HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS SINGLE HUNG1/20/2021 Florida Building Code Online
SC1S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search
9',) Product Approval
d1opr `$ USER: Public User
Product Approval Menu > Product or Agplication Search > Application Usl > Application Detail
FL # FL239-R28
Application Type Affirmation
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller, RE,
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext21142
Imiller@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
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method
Method 1 Option A
https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSl Bu8CAEmBE70C31VX3PGOrkE96prUAg%3d 1/3
1/20/2021 Florida Building Code Online
Date Submitted 11/05/2020
Date Validated 11/05/2020
Date Pending FBC Approval
Date Approved 11/11/2020
Summary of Products
FL #
Model, Number or Name
-------- --------------
Description
239.1
SH5400 (Non -Impact)
Vinyl Single Hung Window
9
Limits of Use
j Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R28 C CAC 20-0401.04.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/30/2025
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R28 II 20-0401.04.1df
(NOA) for product performance information, anchorage details,
I Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH5500 (Large Missile Impact)
! Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate _
Approved for use In HVHZ: Yes
FL239 R28 C CAC 20-0401.03.gd
Approved for use outside HVHZ: Yes
'
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
07/30/2025
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R28 II 20-0401.03.pd
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
I and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 I SH7600 (Non -Impact)
j Aluminum Single Hung Window
Limits of Use
j Certification Agency Certificate
Approved for use in HVHZ: Yes
! FL239 R28 C CAC 20-0401.12.1221
Approved for use outside HVHZ: Yes
I Quality Assurance Contract Expiration Date
Impact Resistant: No
08/23/2023
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
Installation Instructions
I FL239 R28 II 20-0401.12.Q
(NOA) for product performance Information, anchorage details,
Verified By: Mlaml-Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
j Created by Independent Third Party:
239,4 1SH1710 (Large Missile Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance Information, anchorage details,
and anchor type, size, and spacing information.
Aluminum Single Hung Window
Certification Agency Certificate
FL239 R28 C CAC 2.0-04aLjj odf
Quality Assurance Contract Expiration Date
08/23/2023
Installation Instructions
FL239 R28 II 20-0401.11.pd
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED employer. QQvright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 45S, F.S. must provide the Department with an email address if they have one. The emalis
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:
MVE ® ® eC.rs:l:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSl Bu8CAEmBE7OC31VX3PGOrkE96prUAg%3d 2/3
M®ME MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
l 1805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinE
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 11SH-5500" PVC Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single IIung Window Installation - LM",
sheets 1 through 13 of 13, dated 05 15115, with revision C dated 03 10/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1,
E-2, E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.03
Expiration Date: July 30, 2025
Approval Date; July 23, 2020
7/16/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0519.05)
2. Drawing No. MD-SH5500-01 titled "Single I -lung Window Installation - LM", sheets
1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0630, 05)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal`R' spacer system, Super Spacer NXT''T' 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 NOA No. 16-0714.03)
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 scaled by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0519.05)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0519.05)
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20- 01.0
Expiration Date: July 30, 5
Approval Date: July 23, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
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. 15-0519.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlavers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/ 18.
3. 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.
4. 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 04/16/20.
5. 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 51h Edition (2014) and FBC
61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and scaled by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0630.05
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0630.05
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 16-0714.03)
4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E., Supervisor, Product Control Sei�tiep
(Submitted under NOA No. 15-0519.05) -JJ
Manuel PS30,5
Product Control
NOA No. 2
Expiration Date: July,
Approval Date: July 23, 2020
E - 2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
G. OTHERS
1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series
"5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on
07/30/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets
1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 05115115, 08/29/17 and updated on 03/1.0/20 to the new FBC 7"
Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez, P.E.
Product Control Exa r
NOA No. 20- 01.03
Expiration Date: July 30, 5
Approval Date: July 23, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraT" (SGXT") Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on
04/ 16/20.
5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017) and the
FBC 7' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series
"SH-5500" PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on
07/30/20.
t
MAI
Manuel Perez, P.E.
Product Control Exa r
NOA No. 20- 01.03
Expiration Date: July 30, 5
Approval Date; July 23, 2020
E-4
ANCHORAGE
EXAMPLEFOR 28-IN' MAX. O.C.21 fig- -r� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING , IMPACT RATING
RADIUS -TOP _ - 54" MAX. BUCK WIDTH _-( MAX. O.C. FOR ARCH'TOP VARIES PER REINFORCEMENT LARGE & SMALL MISSILE
HEADER (SIM -- tY MAX. FROM 1 HEADER (SIM. FOR ALL LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT
FOR ALL FRAME SEAM _.� 30" —T tY MAX. / WINDOW TYPES)
WINDOW TYPES / B. SEE 4 _ -- MAX. O.C. I f/ r
SHEET 3 _ l" 52-IM MAX. BUCK WIDTH 'ram---
1 _ _ 10' MAX. FROM SEE SHEETS 1-1/4"
SHa. E SEEk+70' MAX. O.C. �{, _-12"MAX. SHEET3t ! IFIXEO VISIBLE 1YMAX. / FRAME SEAM D,SEE .... 889
--!`i LIGHT WIDTH _ _.�._._ - ---------- SHEET4
A SEE �.-_ _ r ! 1 I S. SEE „_._.._.� 30' MAX. O.C. - -
^ I : 12" MAX. I I ���-}---12" MAX. C, SEEFIXED �1
SHE I i }
SHEET 3' ; i EQUALLY i VISIB E A. SEE 7--
EQUALLY- !!� 72 SHEET4 i 1
� 1 17-7/B"MAX. O.C. SPACED 1 1 LIGHT 17-7/B"MAX. O.C. SHEET3i !
�I ANCHORS PERSPACED !
ANCHORSPER i / 1 i HEIGHT 1 91.78" SPACED 11 / I
_L. TABLES9.11 - )I` 17-7/B'MAX. O.C.
TABLES 9.11 i t 1 1 MAX. ANCHORS PER O
�.
i gq• j BUCK TASLES9.11 I I _ BY O_ 1 BUCK
MAX, �— HEIGHT _ MAX• I HEIGHT
X i I — 10" MAX. O.C. BUCK 10" MAX. D.C. 10 MAX.IO.C.
" !" l HEIGHT %( 1 �j _. _L x! i L� y HEIGHT 1 X i i Q (9M1A.17(8"
I:--_._ j _ I L_-.- JJ_11 _I.
EQWLLLY � ! / j 13.314" MAX. O.C. EQUALLY ! �`SH , 13-3/4" MAX. O.C. EQUALLY ' I /�__
13-3/4"MAX. O.C. /SPACED I VIIBLE j _ J_ SPACED-EANCHORSPER ANCHORS PER i LIGHT ANCHORB PER `-'--- + SHEETS ---- '
TABLES 9.11 i A I TABLES 9-11 i HEIGHT ' Al TABLES 9-11 I ! 8& 9 1 C
•.71
6-1?MAX. i 6IQ-MAX r6./12-MAX
B �i- - _. ........•.,..,.�.., �� f SEE SILL WEEP•
(� 54" MAX. BUCK WIDTH - ,_NOTCH DETAILS,
SHEETS
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
F_ SASH VISIBLE 'l 1 SEEVEEP
-
LIGHT WIDTH NOTCHH DETAILS
SHEETS
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH ORIEL/PROVIEW CONFIGURATION
13 _ i NO ANCHORS AT SILL
SEE SILL WEER
54" MAX. BUCK WIDTH NOTCH DETAILS
SHEET
SEE SILL WEEP-
\�-NOTCH DETAILS,
SHEET4
ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN
75_HEIGHT SEE TABLES 4.11 SIMILAR ANCHOR OIMENSIDNS FOR OTHER CONFIGURATIONSJ'
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW
-------------
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
GENERAL NOTES....._ 1
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
.................................._ .....
ELEVATIONS......................................................... 1
3) FOR MASONRY APPLICATIONS IN MU1M1-OADE COUNTY, USE ONLY MUNAI-OADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
FRAME, GLASS & ANCHOR OPTIONS.................2
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE
INSTALLATION. FLANGE & EQUAL ECJBOX... 3
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
INSTALLATM, INTEGRAL FIN & J-CHANNEL... 4
DEPICTED AS 2% 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
GLAZING DETAILS..-._ ......................................... 5
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
DESIGN PRESSURES 6-7
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
............ ...._...... ..............
ANCHOR QUANTITIES......._ B-10
SHOULD BE SEALED. OVERALL SEALWGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND M BEYOND THE SCOPE OF THESE INSTRUCTIONS.
...............................
EXTRUSION PROFILES 11
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.
........................................
ASSEMBLY & PARTS LIST........................_... 12.13
7) DESIGN P
......
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300.
CODES / STANDARDS USED:
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E130D.
• 2020 FLORIDA BUILDING CODE (FEIC). 7TH EDITION
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%STRESS INCREASE HAS NOT BEEN
. ASTM E1300-09
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 WITH OTHER
. ANSIAF&PA NDS-2018 FOR WOOD CONSTRUCTION
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
• ALUMINUM DESIGN MANUAL, ADM-2015
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
. AISI SlOD-16
10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NDA: DEWALT ULTRACON+ NOA:ELCOIDEWALT CRETEFLEX NOA; ELCOIOEWALT AGGRE-GATOR NOFI ENERGI WINDOW AND
. A(SC 360.16
DOOR PROFILES, LTD WHITE & SRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM DESIGN MANUAL
`
�'
Rw'4sorc
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
�``t 1''+Y 1-`/ %Sf/� . i,
. ...,.
C) UPDATED TO FBC 2020,
USER INSTRUCTIONS:
ado`;
REVISED ANCHOR TYPE TABLE.
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.
- t ! No. 5F705 -
AK - 03/10/20
3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
-
OPENING OBTAINED IN STEP I.
-T -� z
U
1m0TECHNaoGVDRNE
GENERAL NOTES & ELEVATION
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR
O S TE '
N, VENICE. FL 34275
YOUR OPENINGS CONDITION FROM TABLES 2 OR 3 AND THAT ALL MIN REQUIREMENTS FROM THIS SHEET -SET ARE MET
f1F /��
�� L
(9t1}480.1600
Twec
PRODUCT REVISED
as compying WUM tFkwMa
6uming ode
NOA-No. 20.0401.03
ExpWation Ontr.-07130/2025
a '%"CGf(/i/isl
M
J ROSOWSKI
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE. / /O/V�-1L LN REGISTRATION f19Q98 S- ws/Ywdd: Safe: SM1eetr DIwMI Na Rsr-
INTEGRAL FIN OR EQUAL LEG/BOX). A. L 01 MILLkh. P.E SH-5500 NTS 1 OF 13 MD-SH5500-01 C
P.Ef1587o5
TART F r Ar r r1WARr a 1. eee Twee
Glass
Type
Description (Listed from Exterior to Interior)
Design Pressure
Table a SMetA
5
71W Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Lit" of 1/8' A Glass with .090' PVB Intedayer
4, 5
6
6
7/8' Laminated I.G.: 118" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Liles of 118" A Glass With .090" PVB frdedeyer
4,15
6
7
718" Laminated I.G.: 3/16' A Exterior Cap + 3W Air Space + 5/16` Laminated: (2) Liles of 11r A Glass With .09W PVB Intedayer
4,6
6
8
7/8" Laminated I.G.: 3116' T Exlenor Cap + 3B' Air Space + 5116" Laminated; (2) Lites of 118" A Glass with .090" PVB Intodayer
4,6
6
9
718" Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5f16' Laminated; (2) Liles of 1/8' H Glass with .090' SG fntedayer
7
7
10
7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 5118' Laminated; (2) Liles of 118" H Glass With .090" SG Intedayer
7
7
11
7/8' Laminated I.G.: 3116" A Exterior Cap + 3W Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer
7
7
12
7/9' Laminated I.G.: 311G T Exterior Cap + 3/8` Air Space + 5/16' Laminated; (2) Liles of 1/8" H Glass With .090' SG hiledayer
7
7
13
7/8' Laminated 1. G.: 1/8' A Exterior Cap + 5/16' Air Space + 7/16' Laminated; (2) Liles of 3116' A Glass with .09T SG Intedayer
a
7
14
7/8" Laminated I. G.: 1/8' T Exterior Cap + 5/16" Air Space + 71W Laminated: (2) Liles of 3116' A Glass with .090' SG Intedayer
8
7
15
718" Laminated I.G.- 3/16- A Exterior Cap + 114" Air Space + 7116' Laminated; (2) Liles of 3/16" A Glass with .090' SG frdedayer
7
7
16
719" Laminated 1. G.: 3116' T Exterior Cap + 114' Air Space + 7116` Laminated; (2) Utes of 3119' A Glass with .090" SG Intedayer
7
7
TARLF 2AI.1 (11MAR1 F ANrWnaR T nl 1r Tate CReexe
Group
Anchor
substrate
Min. ledge
Distance
Min.
Embedment'
A
nM10 SMS
(steel. I" S.S.
w 4/0 S.S.)
P.. t -0. m Fine 55)
7/16"
1-3/8"
Steel. A36'
318"
0.0�"
Steel Stud A653 Gr. 33'
318"
0.0451" (18 Ga.)
Aluminum. 6063-T5'
3/8"
0.05V
3/16' steel Utracon w
U tracon+
P.T. Southern Pixie (SG=0.55)
WIG"
1-318"
Concrete (min 3 ksi)
1"
1J18"
3116' steel Ultwcon
Ungrouled CMU, (ASTM C-90)
2-1/2'
1-1/4"
3/16` sleet Utracon+
Ungmuted CMU, (ASTM C90)
1"
i-114"
B
#12 SMS
(steel. 1" S.S.
w 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16'
1-3/9'
Ste' A36'
318"
0.050'
Steel Stud. A653 Gr 33'
3/6"
0.0451" (18 Ga.)
Aluminum. 6063-T50
3/8"
0.063"
1/4" steel Uloacon at
Utracon+
P.T. Southern Pine (SG=0.55)
1"
1-318"
1/4" steel Cretellex
P.T. Soulhem Pine (SG=0.55)
1'
1-31W
1/4" steel Aggre-Gates
P.T. Southern Pale (SG=0.55)
1"
1-318"
114" steel Uhracon
Concrete (nrin. 2.85 ksl
1'
112114"
Ungrouled CMU, (ASTM Cr90)
2-1/2'
1-114'
C
t!4" steel UOracon+
Concrete (min. 3 ksi)
13116"
1.314"
Ungrouled CMU, (ASTM C-90)
1"
1-1/4"
1/4" steel Cretellex
Concrete (min. 3.35 ksi)
1"
1-314'
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-11Z'
1.314`
114" steel Ultracon+
Concrete (min. 3 ksi)
2.112"
1-314'
1/4" steel Ultmcon+
Ungroded CMU, (ASTM C-90)
2-1/2-
1-1/4"
D
114" steel Creteflez
Concrete (min. 3.35 ksi)
1-34'
Ungrouted CMU, (ASTM C-90)
2-1lr
1-114"
114" steel Aggre-Gator
C01creta min. 3275 ksi
1-12`
1-we,
Grouted CMU, (ASTM C-90)
2"
r
Group
Anchor
substrate
Min Edge
Distance
Min
Contredmem'
E
2.1/7 x .131' Cornmal Ned
P T Southern Pine (SG_ 55)
318"
2.7116"
2-117' Ring -shank Rooferg Nal
PT Southern Pine (SG= 55)
318"
2.7/16'
F
atOTrusshead SMS
(steel. 0 S S S
aaloss)
PT Southern Pine (SG= 55)
117"
1-""
Aluminum 6063-W
3M"
0050-
Steel Stud Gr. 33'
3l8"
0.0451' 18 Ga )
(
Steel, A36'
_
318`
0 050"
012 SMS
isreel, lass S
a 410 S S)
P T Southern Pine (SG=.55)
9116"
1
Numimm, 6063 T5'
3/8"
0-063'
Steel Sfud, Gu. 33'
_
318"
0 R'i0"
Steel, A36'
319"
0050`
' MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
"UNGROUTED
CMU'VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS.
GLASS TYPES
& 15 MAY NOT BE USED IN
• THE HVHZ ABOVE 30'.
crr_r roc rcRA+¢ cueocc
Frame
Glass
Frame
Frame
Types
Options
Cotlfigs.
Shapes
installation Options that may be used
(see Fig 8)
(see Table 1)
(see Fig A)
(see Fig C)
Flange
($12)
5-16
Equal -Lae,
Oriel/PtWew
& Cottage
SquwwReet,
Amh-Top &
Radius -Top
Through the frame
of lac es
....into 2X Wood FraWauckstdp - sheet 3, option 1
....into Concwe/CMU - sheet 3, option 2
....through 1X Buckstrip into Concrete/CMU -sheet 3, Optical 3
.... into Metal - sheet 3, option 4
Box /
Equal -Leg
(#4)
5-16
Equal-Lite.
q
Oriel/Proliew
&Cottage
Square/ap &
Arch -Top 8
Radius -Top
Through the frame
of the wmdow..."'
....into 2X Wood FmmefBuckstdp - sheet 3, option 1
....into ComFete/CMU - sheet 3, option 2
•••throughlXBuckstripiMaConcretelCMU-sheet3,option3
....into Metal -sheet 3, option 4
J,Channel
(#1)
5-8
Equal -Lice,
ew
OriCottage
8 Cottage
Square/Rect.,
Arch -Top p
Raelus-Top
Through the
integral in...
....into 2X Wood Frame/Bucksirip - sheet 4, option 5
..._info Metal -sheet 4, option 7
Throughthe frame
of the wi dae..........into
into 2X Wood Ffame/Buckstd sheet 4, 6
P - option
Metal - sheet 4, option 8
Integral Fin
(93)
5-8
Equal-Lite,
Odelfft iew
& Cottage
Square/Rect,
Arch -Top &
Radius -Top
Through the
integral In......
.... into 2X Wood Frame(Buckstdp - sheet 4, option 5
....into Metal - sheet 4, option 7
Through the tame
Of the W1r1dON1.-.-
---into 2X Wood FramelBucksirip - sheet 4, option 6
....into Metal - sheet 4, option 8
EQUAL-LITE
ORIEL
COTTAGE
-_—{BUCK
WIDTHI'•-..-
---IBUCK WIDTH__..
-+-(BUCK WIDTH)_-
-
_
k�.._.
I
2
S
RECTANGULAR
RADIUS -TOP
ARCH -TOP
0'
\J
FIN
�J-CNANNELINTEGRAL
\J
\.J
FLANGE
BOX OR EQUAL -LEG
"A"=ANNEALED
W = HEAT STRENGTHENED
-r - TEMPERED
"PVB" = .090" TROSIFOL® PVB
BY KURARAY AMERICA, INC.
"SG" = .090- SENTRYGLASP
INTERLAYER BY KURARAY
AMERICA. INC.
Material
Mln Fr
Min. F"
Steel Scr
92 ksi
12D ksi
I"Screw
60 ksi
95 ksi
410 Screw
90 kill
110 ksi
Elco/DeWah Aggre-Gatolli
57 ksi
96 ksi
Elco URraCon9
155 ksi
177 ksi
3/16" DeWalt UlreCon+O
117 ksi
161 ksi
1l4' DaWelt UBraCan+®
EIWDewak CteleFiexO
148 ksirr,4,kSS
127.4 ksi6063-T5
Alurinun
16 ksiA38
Steel
36 ksiGr.
33 Steel Sdd33
ksi
WNOOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED
BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610.
ii
`•t L1'i�,'1;/ a r%%•
Rs+ieion:
nY
\c��'. '74,
C) REVISED ANCHOR TYPE
•�_ fir. `c� %
TABLE.
AK - 03/10/20
` _
.�
Ubedpilom
PRODUCT REVISED
as comp with the Florida
Building
NOA-No. 20-0401.03
Expiration gate• 7/30/2025
By�'D aNtite�i� i
Miam , aAa Producf-6o trol
'' =
71/0T OLOGYGYDRIVE
GLASS/ANCHORS/FRAME OPTIONS
J ROSOWSKI
Mm. of 3
THREADS
,'1/3
N 3aTS
7kk'
Data:
BEYOND THE
t•
:��..�:^.,.. _,� ;
(941}480-18110L
SINGLE HUNG WINDOW INSTALLATION — LM
05/15/15
METAL
%.; �.,ry , 4 E.:
)Vr' `
SUBSTRATE.
/ 1 1 1 1
kb
Sr"I eel octet
Sews:
Sheet
pewit k1A
Ran.
A LY4N ER. P.E
SH-5500
NTS
20F 13
MD—SH5500-01
C
P.E.i 58705
REGISTRATiONa 88
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
---" —`---- �--------'--- - INSTALLATION OPTION 2 INSTALLATION OPTION3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
OPTION i DIRECTLY INTO CONCRETE/CMU. SUCKSTRiP INTO CONCRETEICMU.
��- EDGE DISTANCE SEE NOTE 2, THIS SHEET.
ANCHORED THROUGH -- __-- EMBEDMENT -- V-- EMBEDMENT
FRAME INTO WOOD ---- ---� 114' MAX SHIM 16 1/4• MAX SHIM
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET. J �d EMBEDMENT f — SASH VIS113LE __ 17 I
-� 18 LIGHT WK)TH ' •i .. EDGE
EDGE j
FLANGE FRAME _._ Q �o DISTANCE
SHOWN -- "--- -_� DISTANCE U
44 BALANCE
--� TYPE VARIES
I 1/4' MAX TYP. ANCHOR
SHIM TYP. ANCHOR TYPE, 42 WITH SASH ----.-.— o •.' TYPE,
2 TYP. ANCHOR TYPE, EMBEDMEN ANDEDGE WEIGHT 54 EMBEDMENT
EDGE 30ANDEDGE
EMBEDMENT AND EDGE DISTANCE PER a 31 DISTANCE PER
DISTANCE PER SUBSTRATE. SUBSTRATE, EDGE SUBSTRATE.
SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. e
• DISTANCE SEE TABLE 2,
18 EXTERIOR 87
19 _--_-_ __._ \ SHEET 2.
FIXED I 2p OPT. SASH TOP I I FIXED VISIBLE 4
VISIBLE LET RAIL FLANGE i �ZLIGHTl LIGHT WIDTH EQUAL _1
FRAME
MOX
HEIGHT FOR ALL WINDOWS- NOTES: SHOW M —BUCK WIDTH _�LF AME
1 ANCHOR @@ 356" SHOWN
as 48 FROM END AND AT 1)USE ONLY
HORIZONTAL SECTION A -A
21 CENTER. SUBSTRATE -APPROPRIATE ---- ---�------
O_ i /-1222 - FOR WINDOWS ANCHORS LISTED ON TABLE 2,
72 ` OVER 36_WIDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
0 ADD ADDITIONAL EDGE DISTANCE LIMBS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2.
14 45 46 47 (^^3�1 SCREWS @163W INSTALLATION OPTION SHOWN MAY
L FROM END. BE USED ON ANY SIDE OF THE j
FOR WINDOWS WITH WINDOW 1/4' MAX.
BOTTOM LOCKS: SHIM ~-
BUCK50 16 2} MASONRY ANCHORS MAY BE 1I10 OR i12 STEEL 1/4' MAX
HEIGHT O D NAL
SCREWSADD @ 8-3/8 SELF -DRILLING
SCREWS D. 8-3IB" USED INTO WOOD D PER TABLE 2, SMS (G5). SEE SHIM
I C FROM END. SHEET -2.1 ALL WOOD BUCKS LESS
90J THAN 1-12' THICK ARE TO BE _ TABLE 2. Q�
SASH I CONSIDERED 1X INSTALLATIONS. 1X SHEET 2.
EXTERIOR VISIBLE 1 WOOD BUCKS ARE OPTIONAL IF
LIGHT I UNIT IS INSTALLED DIRECTLY TO
HEIGHT 'g\, SUBSTRATE. WOOD BUCKS
kl\
T 6 -„ � DEPICTED AS 2X ARE 1.12' THICK
86 \_ USE EITHER OR GREATER. 1X AND 2X BUCKS
8� 3166 LATCHORL (WHEN USED) SHALL BE DESIGNED �Q
INTERIOR t 30 r164� BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE a -- EQUAL
WEEPI\ `- TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME J''�-;7A�, LEGIBO% 4
/ LOCATION: 6•SIB' DESIGN AND INSTALLATION 1S THE SHOWN I� o FRAME
NOTCHES AT 80 - r J FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN
EACH END. OR ARCHITECT OF RECORD. -' ` c
EXTERIOR
{ g F 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (l INSTALLATION
\J (ALSO REFERRED TO AS DAYLIGHT OPTION4 v PRODUCT REVISED
67 OPENING) IS MEASURED FROM OPTION 4 as eonq*ong wiM the florwa
EQUAL-LEGIBOX 1/4' MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code
FRAME ONTO METAL FRAME INTO METAL NOA-No. 20-0401.03 FRAME SHOWN
Ex -tion oete_0713012025
.27'X 1.25"I - �':�'',/�•- �'� `' C) NO CHANGES THIS SHEET. sr'I
WE£PHOLE NO ANCHORS
1 REQUIRED IN c - • .3 Miam ade P
wicovER @ O VISIBLE LIGHT FORMULAS AK - 03/10/20 / a
2.87"FROM� s FLANGE OR - _ . No idi '0;;
EACH END. EQUAL -LEG WIDTH _ ••� '^ _
FRAME SILLS @SASH. BUCK WIDTH -6-12' - '� -
@ FIXED LITE: BUCK WIDTH -4-3/8' Q '� J3 � , ;1070TEOMOLOGYDRIVE FLANGE & EQUAL-LEG/BOX FRAMES ROSOWSKI
N. VENICE, FL 342T6
VERTICAL SECTION B B BU tlEGFt E HTn-LSTESII6 % 5 '' ;_ �iC ` �1)4W-160D '
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
r, r l I l i i I t i A `` sinks/Yod.k stoic Soot Orwrim Wo. /Av:
A LYNN MILLER, P.E. SH-5500 NTS 3OF 13 MD-SH5500-01 C
P.E.# W05 REGISTRATION r1 M
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
WSTALLATION OPTION 5 EMBEDMENT
ANCHORED THROUGH INTEGRAL EMBEDMENT a
FIN INTO 2X WOOD FRAME OR -- --
BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE
SHEET.
J-CHANNEL _..� �T £MBEDMENiHOR AND EDGE
f L
FRAME —�_ _ _ DISTANCE PER SUBSTRATE,
SHOWN O -- SEE TABLE 2, SHEET 2.
----'-"--- (SCREW SHOWN)
o -1/4' MAX SHIM
y TYP. ANCHOR TYPE, EDGE 1�
DISTANCE
EMBEDMENT AND EDGE I
DISTANCE PER SUBSTRATE.
SEE TABLE SHEET 2.
'7 18 (NAIL SHOWN)
FIXED � 19 �
VISIBLE 20 OPT. SASH TOP J4;HANNEL
LIFT RAIL FRAME
LIGHT I FOR ALI WNDOWS: NOTES: SHOWN
HEIGHT
49 �� _- 21
22
72
0
14 45 46 41 LS
BUCK
HEIGHT SU O 16
85
CJ SASH
EXTERIOR VISIBLE I
LIGHT
HEIGHT l
86 L 18
j2)1 1 81% 31 030- 65 C3)
INTERIOR
WEEP
NOTCHES AT 80
EACH ENDJ �\ NO ANCHORS
REQUIRED IN FRAME
7
7 SILLS IF ANCHORING
THROUGH FRAME.
INTEGRAL FIN 1/4' MAX
FRAME SHOWN 'F_ SHIM
27" X 1.25" WEEPHOLE — T
WICOVER @ 2.8T --- ---- }
FROM EACH END. _ _—.--
TYP. ANCHOR TYPE, I _��-
EMBEDMENT AND EDGE_._- EDGE DISTAN
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2. --+y EMBEDMENT '
(SCREW SHOWN)
INSTALLATION OPTION 5 VERTICAL SECTION D-D
ANCHORED THROUGH INTEGRAL FM
INTO 2X WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, THIS SHEET.
1 ANCHOR @ 3.55-
FROM END AND AT
1) USE ONLY
CENTER.
SUBSTRATE -APPROPRIATE
FOR WINDOWS
ANCHORS LISTED ON TABLES 2 & 3
OVER 36- WIDE'
OF SHEET 2. FOLLOW EMBEDMENT
ADD ADDITIONAL
AND EDGE DISTANCE LIMITS ANY
SCREWS @16-3/8"
INSTALLATION OPTION SHOWN MAY
FROM END.
BE USED ON ANY SIDE OF THE
FOR WINOOWS WITH
WINDOW.
BOTTOM LOCKS:
ADD ADDITIONAL
2) MASONRY ANCHORS MAY BE
SCREWS @ 8-3/8"
USED INTO WOOD AS PER TABLE 2,
FROM END.
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-12" THICK ARE TO BE
CONSIDERED IX INSTALLATIONS.
1 X WOOD BUCKS ARE OPTIONAL IF
USE EITHER
UNIT IS INSTALLED DIRECTLY TO
LATCH (SHOWN)
SUBSTRATE. WOODBUCKS
OR BOTTOM
DEPICTED AS 2X ARE 1-1/2"THICK
LOCK (SHEET 3).
OR GREATER. 1X AND 2X BUCKS
TESTED UNIT
(WHEN USED) SHALL BE DESIGNED
LOCATION: 6.5/8"
TO PROPERLY TRANSFER LOADS
FROM SASH END.
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
VISIBLE LIGHT FORMULAS
WIDTH
@SASH: BUCK W DTH - &l2"
FIXED LITE: BUCK WIDTH - 4-3/8"
HEIGHT (EDUAL_LIj
BUCK HEIGHT/2 - 3-15119"
INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN
WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR
NOTE 2, THIS SHEET. SUCKSTRIP. SEE NOTE 2, THIS SHEET.
IW MAX SHIM
1/4' MAX SHIM
16
SASH VISIBLE �_--
17
18
LIGHT WIDTH I o
--
44 BALANCE
�vmuffia
-- —
TYPE VARIES
42 WITH SASH
0
WEIGHT
54
30
EXTERIOR 87
FIXED VISIBLE
LIGHT WIDTH
1
--__--
BUCK WIDTH
HORIZONTAL SECTION C-C
i/4"MAX. r
SHIM
INTEGRAL FIN
FRAME SHOWN
I+— EDGE DISTANCE
I f i EMBEDMENT
I �
TYR ANCHOR TYPE,
INTEGRAL _ EMBEDMENT AND EDGE
FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3, SHEET 2.
SHOWN (NAIL SHOWIQ
FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
/ \I
ALSO FOR DADE-APPROVED MULLION
*IC OR C12 STEEL
- SELF -DRILLING
1/4" MAX.
SHIM
SMS (GS). SEE
TABLES 2 & 3,
SHEET 2.
R�
r 1
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL- FMI INTO METAL
t�
FIN AND/OR
FLANGE REMOVED
IN -FIELD
EXTERIOR INSTALLATION
J� OPTION 8
ANCHORED THROUGH FRAME INTO METAL
(INTEGRAL FIN/FLANGE REMOVED)
_ 13 ' Q' -
1070 TECHNOLOGY DRIVE
:
=� j�, •.. S �.�,
N. VENM FL 34275
r'lli
ttl ll�'
A LYNN ML". P.E.
P.E#58705
REGISTRATION829296
PRODUCT REVISED
as eomWng with the Florida
Building Code
NOA-1,110. 20-8401.03
w-bi— ExO7,Aion Date' 0713012025
C REVISED DADE MULLION r
1,4
NOTE. Miam)-Dade Produyt-so Perot
AK - 03/10/20
Dsa 4011-1 7_ W.
J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
'>INGLE HUNG WINDOW INSTALLATION - LM 05/15/15
SH-5500 I NTS 1 4 OF 13 I MD-SH5500-01 I C
-�{ 7/8" NOM. �- 7/8" NOM. �- -+{ 7/8" N71WW NOM. -+� 718" NOM.
I I f I I 1
5/16" A/A PVB - 5/16" A/A PVB 5/16" A/A PVB — 5/16" A/A PVB -- 5/16" WH SG --- -
7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE— 3/8" AIR SPACE-- 7/16" AIR SPACE, --
IN LASS —\ �� 1 �j GLASS 311 IR � • 3/16iTFXTERKJR 1/6" A GLASS
EXTERIOR
EXTEROR
8-79 7679 78-79 6.79 78.79
5/16" H/H SG —
7/16" AIR SPACE--
1/8" T GLASS-
Cl EXTERIOR
GLASS TYPE_5
v8 NOM I-
GLASS TYPE 10
GLASS TYPE 6
-�{ 71W NOM.
5/16" H/H SG —
3/8" AIR SPACE
3/16" AGLASS
EXTERIOR
GLASS TYPE 11
C NOM.GLASS GLASS TYPES 9 THROUGH
FE TYP. ' 16 MAY NOT BE USED
WITH J-CHANNEL OR
INTEGRAL FIN FRAMES
GLASS TYPES 5, 7.9, 11, 13
8 15 MAY NOT BE USED M7
THE HVHZ ABOVE 30'.
GLAZING NOTES:
A'=ANNEALED
TYP. GLAZING DETAIL "W= HEAT STRENGTHENED
"T"=TEMPERED
"PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA. INC.
"SG" = .090" SENTRYGLAS®BY KURARAY AMERICA. INC.
FOR LAMINATED GLAZING COMPONENTS. SEE TABLE 1. SHEET 2.
GLASS TYPE 7
- j 71W NOM.
5/16" H/H SG --
3/8" AIR SPACE--
3/16" _T GLASS-
p EXTERIOR
GLASS TYPE 12
7/16" A/A SG
1/4" AIR SPACE
3/16" A GLASS-
<=jE%TERKXt
7B-7 --
GLASS TYPE 8
718" NOM
t
7/16" A1A SG
5/16" AIR SPACE-
1/8" A_ GLASS —
EXTERIOR
GLASS TYPE 13
--�( 7/8" NOM.
I
7116" A/A SG —
1/4" AIR SPACE-
3/16" T GLASS -
`jEXTERIOR
7116" A/A SG --
5116" AIR SPACE -
118" T_ GLASS -
<�jEXTERK)R
GLASS TYPE 9
--+-i 7/8" NOM. I—
I
I Vy 11
GLASS TYPE 14
I V V I[ j
PRODUCT REVISED
GLASS TYPE 15
GLASS TYPE 16
as complying with the Florida
6lyddiog r a"
NOA-No. 20-0401.03
•�(L.: 1';' r,
Rwtrbn:
"ration Data• 7l30M102$
\`''�'J
•�'�
C) NO CHANGES THIS SHEET.
sr:
\,r`
'�
YI ads Orel rol
�D
•
' G r -_
10767ECHNOLOGYORNE
GLAZING DETAILS
J ROSOWSKI
-- _
N. VENICE, FL 3WS
z ..
ts`1Neo leoo
SINGLE HUNG WINDOW INSTALLATION - LM
_
05/15/15
AL`'aNM'L�Ed•PE.
SH-5500
NTS
5 OF 13
MD-SH5500-01
C
P.EA5W05
REGISTRATKMt i28288
TABLE 4:
ebc Twe9
5, 6, 7 as
Design P7essum, rb ve
H- 50.0
Rlhd Laee1
Rf
Foraaw .&5 ,J-
aec lnuie y, a71cc 1 o ram
ANCHOR GROUP AND QUANTITY.
H
HT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT 8 GLASS TYPES 5,A,_? §-p
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
NOTES;
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE.
su1.TTv.
s
oopan swa
pnenpmn d VK•+
Re•1TAVY+Wi
11ap5 srosn
span Mega
Nale}(e•7
Oes nPraa&we, hoe
W
Relnl. lawl
a
WYdi,Y B,e3
lv ae
waen la.l
SLIZi
235
EqW
11.3N
.eo
No
•me
ma
51011m1a CettSpe
w.517-I5am
.ma
-me
•me
-me
20
eql "
1T.510-11616
.we
-roo
.me
-me
SIatWOPmewe
15.3-i1 N2
wo
-100
•650
.100
1a .
23KiFF5230
•m0
100
•650
.100
Stan6vO Glbge
2D.asa- 115
•me
.No
•65.
-roe
37375
EpelNe
1751]. NOT
•00
-700
me
-7D0
slanoeNPmels
AV1 %
.oeo
-mo
.me
-Mo
56wleal
1T.3TT.Ia516
.5.
-N.
♦me
Te4s1
n.SN-31911
•00
-NO
•me
. e
crosen sae
w5v-neat
.mo
.roo
.me
mG
Y
Sb90 9!11ee
_.-Eiq,* a __
MIT-N.
-ffi !7.43516
•mo
.650
-roo
.-Too
+m.0
a5.0
.Ne
-700
Sfe ROYee
IT.517-mbse
•m0
-700
•mD
-me
O, -60e
14.51]-11.516
amo
.roo
I .m.
-
sa
13.377-14 516
•65o
-700
1.650
.700
Tlaeel
350U-n.9ti
.mo
Joe
'me
400
91a1eLN rnna
2 W 31w
•m0
-roo
•m•
-me
Eq.".
]0517-ns's
.me
-me
•we
-T0o
a
Slr1o110p-
IT 511-20518
.mD
-me
-me
.roo
C-Sae
1e.517-1/516
.00
400
•m.0
.mo
Qet5m 512e
f Sil-"'N
"'
M-
.m0
-roo
-
Shwles+
11.377-12316
.ma
-roo
.we
-roo
1e1e51
uNo-3T.576
.m0
-roo
-we
-Mo
ste.elea UCy
msu-n N7
'me
No
•me
-me
E.W .
23517.xsw
•me
.Too
•650
750
g a96T
COMET SITe
w,--23510
•mo
-To
•me
!Op
5%
Slatlalf ROlew
1i.51]-ZO SM
.mo
-roo
•m0
-T00
c-Sae
1.511.17518
.ma
-Too
•m0
-roo
c-ft.
125f7-1a,516
.mo
-no
•650
-T0.0
stolen
113n-12518
•mo
-Ve
•m0
A00
TY i
%5)7-416N
.me
.roo
.me
-me
s1a/M'E Collage
31517-36.6t6
•m0
-roo
•m.0
-T00
E1 -,
2651T-3151a
•w.
-To.
-me
I.o
slenOxlPmle.
23517-26516
.mo
-me
.m0
.)DO
f?
r-1w.wn SlTe
20 st1-.51.
M30
-roe
.m0
-TOD
CYSbt1 S0e
IT 5177-20518
.me
�mo
•e5o
]o0
COs'aT Sig
1a 517-175f6
.m0
-me
•m.
Bel
Qn15m SMe
13517 14516
a00
.TOO
•00
473
61Mo1
I'a 13o%
•me
-100
.650
m5
1+ 1
39517-410N
.650
.700
•m0
.7110
c--6u:e
N617 n.516
.04
-me
.m0
-70o
EqO Ye
m517.3051G
•me
-roe
-we
N.
15
Cmbm Eke
VSIT-33518
.m0
.TOo
•we
No
61anaTTFtwes
2961r-3151.
-a
-roo
•m0
.ro0
ebc T70e3
s.7s&
Design P7esinare, Ibsl112
+65.01-70.0
RSMI. Lewl
la
Fm 1a loMoteala s1n11 Sees
ANCHOR GROUP AND QUANTITY.
H
HT
�a ""
di�.iisi6
sso
=ioo
i3
si5
SECTION DETAIL FOR WINDOWS WITH
s1„1b,1
2e aw.nsl6
.mo
-roo
.mo
so6
LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8
Er6u1Me
,-..,an
3e s+l-also
.me
-roo
•ma
-Too
(REINFORCEMENTSSHOWNFIGURES ABOVE
sa
sue
ss51T 311sts
•mo
-roo
.mp
aT3
APPLY TO ALL FRAMEE TYPES &
TYPES
see
suwevn,ee.
Taeeat
veaa-sssla
-.n6aa
.mo
.mo
-roo
.Too
.mo
.650
66s
oas
CONFIGURATIONS)
PRODUCT REVISED
SEE TABLE
10, SHEET 9
FOR ANCHOR
GROUP
AND
QUANTITY.
as camp ( vrlM the FlocNa
M
"' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136
NOA- N. 204)401.03
(APPLIES TO ANY HEIGHT 91.78"
1`.• i�
PAlAallor]A
) SH HEIGHT CORRECTION.
EDr ration Data 7/30/202S
`
AK - 03/10/20
M•ea ade Orodua3
= t No. 53705
_ -O Q Z Z
.�1.J'({' �• O , ti
DESIGN PRESSURE TABLES
J ROSOWSKI
1070TECHNOLOGYDRIVE
N. VENM Fir 3t275
:fin •. " ""(�.' �`
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
!' 1:,\a _• \
.5j`(, ,'Iv,,L
A LYNtIMIL110A, P.E.
Sa7q/W-t
SH-5500
Scots:
NTS
9-L,
6OF 13
Ora" No.
MD-SH5500-01
Rev:
C
P Ea 58705
REGISTRATION 1i2929&
OL,tsiyae
M2.+5at6
116W. L.wI
a
�e,ns�
O-%-bTm,
R.n9. 0 V15nSo.r
K p. s+nM+
5 ,feat
R-1.1
OKign PIKSI1ro,Ibrlftl
W.-U,cI 1Ma•+
IP a.o
ee 52125
5•
235
E.W.-
11391
•m0
-1f00
•700
.110.0,.700
-1100
•roo
-11U0
StaEad CneaD.
1e 511 ,son
•700
1100
•,.a
aro0j.m0
-Iw0
•700
-1100
m
EgxlMs
11583. nst.
.roo
-110.0
.7.0
-1wo..ma
.1f 0o
+roo
-1,06
51aM„u P,
11.11 115m
-700
.1
•700
aw.9 •roo
.1Ro
-Me
7im
T.".,
235n. 25m
•700
.110.0
a00
4100 .700
.1100
•70.0
-1100
S tdGage
7oos6.23SM
•7001.1100
•roo
4*..0 -MO
-Iwo
•R.0
-1100
37375
Ew>nw
1 17517>D957
aoo
.noo
•roo
ago.roo
4l00
•roo
aWo
smaLw f•,ea..,
u$I,-n515
•mo
-Toe
-too
.Ivo.-no
at00
.Too
awo
shM ,
n377-use
•700
.1100
-Too
-1w.01+m0
.1070
-MO
-10a0
Tlef
275e3.3f914
•700
-110.0
•roo
-Wu 1.700
4430
.roo
.aoo
efb Sn
25517.21502
•700
-1100
•700
-two!.m6
.1100
•roa
4to0
s,Mmdcam9.
M517-26516
.700
a100
•roa
4xio1.70.0
-ItoO
.70.0
.two
ee
E,oft
20517.Z516
+7110
aia0
•700
.11001.700
-nao
.70.0
.110.0
SLIv "Proem.
17517 20516
.700
.noo
•Tao
410.01•700
.1100
-TOO
-uoo
aang sae
le 517-ITSI6
•700
MOO
•roo
-1 to 01.m0
-Imo
.roo
alao
male•,
11377-9510
.100
•IWO
•roo
.two .roo
-qro
•Ra
-Me
T.1Kf
3150-35MI
•700
axio
noo
.9901 .Tao
.630
-MO
40.0
s,.leadcn.ao.
25517. 31552
aoo
.100
•700
-IW.OI -MO
-noo
.roo
aw.o
tqu .
20517 Ae 516
•roo
amo
.700
aw.o,+me
noo
.roo
alai
a1
6dY,.9Hgsr
17517-70 5I8
.700
.noo
•700
4w01 •roo
.1100
•700
-,wo
C e_Sae
14SIT- 17516
1700
-noo
.709
mot •roo
-Imo
•m.o
-noo
I:f.I.m Sae
12517. U50
.700
.noo
.700
4xioi.ma
-1100
•roa
40a
fie
I1377.12$15
•roo
awo
•700
.1700, •700
-1100
-roo
-voo
a
T�,
3320 37516
•700
-two
•700
.9901-MO
-Mo
.roo
aoo
SMdad Catlp
26SIT -M201
•700
awo
.m0
•iw0i.m0
awo
•m0
-1100
Egoiue
c__Sa.
M517-25516
--
2o5,7. ns,s
.ma
- -,Go
•700
.1100
- -
-ltoo
•700
----
-two aoo
--L-
-Imoro
.o
-n oo
•700
isool.700
.1lao
ao.o
:voo
s,a,+mdPmim
17517-20515
voo
4100
•700
.1loot +roo
4100
-700
.1+00
r _Sa.
uSIT . vsle
v00
awoae
aoo
awol voo
-uoo
•
-voo
oamin s
1251T. N516
.7.0
m
.Io
•o
ro
wo -,.o •ro
-1100
•mv
roa
71m.0
stmnl
737T-12516
-700
ato0
•roo
.1100;.700
.110.0
•700
-1100
TO.,
30517.31.61e
.700
.Iwo
•700
-Iwaj+roo
a100
•700
.noo
SlatlMd CGUap
31517-35.510
+700
a100
•Too
.110.0 1 •roo
-1100
+roo
-1100
Egacw
W517-31510
-700
a0.0
•roo
.1100i+700
14100
+m0
at00
Slenb,d Pw
73SIT. 76Sig
•roo
-1100
•roo
-Iwa, •ro.0
-Ifoo
•70.0
-IIDO
.2
C,alan San
20517. mst6
•700
.1100
.m0
two! -Too
.1100
•roo
.n00
r•-•an SM.
-c,.ldlfell,
17%7-20516
-ITiie
+700
.Too
.f100
-100
•700
.7oa
.11001 •700
.40o71 •7aa
-1100
.itoo
.m0
_amo
71100
-iloo
Galem Sue
007-te516
+roo
a100
000
awo •roo
.1100
•roo
-I,o.O
stets,
1586:-13010
+roo
-noo
•700
-n00i.700
.1100
•700
a100
r.1e11
.517 -
•700
,1100
•roll
..100! M.o
.noo
.700
a100
_
Gn--.
36SIT -.SIG
•Ta0
.'too
-Too
-n00 .roa
Ila.
•roa
4100
EmM
355IT. 39516
.700
-1100
•700
-1100 .700
.11410
-MO
.1100
75
Q61a11SM.
32511-35LG
voo
.1100
.roo
.two .roo
.1100
•700
-uoo
Sund,nl Pm
29517. 32516
•700
.1t00
.700
-Ila* .roo
.f10o
•roo
.110o
C.a,.,n Sae
26517.29510
•700
4100
•700
.110.01+0
m
4100
•roo
-1,0a
Slv,est
24861.26516
.700
4100
•700
4100,-10.0
.1100
.700
1100
Egd4e
38517 e1.644
•roil-noo
aoo
-1106 •m0
-'too
•RO
-1I00
w
�mm sae
SSsn.aas+s
voo
-noo
•roo
4wo•.ma
.two
.roe•.two
s-etlepl v
3386.. 3s s6
voo
moo
•roo
a1901•70.0
.1100
•700
.two
rote
T.Iel,
- e,w
.70,0
-ne0
•700
400i •roo
-two
-MO-Iwo.
ACC I M 11.Anttl 1UrVKAN6KUKGKVUPAN000ANIIIY
' MIN. SASH HEIGHT - WINDOW BUCK HEIGHT - 50.136
(APPLIES TO ANY HEIGHT 91.7W OR LESS)
Ole. Trw
1181e
a.N1.Lwi
a
aalem sasn
Oey pu b5,•+,
ft,,WQlW
+t•,am si o
Sash"l
Rape fell
DKIp nPreKure lhe/8a
VltfdorB
;, W,A000
16
2e 32
a
e0
R
52 125
51
235
Eou,Ftle
11394
•Mo
-Iva
•700
•f q0 .roD
to
•TOO
IN
-1w0
•m.0
-1100
.roo
-IWO
•700
two
• 'a
-1100
56 dMd GolUOe
/�517. 15870
•m0
-1f00
•m0
-S1a0 •m0
-iq0
•1q0
+m0
-1f00
•m0
-iq0
•7no
-+qo
•700
-f I00
28
E`,` .
11561 I4.518
•700
awo
•7D0
-I MO •ro0
-1,00
•roo
-1100
.roo
.1100
•roo
-,q.0
•M0
-1we
.100
-mo
1,3n $15m
•roa
-1100
•m..
4 0 .roo
awo
•roo
-„00
•7oa
.1100
•roa
awo
•roo
-"a
.m.o
.noo
V_
MSIT. 25196
.roo
.1100
voo
-110.01•700
.1q0
•Too
awo
-MO
1100
•roa
-1w0
-MO
-1100
•700
.1100
S,wdc t"..
2oua a5%
-MO
-IWO
-700
.,*a' .).a
4qa
•m0
awo
•roo
-Ilan
-Me
awo
•roo
-1100
.roo
4100
37375
Eqw ;
17517.20957
.700
.1100
•700
awo +mo
-1100
•roo
.1qo
.roo
.1100
.roo
.1100
-MO
4wo
-MO
.7090
s,.,mdP+w.w
+e SO - It 6.
•roo
-1100
M.
-,..a -no
-Iwo
•m.o
-Iwo
.ma
-noo
.mo
-11F
-mo
-+roo
•roo
-,qo
Sf..1a1
11377. Ie iq
700
-noo
• 000
.1100 •roo
1 0
•700
awo
-MO
-11001
•700
.1190
•m.0
-mzo
.700
-1010
Tew
n5e3. 31 en
.roo
.1100
•70.0
amo •roo
.1100
.TOO
4100
.roo
4100
.700
-090
-MO
.no
.Ro
Me
c__Sa.
263n-27552
.roo
-noo
.ma
.110o +roo
-noo
•]00
-1100
.700
-,m0
+700
-II00
.roo
.1100
•roo
-two
S 5comp
235,7-255te
.700
-noo
•710
amo +m0
-1w.0
.roa
.110.0
•ma
-1100
.roo
-1100
.70.0
-noo
;TOO
-,me
u
Efa01N.
2osn-z3sle
.mo
axio
•Tao
olio .roo
-+lao
.mo
-two
•roo
-uoo
•100
-Iwa
*MO
awo
.ro.a
-1xio
Stwea Pro/nn
IT517 20.516
•ma
.1100
•70.0
.1100 •700
-noo
•roo
.two
•roo
.1100
•70.0
-noo
•roo
-noo
•70.0
.two
G 1_Sa.
14 517-lr 5%
.roo
-1100
-MO
.1100! MO
4100
•roo
-Imo
•roo
-1100
•700
.1100
.700
.noo
•roo
-1100
slew
I1377 uSq
.700
.ne0
-me
awo •roo
-Iwo
•Too
awo
.roo
.110..roo
.noo
•mo
4oro
•roo
-Imo
7.esl
rsM.as 9n
.700
a1a.0
.700
410.0;.700
4wo
.700
aw.0
+roo
.1100
.roo
a90
•roo
-930
+roo
aoo
s1.,m1'd cal.ae
2e5t7.31SM
.Ro
-1w.0
.700
4100 •roo
-TWO
.roo
-100
•700
-nao
•roo
awo
•700
-IMO
•700
-Ina
Eq .w.
m517.20518
.roo
.1100
.Ro
awo .roo
-1100
•roo
-IWO
-MO
-noo
•mv
amo
•roo
awo
.roo
-two
ee
Sw Pfg..w
t75tT-ASw
+m0
.1100
•70.0
-Iwo .m0
-tt00
.roo
-1100
.700
.1100
•7001a100
•MO
.+roo
•roo
.1100
Ca _S..
14517 I75w
.roa
-noo
•roe
-1qo .roo
-1100
•700
IWO
.roo
.110.0
.roo
a100
•roo
-txia
.roo
tmo
C] _sa.
1:517-Usq
•700
noo
•roa
-Itoo .roo
-noo
+roo
410o
•roo
.1100
.roo
amo
•roo
-noo
.roo
-noo
Z
Saaw
nm-T2.51e
•Tan
awo
•700
4190+m0
awo
voo
.IWO
-MO
at00
•roo
-nao
•roo
-1100
.roa
-noo
T1W
33M v.sw
•roo
-noo
•100
-11001 .ma
-nu.o
.700
awo
•roo
-1100
.roo
ago
•700
.wa
•700
boo
SW.lMd fanOe
m511-Mm]
•roo1w0
•T0.0
-f q.0 •roo
-Iwo
•m0
-1w0
.700
-1100
-MR!
.1100
•me
.t+oo
+roo
-1f00
y
Egw.Mn
23517.2e5s
.roo
-two
.700
.n0o,•mo
-++oo
•roo
awo
•700
olio
•roo
noo
•m0
amo
•roo
-noo
agar
nafa„sa.
2os7.735w
•roo
.nao
an0Ko
mv
-nos
•roo
.1
•roo
.1100
•m0
1100
•roo
v00
.roo
-noo
SLt„dsd Plae
17 SIT -205w
.roo
4100
•roo700
-two
.roo
-iw0
•roo.1100
•rooa100
•roo
-11ao
•700
a1o0
c__5a.
14517.175%
+700
.1100
•RUroo
4roo
.ron
-two
•roo
aI00
.roo
-noo
•700
4100
+rou
-n00
+zs+7-use
.roo
-noo
vo.oroo
awo
.m.o
axio
•roo
-1100
•M01n0-0
.roo
.noo
.roo
-nao
snide.,
11m 125w
•R0
-uoo
.roo
-1100, •70
-Iwa
•roo
4100
•roo
-Ua01.700{-n00
.700
-1100
+roo
.eoo
I.,-
3e517.AIW
.700
.1100
•roo
.1100ero0
-Iwa
.700
awo
-Too
atOD
•7001.1100
•ro0
.1100
.700
-ws1
Stmn dWtg
31517 36.5%
+700
4100
•700
-1100.700
4100
+700
-1100
•roo
.1100
•MO1.1100
•roo
-1085
•700
-Imo
EgdV.
--- _. ..
51afCYa Prgee+.
M517.31SIG
3 -"
2]51]-26.516
.roo
"
-MO
"a
_. _..-
-I..o
•m0
+]00
.1la01+m0
- ._. -M
.1 w0 .ro.0
•1100
a100
+m0
•20.0
awo
1 _
awo
.m0
._.
-mo
.1100
_..-
.I100
+m0
___.
.roo
""
-n0.0
•700
•m0
-Ia7.0
-1t00
.Mo
.700
a02a
4152
G2
(:+atan Sue
w517.235q
.m0
.1tao
- .0
-1 l001.700
4100
•700
-IWO
.700
-IWO
•ma
4w0
•ma
.1100
-10.
-%Ol.O
palaa Sae
17517-20sw
.roo
amo
voo
awo •roo
- 00
•ma
-,we
•100
mo
•roal
nae
voo
ama
aoo
-109a
e>ata,+Sae
14517-17 SIG.700
.noo
•70.0
agai.m0
.1100.1100am
0
.700
o
•o
ro
.Imo
.m01-ims
•roo
am5
.700
-tool
c..la0sf..
tmn usw
.roo
.nos
-MbI
awo.+roo
-102
•roa
a01317
+100
.97.1
.70.0
at:
.roo
-Me
•700
ate
SI *O
nee• 13010
•700
-1100
aoo,-sxio
•roo
.1me
•100
.0]0
.roo
.033
.roo
001
.7001
go
.mo,
400
TIrocI
39517.41 e..+
•roo
.1100
•mD
1 .t w0i•700
-two
•700
.1100
•roo
-1100
-700
-1100
•700
.1015
•roo
d160
Cavan Sae
3651T-39510
•100
-,MO-Ma,
aq0' •roo
.Iwa
•roo
we[
•wa
.,,.a
-no
-mo
•roo
.tact
+roU
-m-
E91W.
35517.38 SIG
+roo
.Iwo
•700
.100 •roo
.1I00
•roo
.1,00
•700
4t00
•roo
.,too
•roo
-INe
-m0
450
75
C-S..
32517�35Sill
•7001.1100
•700
.two +roo
-Iwa
.ro.e
awe
•roo
a100
•700
awo
.700
am7
.700
as2
51a„Md Rwrn
C.n+on Size
Z8517.32518
m517.a 5t0
•m0�-1
•Mo 1aw0
t00
•740
•roo
.1.0;.700
aq0 .roo
-Iro0
-1019
•roo
•roo
-1 qa
-1me
•roo
•7oa
-1f00
M - 9
•roo
•roo
-1008
gat
•709
•m0
.1010
-04
.roo
+700
MI
ae•
57ofe.t
2e 651-75.516
•I00
-1w0
•700
.1100! •m0
-V45
•roo
-W +
•roo
-06e
•100
ate
•706
-W..e
+roo
a24
Egz6
3851T-41AAA
-Too
-1w0
•m0
.1 to01.70a
-Iwo
•700
-fq0
•roo
1
-1m8
•roo
.961
.roo
al.ta
onion sae
as517->asle
+roo
-uoo
woo
aqo .roo
-,m0
•roo
aa2e
•roosee
.roo
-98e
•roo
-.1.700
.1 MO .r0000ze
.roo
-er
•roo
jV3
17.
aof
•roo
.wa
.roo
aoo
ela.a
.M.o
-1100.7oa-.0;
•roo
.woe•roo
a10
.roa
W 1
.10.0
moo I
•roo
-goof
LEV
SASH
HEIGHT
1 GLASS TYPES 9 THROUGH
16 MAY NOT BE usEo WITH PRODUCT REVISED
J-CHANNEL OR INTEGRAL
FIN FRAMES as comWing wNh the Florida
SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Coft
MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOA• Ma. 20.0401.03
(APPLIES TO ANY HEIGHT 91.78- OR LESS) `i.,t ] ReIi91a1: E -ration Date: 7130f2025
o LY`�'��:'- ''; C) SASH HEIGHT CORRECTION. yayt,
.tn� AK - 03/10/20 Mia ode Pmducpe IaroI
N0. utQi -
NOTES:
:_ _
B
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
: --•
LY�
1D7oTEtammoGYDRIVE
D S GN PRESSURE TABLES
ROSOWSKI
-.1-�-•'- J .13.•ZC
��
N. VENICE, FL 34275
_
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
'• 7'I �'1 - \,
(941HW1600
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
� 0; 1'7 A ` "�vG \
S.Ifp �adf�
ScaSs
Sheet
D-11Go N.
Rer
ON THE TABLE.
A LYIiIII I��.�%2, P.E.
SH-5500
NTS
7 OF 13
MD-SH5500-01
C
P.E.T75W05
REGISTRATION B
3.500'
.062,
1.483"
J-CHANNEL FRAME
.625" 11 1 HEADIJAMB
I j
3.483^ ----�{
a�- .D62"
2.444"
o
.625" J-CHANNEL
1.375" 15 FRAME SILL
1
.I
f
3.500' ___-._-_ ____ 3.500' -
-+�f •�- 062'062" --��+- .062'
1.483' 1.483" 1.483'
'625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME
T- (J HEADIJAMS 1.37 0 HEADIJAMB 04 HEADIJAMB
T I_
3.483"
Di-- .062"
2.444"
U �
o _L
ANGE
\J FRAME SILL
3.483'
D2.444'
375^I; O FIN FRAME
''Lill SILL
L
-_-- 3.483"
0� .062" � I
2.444'
I�
CEQUALLEG
� FRAME SILL
I� .71.71S'
LIGHT SASH
REINFORCEMENT
070" - 4 -
.7�_�9�r�1' 1.036'
-�-{U 1.331- ui 1
OSTANDARD
MEETING RAIL
REINFORCEMENT
-�� 1.184'I-+-
L
wo"
810 U
.150"
HD SASH
25 REINFORCEMENT
TT 070'
1.Oli'
.130"
-+{ 1.340" �-
C1) HD MEETING RAIL
27 REINFORCEMENT
1.872" --I r 1.641" --1 i
- _ ---►I 1.215' --1 2.100' -- -�� 1.47T �I 1.565"
1.630" I �L. --�' L376" �•f-� 1 '� - 2.176^ Iul
.065" -y o El
.065" - 1.375' 1 I _I_r� j I r �1
e 974" I 59p• �f�((�� ' .471' .347'
-- .035" �A- .355" _� ._ U 0" l .D50"-- .590^
-r� 1,231' I+-.. --�.j tow I--- � .060" -' � � � .070'��_..j
14 MEETING RAIL 16 SASH RAIL 17 COVER
18 SCREW COVER C9� INTERLOCK 20 INTERLOCK RAIL/ LIFT RAIL LIFT BEVELED
COVER 21 INTERLOCKBE1 O INTERLOCK COVER
PRODUCT REVISED
as eomplying with the FWdda
BuNdlnp lode
NOw-No. 20-0401.03
' I R.rimon: Expiration out 7/3012025
.316" ---i (�- .300• .-��- :'.•�QS..i {l•in...<i I�
6s4" 17s S �y \ '� ;'• ' �tc1:<:;;; .':ice - C) NO CHANGES THIS SHEET. By: Gd"�Gd u
- ju.T 1
.754" (1.750" %' AK - 03/10/20 �n"ade Froftcks�tnm
7 LJ
T -F-� 025 --ice ^ ' r 1o7oTECH1tOLDGrDmvE WINDOW EXTRUSIONS J ROSOWSKI
IAMI IG ( EXTRUDED ROLLED i .'� �(/S�pC I�
72 BEADING �� SCREEN FRAME B1 SCREEN FRAME N. VENICE, FL 34275
�''•'-<: •::C:•,.' \� (941}480.160D TRW D.M
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
swi-Im-f t Isow I se.t I 0-;, l Na R-,
A LYNN MILLER, RE SH-5500 NTS 11 OF 13 MD-SH5500-01 C
P.E.# 68705 REGISTRATION Lt29298
TAM F —
Bill of Material
#
Part #
Description
Material
1
620101
Single Hung Frame Head & Jambs - J-Channel
PVC
2
620102
Single Hung Frame Head & Jambs - Flange
PVC
3
620103
Single Hung Frame Head & Jambs - Fin
PVC
4
620104
Single Hung Frame Head & Jambs - Equal LeglBox
PVC
5
620105
SHIDH Frame Sill - J-Channel
PVC
6
620106
SHIDH Frame Sill - Flange
PVC
7
620107
SHIDH Frame Sill - Fin
PVC
8
620108
SHIDH Frame Sig - Equal LeglBox
PVC
14
620131
Fixed Meeting Rail
PVC
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cover
PVC
18
620133
Sash Stop/Screw Corer
PVC
19
620156
Pull Rail Interlock
6005 TS AI
20
620144
Pull Rail htedock Cover
PVC
21
620157
Beveled Interlock
6005 T5 Al
22
620145
Berelad Intelock Cover
PVC
23
620160
Light Sash Reinforcement
6063 16 AI
25
620152
HD Sash Reinforcement
6063 T6 AI
26
620153
Standard Meeting Rail Reinforcement
6005 % AI
27
62DI64
HD Meeting Rail Reinforcement
6005 TS AI
30
61644
Weatherstrip, .187" x .270" Fin Pile
31
60300
Weatherstrip, .lW' x .30T Foam Bulb
Flex PVC
32
61719
Weatherstrip, .187" x .220' Poly Pile
33
61825
Weatherstrip Plug, .22D" Finseal
35
78X1MTTT
#8 x 1" Ph. PH SDS (Interlock Mounting Screw)
36
78)GTHPX
#8 x 3' Ph. PH SMS (Meeting Rail Screw)
41O SS
37
71669SP
Meeting Rail Screw Support Plate
6063 T6 Al
38
720210
Weep Hole Cowr
PVC
40
720X00=
Constant Force Balance
41
#8 x 3/4" Ph. FH SMS (Con. Face Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
4A
78X114FPAX
#8 x 1-114" Ph. FH SMS (Spiral Balance Screw)
41O SS
Part #
Description
Material
76
Kommerling 4SG TPS Spacer System
77
Quanex Super Spacer nXF with Hot Meft Butyl
See this
78
Quanex Duraseal Spacer
Sheet for
Materials
79
Cardinal XL Edge Spacer
TART F 17 rCWT
Bill of Material, cunt
#
Part #
Description
Material
45
2019
Auto Lock hanism
C Steel
46
720198&9
Sweep Lack
Cast Zinc,
47
720195&6
Auto Lock Corer Assembly
Cast zinc
48
76XI18OPTX
#6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw)
SS
49
720200
Auto and Sweep Look Keeper
Cast Znc
50
?76X34PPA
#6 x 314' PH. PH SDS (Keeper Screw)
SS
51
420181 UR
Beveled Tilt Latch Comer Key
PVC
52
420182 UR
Pug Rail Tilt Latch Corner Key
PVC
53
7634PHFL
#6 x 3/4" Ph. FH SDS (Comer Key Screw)
SS
54
420183
Tilt Latch
PVC
55
420184
Tut Latch Retainer
PVC
56
720207
1" Tilt Latch Spring
SS
57
420186
Plastic Tilt Latch Finger Pull
PVC
58
720192
Metal Tilt Latch Finger Pull
Cast Zim
59
420180
PW Bar Comer Key
PVC
60
720206
jPivot Bar
SS
63
720191
Sash Pull Handle
Cast Znc
64
720194
Sash Pull Handle With Latch Assembly
Cast Znc
65
7834FPT
#8 x 314" Ph. FH SDS (Pull Handle Screw)
SS
66
420188
Bottom Latch Strike Plate
Cast Znc
67
?7858B
#8 x 5/8" Ph. FH SMS (Strike Plate Screw)
SS
72
720135
Lami I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
75
71646N fSetting
Block (7/8" x i" x 1/8"), 85 +/- 5 due.
EPDM
80
61012
Extruded Screen Frame
Alum
81
61011
Roll -Formed Screen Frame
Alum
82
7CKGL821
Screen Confer Key for Extruded Frame X 4
PVC
83
47042
Screen Comer Key with Pug Ring X 2
PVC
84
47041
Screen Comer Key without Pug Ring X 2
PVC
85
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87 1
61635161614
.14(" Screen Spline (Machme/Hand Rolled)
Vinyl
!NOTES_
1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
2) ITEMS 9 9-13. 15, 24, 28. 29, 34, 39. 61. 62. W71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
STI
POLYISO
WITH 0
EXT
STRUCTURAL
SILICONE
1/4" NOW FOAM
WITH
DESICCANT
EXT GLASS—./
NT. GLASS <////�
-MELT BUM
—3116" NOM.
INT. GLASS
K_ODISPACE_ SUPER
7a 4SG TPS 77 SPACERUNXTT"
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE 5116" NOM.
5/16" NOM-- SEAL
BUTYL & �I SILICONE SEAL
DESICCANT ROLLFORM
-E
FOAM STALESSSTEEXT. GLASS - �EX. GLASSY A �! I
—INT. GLASS '<� \—INT. GLASS
7B DURASEAL® 7a XL EDGE"'
SPACER SPACER
PRODUCT REVISED
as x:om with the Florida
BW{dinp a
HOA-Ho. 204MO1.03
arm , •
C) ADDED BACKBEDDING.
Expiration Date: 7/30/2025
AK - 03/10/20
J
Y .r Dade Producj 6o ro1
_ •;
e
Drown BY'
1070TECHNOLOGYDRIVE
BILL OF MATERIAL (BOM)
J ROSOWSKI
Q.. '- L. •_..
K V9NICE. R 312T5
`YJ;
TOW
SINGLE HUNG WINDOW INSTALLATION - LM
OOEc
05/15/15
A MIUfER,
�NTcS
9�12
LYNN P;E
RAT86
O#29
SfiH-t5500
OF
MD-S�H•
550-01
CPessa7o5
OPT. SWEEP LOCK
6 OPT. AUTO LOCK
20
El )OR 58
46
51 OR 52
c-
46
RAIL
OPT PULLL 22 *OR(84') ' ,--0.2
19 INTERLOCK &
COVER
87
35
BEVELED
MITERED FRAME WITH27 INTERLOCK
INTERIOR AND EXTERIOR <1 & COVER Ll
FRAME WELDS
BALANCE
OPT- PULL HANDLE
WITH LATCH
SASH
ASSEMBLY
DETAILS
OPT. PULL
HANDLE,
EXTERIOR
C?
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
.. ....
PRODUCT REVISED
----- --- - -
iith the Fockno
aidmt%w
FRAME
----- --------------
--
---------
NOA-No. 2040401.03
ASSEMBLY
�"4"j
ton1.prstion
Dot 713012025
_'tJ
DETAILS
C) NO CHANGES THIS SHEET.
By: awtd��-tw
� t
AK - 0311 Ot2O
ad* lbrodu"trol
UTERIP11
m
%/ W (o
IOMTECHNMOGYDR-
N. VISNICE, FL 3Q75
EXPLODED ASSEMBLY
omm W.
J ROSOWSKI
1) SOME PARTSIOPTIONS
AT
(941)4M)4W0
Dab:
NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN. PARTS tl I & 5. OTHER FRAME TYPES APPLY
SINGLE HUNG WINDOW INSTALLATION LM 05/15/15
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7.
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS.
A. Llyrila ai P.E.
sartas
SH-5500 'NTS I '13 OF 13
1 &MD-SH5500-01
P EmX 587115
RE 029M