0 alp .50.5 93.9 Q Q MEETING RAIL
46 StWd.NPtsd4W 17.817-20.618 +69.9 -190.0 -atl -SaA +50.0 -100,s +00.0 •100.6 -6010 •47.1 *SOA -7410 466,0 27.9 23
petom Bl.e 14.611-17.518 +60.0 4000 *600 -1000 +557 -100,0 +6114 .100.0 450.0 •92.0 160,0 -16.3 #60.0 40,1 26 p
CuaW.aW /2317-14,18 +60.0 •100.0 460.0 400.0 460.0 •100.0 450A 58.7 #me 47.0 460.0 .73.8 +6010 50.9
�., 81.9.11 I 11.377.12516 +3010 1 400.0 1 +60,0 -100.0 *60.0 -940 *60.0 43, +640 -85,7 *SOA .722 +aft 47.3
Talla.1 33.2DB-37.638 +60.0 1 400.0 1 +50,0 1 56.4 *50.0 -84.3 100,0 522 460.0 •81.9 460.0 .71.0 :4500 28.8 0
SlaOdazdCoiW9. 2&617-93297 160.0 I-100.0 I 156.0 -taA +540 400.0 +20.0 -1009 +400 -83.0 450.0 -71.1 k5,7 43.3
• EWAW. =V-28.510 +60.0 1 .100.0 450A -100.0 .55.0 •100.0 .50.0 400.0 +60.0 •941 *50.0 422 460.0 56.1 23 U
!&1026 Cin-ou""' 20.517.23.018 #2010 •155.0 ta7 •106.0 160.0 .100.0 .0 •00.0 4a -94.0 450.0 42.9 +500 45.1
6tanda10 P14t. 17.5t1.205te *50.0 •100.. +00.0 -100.0 +We 400,* *see •100.0 *540 58.0 +60.0 .737 ta5 45.8
,x Cuu..SWe 11617-17.618 *640 -Jose *60,0 -100.0 470.0 -100.0 *50e 99.0 +60.0 .8906 .60.0 •10.1 *50,0 421 EROR E TOR SASH
an1.m 61za n.5sr-i4.9ta +50.1 4aA +60.0 455.8 #60.4 oar 160.0 42.5 :6410 015.7 +aft -T2s +a4 47.3 HEIGHT
SMdal 11.317.12.516 160.0 •100.0 *600 -see #50,0 4AT #00.0 47.0 4600 41.9 +60.0 49.5 100.0 44A
T.12,31 38617-41.644 1640 400A +50,0 428 +%0 .71.2 +60.0 60.6 *60.0 41.1 +50.0 -05.1 700 -0e-2
sWid.mc.IWo. 31417.34616 +6ao •155.0 460.0 •99.2 #me a43 +60,0 44s .545 -86.4 .61.0 442 +60,0 -646 JAMB
EQu61L4. 28,17-31.615 4640 400.0 -50A -100.0 *Me 4007 460A 987 1we 7 480.0 433 460,0 45&3
S1a t"PwUtt 23.617-24.618 #55.0 •100.0 460A 487 160.9 -6.8 4504 440 +600 -81.9 +540 4801 -zoo -07, 23
62 C.1..815a 20,x17-23.014 +55.0 •100.0 160.0 4113 .60.0 -77.0 *040 442 450.0 -73e +55.0 Ws *eso 488
Cmi..st.e 17.417-20.5t6 1see -97.3 .aft .792 ne 4117 take 45.8 eme 44.2 .6010 402 .50.0 45.8
Cintas BILL D
816. 14,017.Mole *55,0 .89.9 +50.0 Me Me .801 40.9 460.0 -57.0 460.0 45.9 460.0 52.8
c-un,86. 13.017.14.610 4m0 4011 1 .604 •7010 -500 -58.0 -60.0 .68.0 -a0 332 +55.0 42A -50.0 413
.w. 11,804.13.016 +55.0 -83.7 4We 272 tme -0710 460A -03.8 430.0 31.8 +aft -me +50.0 30a
T.W41 39417.41.641 *55.0 -100o *wo 422 *no -71.2 -5010 40.6 +60.0 57.1 #60.0 40.6 460,0 437
Cu4W.9W 38817-39.... *ne -taA taA 447 eW,* ""' *no
•"'s 460-1 •74.1 450.0 40.7 460.0 53.1
Eq..M. 35,17.34518 *50.0 •100.0 460A 420 #60.0 448 We .746 #me .779 -Soft asp +6010 42.4
Tb Guth.6W 32517.3g31s two .100.0 .600 465• #50.0 •110 -see 41A +We -702 .60.0 502 +50.0 42.6 0
Stadap PlOdeW 19117.53318 01500 -9610 tap .772 17.06 443 430.0 41.1 730.0 4114 +50.0 49.2 430.0 330
cwmaue 2a.On•28A 160-1 57.2 .557 11.0 4551. 4eo .!L0 46.9 460. -5. .50.0 43.5 too. 12 SECTION DETAIL FOR WINDOWS WITH
shm..1 25,76-28818 450.0 45.0 1504 -69A #580 48.1 +60.0 53.0 +640 4310 4600 41A W. 30.6
E: Igft 36.017-41,&4 +Solo 4R.e +504 •77.5 #55.0 443 -aD 43.3 4_e 41s 4ae a8A .5e 407 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4
a4 cvSWm sal 36,17-34ate .Solo els +60ft .Ifo .m.o aao taA eels .60.4 -542 .55.4 SO2 +50.0 40.1 (REINFORCEMENTS SHOWN IN FIGURES
slam..P.A. 33.816.3x.616 +aao -55.7 .Solo 41.1 ma 0126 4mA 4x5 *50.4 st.s +Soo 40.0 .b4.o -554 ABOVE APPLY TO ALL FRAME TYPES&
v1.7B r.w.I " .as+4 +55.0 -55.7 .60.0 41.5 .m.o 47.0 .55.0 43.8 .606 ate #60.0 40.0 .bolo 01.10 CONFIGURATIONS)
SEE TABLE 6,SHEET B FOR ANCHOR GROUP AND QUANTITY,
"MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136
PRODUCT REVISED
Its coa-10*8 With the Florid.
Building Code
A6eepJnnm No 7 «
PaSPiratkut Date
ti,•„t 1 !;1�...,. ' Revised 8y: Dale: Ravlefan: -7
C. '
Miten. L.Pn'do_,_n1Tnl
RgvlBod By: Data: Ravl9ton:
NOTES:
1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME - 1' DesedPRRn: Drown 8Y:
OR INTEGRAL FIN, - 6}IK.(6 �; DESIGN PRESSURE TABLE J ROSOWSKI
2}FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '',,'f, •.'•., 1070 TECHNOLOGY DRIVE Rea: Date:
`':;; H.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR i,, ...lf-' 1 f'1•.:;�`` (941)-480-1600
HEIGHT DIMENSION SHOWN ONTHETABLE, 1'111'ff'ijtx Sadeeffllodoi Septet Sheaf- Drowtng No. Rar.
n LYpE.ft68705 P'E CERT. OF AM. #29296 SH-5400 NTS 1 6 OF 12 MD-SH5400-01 A
TABLE 5:
2-4
4P4a Ballomaaoh Suh Design Pressure(ISehl?)
DeacdpOmf gNea N.k"
R.iaA...I Rarpa(mSVOdw+ A.D. WInd.WB.fa Widthin
R2 WON 615511 (0) Is 24 32 35 401 48 SLI25
[37,316
5 EgIw4 114" +65.0 -530.0 166.0 -130.0 .66,0 430.0 .04 .130.0 4650 -130.0 +65.4 -129.0 •Wo 7120,
St,N rd Coltape t4.017-16,070 *66.0 430.0 +65,0 -130.0 .60.0 -1300 +66.0 •130.0 +65.0 -1300 +650 -127.0 +Wo 416D
Eq.". 51.583.14,016 +66.0 .120.0 465.0 -1300 4Wo -530.0 .650 -130.0 40.0 -130.0 165.0 -1300 +850 -130.0
SWa WRO 8W lUrl-1t.602 +66.0 4"10 +65.0 •130.0 +85.0 -00.0 +659 .13D.0 +550 -t30A +05.0 430.0 .86.0 -723.0
Ia.wl 21.517.25208 456.0 -130.0 .65.0 •130.0 .65.0 -130.0 .05.0 •130.0 +650 .13010 IND -1220 +00.0 413.0
BfaNaeO C.ibpO 20.$68-21558 +85.0 -534.0 +66.0 .9 .85.0 430.P +860 .1350 •86.0 .1300 165.0 4218 .650 4123 0
Egaal4b 17.417.20,057 .65.0 430.0 .65.0 .00A .0.0 -1]0.0 .63.0 -1]0.0 -0.O 430.0 165.0 -121.2 .05,0 Ana
$taaeamFeabw WAN-tT.656 .Wo -I30.0 465.0 -134.0 .60.0 -130.0 .86.0 .130.0 .88.0 •130.0 163.0 •1222 9950 -i 102
Sl bs! flan-11,911 466.0 -130.0 465.0 •130.0 +6.0 -130,0 185.0 .130.0 ..a0 -1]0.9 .65.0 .1160 465.0 •107,0
Te0a1 21.60]•31.911 .66.0 -130.0 +65.0 •130.0 .80.0 -13010 .00.0 .121.0 48 0 •110.0 .650 19.0 .65.0 40.0
Cu.-Inc, 26,417.27,582 486.0 -131.0 +65.0 130. -We
-530.0 .65.0
.130.0 +850 430.9 400 -110.3 .03,0 •103.4 a HEADER
SUnd td dlba 23.017.26.516 *650 .130.0 .65.0 -130.0 +Ma 4300 .05.0 .130.0 4810 .130.0 .65.0 -110.4 +650 .99.2
44 EgeatAb 20.017-23,01E 408.0 -7350 +65.9 -130.0 +010 -130.0 .050 .130.0 *WO 4300 +850 .10.0 465.0 48A
SW*0 Pr%+ 17.617-20.516 +05.0 -130.0 +05.0 •130.0 +66.0 430.0 +650 .130.0 +850 4300 465A -1088 .10.0 450
Cwmm 6laa 14.617.17.610 486.0 -130.0 -650 .130.0 +65.0 -130.0 .05.0 -130.0 #65.0 .130.0 465.0 411.3 +65A 49.7
S.".1 15377-14.618 .0.0 -530.0 +650 44.0 5me -130.0 .BSA .1300 .Oie -130.0 .65.0 413.8 165.0 40tJ
Talbot 31163.35911 485.0 .130.0 #65.0 430.0 +05.0 -127,2 +650 -1]6.1 IWO ALTO .PSA 49.0 +650 03.0
919NarO C.ita99 Za6R-3fA52 +85.4 -130.0 +66,0 -NOA 485.0 -530.0 4gap •1381 +65.P -130.0 +65. -103.3 t0A -821
_ -.Eq.14th 20617-29.016 +65.0 .1503 .65.0 •130.0 .61.0 -130,0 709.0 .130.0 .059 -130.0 +06.0 -100. 460.0 40.0 Q MEETING RAIL
40 SlanCamP4.AeW 17AfT-201016 O.W.7 •130.0 00.0 43D.0 *86.0 •130.0 +66.0 .130.0 +610 •130.0 406,0 -191.8 485.0 43.7 23
Cwlpn 8laa i48iT-17.515 566.0 •130.0 t0 430.0 +664 -1304 4650 •130.0 *We -130.4 .654 -105.8. .050 45.3 a
Cwlae Slag 12511.11.518 466.0 •1]0.0 .810 -130.0 *0.0 -130.0 -0.0 .1300 .mo •170.0 +060 •1109 .850 480 27
�Sy 8Mda0t 11.377-12Ai8 +85.0 -530.0 +55.0 .1300 965.0 -530.0 485.0 .1]0.0 +05,0 -1300 785.0 -114.6 485.0 .101.9
Talbel 11.111,11.118 466.0 -130.0 465.0 -130.0 .65.0 AIIA .65.0 •103 586.0 1 •114.7 466#049.0
-WA -03.0
StaedmOCOtiagS 24617-37207 165.0 -130.0 -60.0 -130.0 +63.0 4380 .650 -130.0 .60.0 -1300 +85.0 49.0 .B0.0 40A ]� �
Ejk'_"* 28617-28475 480.0 -1350 .66.0 -530.0 -W.0 -MA .650 •1]0.0 +830 -100 +650 •101.0 +05.0 01.1 23 -
49.025 Coelom Sim -10
20117•2],610 +85.0 -1]0.0 Sfi6.0 -130.0 +0.0 -130.0 +0.0 •130.0 1830 -f 300 700 20 05A A1.2
Slanda9t Fr&M 17417-20416 We -139.0 4654 -130.0 +65,0 4300 +85.0 -030.0 7650 430.0 -010 -103.2 -65A 42-1
sy Cwtam6le 147617-11.018 +05.0 -130.0 46.0 7139.0 465.0 -1200 105.0 •130.0 .65.0 -13do +09.0 •1054 4650 03.9 EXT oR SASH
cwf.m Ota. 12.617.14AIS IWO 430.0 +WA •130.0 .W.O -130A 105.0 •129.0 •65.0 -129.5 *05.0 -1088 466.0 AIA � ERI fit' HEIGHT
swot 11.317-12-516 4110 -1300 5850 -0300 -W.0 -5242 .010 65
•121.1 * ,0 -12f,7 1650 •1132 -MO -100.4 _J-L
T.D.1 0.517.41.541 •050 •130.0 .65.0 .115.6 .0.0 •987 .66.0 460 465.0 .93.9 465.0 427 70.0 414 vv
$taMWCotNO.
31.511- DID *65.0 -1380 465.0 4300 1 4664 4234 .680 .1252 -850 -1210 +65.0 49.9 0DO •783
Egaa100 26.617-]1.816 4850 -130.0 .eDO -130A two .130.0 480.0 -130.0 465.0 -119.9 .BSA 49.2 480.0 -758 JAMB
._w P+o4aW .1.2..016 +55.0 -130. t6 A -430.0 *W.0 -122 +65.0 -IN,4 +66.0 -f2P2 ♦5.0 791.0 .BSA AIA 1J
62 COatm Stye 20.117-234ie 4650 -1304 +65.0 423.7 .0.0 40TA +65.0 41, A *QO -tell -0D .85.0 420
CuT. Slz. 17,657-20.611 +65.0 430A 404 .11.9 50,0 -96.1 -55.0 42.1 .650 49.9 40.0 49.3 465.0 414
Cw99m Slav 14.6/1-17.816 4850 -125A 400 •1022 165.0 057 465.0 024 t65,O -79.8 *65.0 1 -182 +650 482 SILL O
Cwlmn Gla 13.017.14.610 .65.0 -120.0 -65A DOD .0.0 428 .65.0 .76.3 4650 -70.0 .69.0 777.0 +65A 43A
9lnttasl 71,&50-13.016 465.0 -117.1 -66.0 •044 +66.0 -788 405.0 46.4 -MA -724 10.0 .700 -65,0 .70A
Taueai 39.17.41A44 40.0 -130.0 485A •110.6 IWO 49.7 186.0 .959 +0. -934 168.D •804 465.0 -742
Cot-81x9 38417-39.611 +0,0 -130.0 400 •124.2 465.0 •10.4 +65.0 •106.0 406.0 403,7 *85.0 41.9 40.0 .743
EgW*u 35AIRAI8.6ie t0A •130 .65.0 -1256 *Ma -113.1 404 .109.2 +86.0 -1080 "So 04.0 -0,0 •73A
70 C.I.m 511. 32.017.35$79 +60.0 •1]OD 400 •1185 400 4011 485D 459 40.0 -983 405.0 412 .65.$ •73.9
$faa0ale FMAm 29.657-32516 485.0 4NA .654 -IOed .650 42.8 -WD 48.7 -640 6583 10.0 412 1,W. .74.3
cmWe Sf, 28,017-29.616 .BSA 422.1 56,0 493 .650 429 +68.0 •79.T 488.0 -lap +65.0 7749 4650 •74.9
Motet 26,316-2D4f8 +65.0- -119.1 .654 .flea 165.0 afflo
.0 57.1 .65.0 •742 .96.0 .71.9 .W.O .71.0 SECTION DETAIL FOR WINDOWS WITH
Egw)Ole 3eatr-4 044 .651 43x.9 +fi5A 4"56 .0.0 e 457 te61 45a .650 416 .633 4579 LEVEL R2 REiNFQRCEMENT 81,GLASS TYPES 2.4
Cw16m Slae 3.0617.38.544 416.0 -122.1 +65.0 .993 7WO .0 -79.7 5610 -794 465.0 -74.9 ,0 •71.1wawdem�nm: 33x16-35$10 4950 •117.1 .WA .94$ 1610 o .754 465.9 -12.5 7854 500 ."A aaA (REINFORCEMENTS SHOWN IN FIGURES
Tabal 741$5 4950 .177,1 Sas.4 44.0 165.tl .5 5511 495.0 5x15 7934 -7tl.o +65.0 •70.0 ABOVE APPLY TO ALL FRAME TYPES&
SEE TABLE 7,SHEET B FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS)
MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.130
PRODUCT REVISED
03 rn01111Y ng lvith t4c Flgrida
ti.,.�•`.�.,(Vii c;i''`•1i:1''111!;t1:yt j+-.'.7.C'�••;,',
Bilding
«+ ?fQ(ALple"'INo 4.t)4-
Revised gJ" Oct.. LIR ietion Date
BY
D
til Coin
• Mini Pr4Revised Ry: I.; Revision:
NOTES:
1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME !�" DnacdptPom Omen By,
OR INTEGRAL FIN. �j � ��6 ';;' =� DESIGN PRESSURE TABLE a! ROSQWSKI
;1fa
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 'ai..�,• �. °:, 1070 TECHNOLOGY DRIVE 7149: Osie:
N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-Ni 05/15/15
3)FOR SIZES NOT SHOWN.ROUND UP HEIGHT DIMENSION SHOWN ON THETABO�HE NEXT AVAILABLE WIDTH OR r,�r�jJ,'7+'tJi')I•,I p�}};i1 �,�� (041)-480-7600 S.dp./mad9h. Scats; sheat: prmvytq ph,
Rev.h LYP Eg 587Q,P.E. CERT. OF AUTH. #29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A
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ULL
3.500" 3.500' 3.500" 3.500'
��- .062° -��- .062' - - .062" - - .082"
1.483' a 1.483' a 1.483° a D 1183' .070' -��- •060'
.4
(��❑ ��❑ ��o U❑ ���(�❑ i .715°
.625°
EQUAL LEG FRAME
-� 1.185
0 J-CHANNEL FRAME .625" FLANGE FRAME FIN FRAME
LIGHT SASH
1.375" O HEADMAMB I O HEAD/JAMB 1.375° O HEAD/JAMB O HEAD/JAMB 23 REINFORCEMENT
3.483" �{ 070" ��{�- 1.182' r+-
3.483' -�{
3.483' •-I 3.483" ►{ -T .070'
.062" -►• - .062" �f•+- .062' .062' 1.036'
-��H- .791' 1.041'
�pII 1 L .130"
0 Cl 2.444" 1.340' �-.--
O 2.444' 2.444° O 2.444" STANDARD HD MEETING
�D 26
MEETING RAIL 27 REINFORCEMENT
O^n a O�❑ I ���- ^a Q�❑ REINFORCEMENT
o LJ� 0 1j L� o
.625" O J-CHANNEL •625' O FLANGE 1,375°7(1)11,1E EQUALLEG
1.375" O FRAME SILL r O8 FRAME SILL O8 FRAME SILL
I
�--+- 1.872" 1.641'
T21215' 1.472" 1.565'
I 1.376° 1 2.100"
.178° I
1.630° �1-_II 11--11-
.065 .065' 1.375 �1.7�
o O 2F 974" .590" .07 .471' 590• •347'
355' a ,050' � .050° J
I .036° .070"
-�-I
1.231- 1 000 �- BALANCE
0601,SASH STOP L LIFT RAIL 070°BEVELED BEVELED
14 FIXED MEETING RAIL 18 SASH RAIL 1T COVER
18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER
PRODUCT REVISED
m complying with tho Florida
Dailding Code
Accepinn.No-14)-c 4-.O4.
•• ,; Revised By. Date: Revision: I:xpirnlion Dale ?Q2�
.318" ,�'•':,\,.l''i li'1 iiL1l�.�.`''. IYy
-►{ .664' .301' .300' �..JL ,.i�,.\,,,:•.•t:ilr'. ..ji '-� Mii�f}lode Pralucl
IlllM�jl Revised By: Data: Ravlslan:
.754° IrL'ly�.760'
} .035' --�{�-•�-� .025' --�{�-� fr ® Description: Drawn BY:
EXTRUDED ROLLED '•. CC• �(, ;;��- WINDOW EXTRUSIONS J ROSOWSKI
73 IG BEAD 81 SCREEN FRAME 82 SCREEN FRAME
1070 TECHNOLOGY DRIVE 71Re:
•') {;�•' ! Date:
6
".rT.fl.,;' '1.';.•;.; . N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
�,;1��,, (941)-480-1600
Sad../W.61. Scala Sheet: Drawing No. Rev:
A'L'YNNIMILLEit� .E. CERT. OF RUTH. 29298 SH-5400 NTS 10 OF 12 MD-SH5400-01 A
P.E.#58705
TABLE 8: TABLE 8,CONT.: SILICONE 4RA
ELT BUM
SIII of Material BIII of Material,cont STRUCT
SILI
# Part# Description Materiel # Part# Description Material STRUCTURAL 3/18"NOM.
POLYISOBUTYLEN 114"NOM.
1 620101 Single ung Frame ead&Jambs- Channel PVC 6 720197 Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720188&9 Sweep Lxk Cast Znc WfiH DESICCANT DESIC3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT.GLA4 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 ' SHIDH Frame SIII-J-Channel PVC 49 720200 Auto end Sweep Lock Keeper Cast Zinc
6620106 SHIDH Frame SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS7 820107 SHIDH Frame SIII-Fin PVC 61 420181 LIR Beveled Tilt Latch Corner Key PVC INT.GLASSLASS
8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 62 420182 LIR Pull Reil Till Latch Corner Key PVC
14 620131 Fixed Meeting Rail PVC 63 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS KODISPACE SUPER
16 620129 Sash Rail(Sides,Tap&Bottom) PVC 64 420183 Tilt Latch PVC Ta 4SG TPS �� SPACER®NXTTM
17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC
18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS
19 620156 Pull Rall Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM
20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA
21 620157 Beveled Interlock 6005 T5 All 69 420180 Pivot Bar Comer Key PVC BUTYLENE
22 620145 Beveled Interlock Cover PVC 80 720206 Pivot Bar SS 5116"NOM. SEAL 5116"NOM.
23 620150 Light Sash Reinforcement 6063 T6 Al [73
720191 Sash Pull Handle Zest Znc BUTYL& SILICONE SEAL
DESICCANT ROLL-FORMED
25 620152 HD Sash Reinforcement 6063 T6 All 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL
26 620153 Standard Meeting Rall Reinforcement 6005 T5 At '7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS
27 620154 HD Meeting Rall Reinforcement 6005 T5 Al 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS
30 61644 Weatherstrip,.187"x.270"Fin Pile 78588 #8 x 518"Ph.FH SMS(Strike Plate Screw) SS
31 6Q300 Weatherstrip,.190"x.30D"Foam Bulb Flex PVC 720136 I.G.Bead PVC
32 61719 Weatherstrip,.187"x.220"PolyPlle Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS
33 61825 lWeatherstrip Plug,.220"Finseal 75 1 71646N iSetting Block(718"x 1"x 1/8"),85+/-6 duro. EPDM
35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL® XL EDGE T11
_ 36. 78X3THPX #8 x W Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum �e Te
37 71669SP Meeting Rall Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER
38 720210 Weep Hole Cover PVC 83 47042 Screen Corner Key with Pull Ring PVC
40 720)0= Constant Force Balance 84 47041 Screen Corner Key without Pull Ring PVC
41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS
42Spiral Balance 86 61816048 Screen Cloth Fiberglass
43 720205 Spiral Balance Shoe Nylon 1 87 1 61635/616141.140"Screen Spline(Machine/Hand Rolled) Vinyl
44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS
E77
# Description Materlal pRooucr RBv186D
as cmiiplying sJiO�®6 Fbr08a
Kommerling 4SG TPS Spacer System B°'rd°'s-t0 1 -D 14-04-
See this Aoccpranco
Quanex Super Spacer nXl with Hot Melt Butyl f 11 Revlsed By: Date: Revielon: L'zpitkSheet for �' ;Quanex Dufeseal Spacer t' Ill ; R 05/05/16 A)ADDEDSPACI ByMateriels )''.• ••••:''•/ Miani ode Pmduct Cardinal Edge Spacer ''''^' ' ' ''•`' Revleed 8), Data: Revielon:
REFERENCE TEST REPORTS:FTL-8717,8988&6970
Ry. Deecsfptlon: Drawn By:
BILL OF MATERIAL(BOM) J ROSOWSKI
I r�llld
•', �� ,- 1070 TECHNOLOGY DRIVE Title: Data:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
NOTES: ':,,'K?,,,.:•..:.... ,..;:.,
• (941)-480-1800 Serlea/Model: Scole: Sheet: Orawing No. Rev.
1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. •'A,'LY(41J�iL(.ER,•A.E.
2)ITEMS#9-13.15,24,28,29.34.39,01,62,&68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.�:M 14ER CERT. OF AUTH. (29296 S H-5400 NTS 11 OF 12 MD-SH5400-01 A
OPT.SWEEP LOCK
O 96 4B OPT.AUTO LOCK
I 18 20 }
S7 OR 56 ;
48
I p 51 OR 52 186
1 ;i 45
1 66 i }
` o
OPT.PULL RAIL 82 OR 84 -
19 INTERLOCK& Q
COVER j 56 E }
(i 6 O 87
OPT.
MITERED FRAME WITH ! 21 BEVELED
INTERIOR AND EXTERIOR 16 - INTERLOCK
I FRAME WELDS O® &COVER
73 Xq 18 54 I
}' } 18
XA 53
jJ
60 ;} 60 OR Bi
14 �
100P�Nce—
�AC,HEs,--. SCREEN
49 �.� BO OPT.PULL HANDLE ASSEMBLY
Iz
,O 64 WITH LATCH
41 49 CONSTANT FORCE ri E •f' 86 16 DETAILS 82 OR 83
,� BALANCE a
•--• Oft
40 R 43 42 43 SPIRAL BALANCE OHANDLEL
63
67 1 18
MITERED FRAME WITH
RIOR AND
"" •'° SASH FRAME WELDS EXTERIOR '
37 ASSEMBLY
ss 3g DETAILS 53
'tel,••' � EXE IOR
--- 59 IT
---------------
~ - -�..- 1'. -AACHEs 6 -
$
.------------------ J m$ oda53 �BALANC _-_.__ n�wa nw �07!4r
.0¢.
FRAME ' rulk-lhtb uIMM
"f,r R.Vlaed Sr. Dote: Revlelon:
ASSEMBLY �` ., `\,, .nw ,.,!•j, If
DETAILS ''•.,\ -'y' '• '• A71nmi Im(e Praduat Cohbb{
Revtaad Dy: Date: Rovklan:
` `.ti„ F�'�'� '---�'— Q� DeaorfpRon: Drawn 9jr f
EXTERIOR t ;,, . EXPLODED ASSEMBLY
NOTES: ':i.•:�� I l J ROSOWSK!
. ti, „F:Y3'2•.>I' :t.j:: Date:
Ij SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY, 1070 TECHNOLOGY DRIVE 1796:
P,.•',.iy�, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
2)J-CHANNEL FRAME SHOWN,PARTS 0 1&5.OTHER FRAME TYPES APPLY. � ���� •�::��
3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8$7. ,;f y..,} a CGat)—gt10-1600 S
4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. •A.LYNN lIL R)I'.E. fModek Scate; Sheat: Orawfng Na. Rew.
P.!`..nri 58705 CERT. OF AM. #29296 SH-5400 NTS 12 OF 12 MD-SH5400-01 A i
AGT;�1 DSR EOEthI s i$PEG$IFET# P rytl��.4.`i��T,,Q;She.l i at 2
DEALER NAME THD AT HOME SERVICES BOXICRATE ORDER EMAIL SENT
TIME OP•57.49 SALESCONSULTANT Paul Stahl ❑YES ❑NO [I YES NO
DATE n719pM0117 ORDERED BY
PGT USE
CSR&EXT ❑TOM V,x21320 ❑ALICE W.ir21343 ORDERED BY PHONE# S.O.#
DEALER# 12228 CITY,STATE SHIP DATE
CUSTOMER JIM Lam SHIP TO# SHIP VIA
JOB# 10222754 MDI? []YES ❑NO LEAD TIME AUTH
PO# IF'NO'INDICATE STANDARDS DESIRED .CHECKER'S INITIALS
❑WINGUARD(IMPACT) ❑ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO❑YES❑NO
[]REMODEL J NEW CONSTRUCTION ❑WOOD OPENING ❑#12 WOOD SCREW
❑1/4-SS TAPCON ❑1/4-SS4,CRETEFLEX ❑CONCRETE OPENING
Oil
ro
.. ..,. Options LABOR"
-J x NO
d. FCgNGI W a :5715 X tlperat ig TYPE : 70P,-oi, y ': Hardware OPTIONS l;
PGT =5P1:C --et SOX :' .. ;WiD7H H>~IG ..: ry,..... -er, BOTTOM m `" Screens ; 'MISG•ITEMS WIDTH HEIGHT
. tom. ;pr REV ..-_ $StailafiA HANO)NG .:F•'t:AY.(F,j: - .;.m
OOUNT:'ROOM Q,, ;SERIES# CODE%:FRAME :;INTERIOR :EXTERI(5R `'Ir In '. UI as ac !:,:STACK:;;Viewed liom(he outsrtle (RHprLH SCULPTURED(S):.PATTERN or-ALL 4r .;.rxc &Mutts CODE "(int (in.) U
I UV 5400 SH B WH WH 18.00 63.00 at Slamlard.Slanda F
rd:WHT
2 LIV 5400 SH B WH WH 18.00 63.00 at Standard,Standa F
rd:W HT
3 LIV 5400 SH a WH WH 18.00 63.00 81 Slondard,Slenda F
,d:WHT
4 DINE 5400 SH B WH WH 25.00 63.00 88 Slarxlard,Slanda F
rd:
WHT,MULL^C
5 DINE 5400 SH B WH WH 52.00 63.00 115 Slandard,Slanda F
rd:
WHT,MULLrC
6 DINE 5400 SH B WH WH 25.00 63.A0 80 Slandard,Slenda F
W:WHT
Job Level MISC(1):Peenll,MISC(1):Shutters,MISC(2):Shutters,MISC(3):Shutters,MISC(4):Shutter,MISC(5):Shutter,
MISC(6):ShuRer -
I have reviewed and agreed with all Job specifications and the Special Terms&CondAions on the beck of the yellow(Customer)copy.
Customer Signature
PG70RDBRFOpM: -:.:1 SPEC5HEETN' '; #Sheet z of z
DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT
TIME SALES CONSULTANT Paul Stahl ❑VES [I NO ❑VES ❑NO
07.5749 PGT USE
DATE •D7/7p/9017 ORDERED BY
CSR&EXT ❑TOM V.x21326 ❑ALICE W.x21343 ORDERED BY PHONE F S.D.N
SHIP DATE
DEALER N 12228 CITY,STATE SHIP VIA
CUSTOMER JIm Lena SHIP TO N
LEAD TIME AUTH
JOB✓r 10222754 ❑YES ❑NO CHECKER'S INITIALS
PO d IFIF'NO'INDICATE STANDARDS DESIRED
❑WINGUARD(IMPACT) ❑ENERGVVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES[]NO
[]REMODEL NEW CONSTRUCTION []WOOD OPENING ❑012 WOOD SCREW
❑1/4"SS TAPCON ❑1/4'SS4 CRETEFLEX ❑CONCRETE OPENING
U-1 I-161irA;1!!11!1111111111r r :tI119S'
Glass
i ` : options: !:LABOR
!d
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J y > -S
v 7VpE: 70P.or; Hardware OP.710NS h
z. ..;:i . : FLANGR .:. ::.- ¢ :S7b .'.`X OperallRgi
,�.:. _ ;; _ Zy ¢. WANDING <PLA7 -or .BOTTOM y ,Scheens MISCITEMSWIDTH HEIGHT
.(:.:1 IDTH HEIG: ,.:. `t. :ioF:REV.... :!S-SIallaneN> -.::.... .. (Fl. .?, m m I 'OODE.�:_'--ir. in.
f;PGT PBC -oh;BOX W..:. a r _
COUNT ROOM 0 SERIES A ';CODE FRAME INTERIOR 'EXTERIOR .,(Ir,' pn.)';::,
UI "ae m STACK•'V/ewed from,fhedbfsde :(RH�pr=LHj SCULPSURED.(S) PATTERN -or-:ALL' a •:��x ^B,MuI s -..(. ). ( )
Slandard,Standa F
7 BED 5400 SH B WH WH 52.00 83.OD 115 rd:WHT
FF
I
Job Level MISC(1):Permll,MISC(7):Shuller
I have reviewed and agreed with all job specifications and the Spedal Terms&Conditions on the back ot the yellow(Customer)copy.
Customer Signature