HomeMy WebLinkAboutNOA; Series SH-5500 PVC Single Hung WindowMIAMI-MADE MIAMI DADE COUNTY, FLORIDA
• PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM",
sheets 1 through 13 of 13, dated 05115115, 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 ofAcceptance 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
T71161,20 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 Hung 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, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0 714.03)
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 sealed 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 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 51b
Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.15-0519.05)
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 Interlayers" 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 511 Edition (2014) and FBC'
6t1 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed 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. 16-0 714.03)
4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
y Jaime Gascon, P.E., Supervisor, Product Control Se
(Submitted under NOA No.15-0519.05)
Manuel Perez, P.E.
Product Control Exa
NOA No. 20-0C
Expiration Date: July 3
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 Idahnis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 711
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® XtraTM (SG" 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 71 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.
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
EXAMPLE.FOR 28.1/8" MAX.O,C.
RADIUS -TOP �•+ 54' MAX. BUCK WIDTH
HEADER ALA Y2" MAX. FROM �-EI, SEEIIII
FORALL FRAME SEAM 30' 12"MAX.
WINDOWTYPES) SHEETS ~I MAX. O.C.
S. SEE 30" MAX. O.C.12• MAX SHEET3 —I , FIXED VISIBA, SEE ILE 12�'
SHEET3 LIGHTWIDTH
B. SEE
A, SEE -
SHEET3 12"MAX. ) FIXED SHEET3
/ + EQUALLY I I / 1LIGHT 17-7/8 MAX. O.C. A SEE
EQUALLY � 17-7/8" MAX. O.C. SPACED � SHEEi3F
ANCHORSPER HEIGHT
SPACED EQUALLY
TABLES'9.11 I �-
ANCHORSPER O I / I / 91.X. SPACED
TABLES 9-11 O i I MAX. ANCHORS PER
84" BUCK TABLES 9.11
T MAX. �— HEIGHT
_ 4 10"MAX. O.C. BUrK X i i 4 MAX. O.C.
HEIGHT
X I
EQUALLY 13-3/4"MAX. O.C. EQUALLY SASH , 13-3/4" MAX O.� I% /
SPACED Iy SPACED I / VISIBLE �_ SPACED
ANCHORS PER ANCHORS PER C. EQUALLY
LIGHT ANCHORS PER
TABLES 9-11 ./ A I 'TABLBs 9-11/ HEIGHT A� TABLES 9-11
'%6.12MAX
B� INOANCHORS AT SILL BJNO ANCHORS AT SILL I B_
SEESILLWEEP- I NEESILLWEEP-
- 54" MAX. SUCK WIDTH -NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS,
SHEET LIGHT WIDTH SHEET3
ELEVATION FOR TYR EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION
21-5/8" ANCHORAGE EXAMPLE
MAX. O.C. FORARCH-TOP
HEADER (SIM. FORALL
WINDOWTYPES)
/ 111004 MAX. FROM
DESIGN PRESSURE RATING
IMPACT RATING
VARIES PER REINFORCEMENT
LEVEL, SEE SHEETS 6-7
LARGE A SMALL MISSILE
IMPACT RESISTANT
/ FRAME SEAM D, SEE
SHEET4
30" MAX. D.C.+ 12. MAX. C. SEE
SHEET4
52.1/8" MAX. BUCK WIDTH
SEESHEETS r 1-1/4'
8 & 9 y
12° MAX.
/ 17-7�8°MAX.O,C.
I i 84"
MAXOI BUCK
A. I HEIGHT
X ! 10" MAX.IO.C. /� - AS SHOWN
HEIGHT
- ! 1 MAX)
Ij 13.3/4" MAX. O.C.
SEE SHEETS J / IC
A 8&9 I
16.112" MAX ,
SEESILLWEEP- D+---� IAM' --►{-" M EESILLWEEP-
54" MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS
SHEET3 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 DIMENSIONS FOR OTHER CONFIGURATIONS)
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).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE = IN THE HVHZ THE OUTBOARD LITE (CAP) MUSTTEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI+DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER,ANCHOR TYPE.
4).AIL WOOD BUCKS LESS THAN 1-1/2' TH1 K ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AG.2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
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
SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE,OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. Cc
GENERAL NOTES ................................................. I
ELEVATIONS.........................................................
1
FRAME. GLASS & ANCHOR OPTIONS.................2
INSTALLATION, FLANGE & EQUAL LEGBOX.::..3
INSTALLATION, INTEGRAL FIN & J-CHANNEL-
4
GLAZING DETAILS................................................5
DESIGN PRESSURES .............. ........:...:...............
6-7
ANCHOR QUANTITIES .........................................
MO
EXTRUSION PROFILES ........................................
11
ASSEMBLY & PARTS LIST ...................................
12-13
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PERASTM E1S00.
• .2020 FLORIDA BUILDING CODE (FBC), 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 E13OD•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
• ANSI/AF&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 CODEAND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION.
. AISI SlOD-16
1.0) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA;'DEWALTULTRACON+ NOA;ELCOIDEWALT CRE7EFLEX NOA; ELCOIDEWALTAGGRE-GATOR NOA: ENERGI WINDOW AND
. AISC 360-16
DOOR PROFILES; LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;
NATIONAL SPECIFICATION) SIIAF&PA NOS ALUMINUMDESIGN MANUAL
, LYNN
APPLICABLE EGRESSREQUIREMENTS TO BE REVITEWED BY BUILDING OFFICIAL
���• '
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
)'IcFJvsF
Q,•' •:��
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.
_.: No. 58705
3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
= ;�
PRESSURE FROM TABLES 4.9. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
OPENING OBTAINED IN STEP 1.
`
7 /�
1070TECHNOLOGYDRIVE
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR
l)
% Q '• S TE OF ' •
N. VENICE, FL 94275
YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET.
: 'n �'•
847 0.1600
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
`
/ /p
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (4-CHANNEL. FLANGE,
�VNN MILf�tQ• P E
INTEGRAL FIN OR EQUAL.LEGBOX).
P.EH 58705
REGISTRATION829296
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE TABLE.
AK - 03/10/20
PRODUCT REVISED
as complyyi1ng with the Florida
Building lode
NOA-No. 20-0401.03
Ex Irotlon Data:-07130/2025
By: �
Miam Cade Produe� trol
DwalpBon: `�••
GENERAL NOTES & ELEVATION J ROSOWSKI
num
'INGLE HUNG WINDOW INSTALLATION - LM 05/15/15
SH-5500 NTS 1 1 OF 13 1 MD-SH5500-01 C
TABLE 1: ALLOWABLE GLASS TYPES
Glass
Type
Description
Description (Listed from Exteriorto Interior)
Design Pressure
# Sheet#
5
7/8" Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer
4, 5
6
6
7/8" Laminated I.G.: 1/8' T Exterior Cap + 7116' Air Space + 6116' Laminated; (2) Liles of 118" A Glass with i09O' PVB Intedayer
4,6
6
7
7/8' Laminated I.G.: 3116' A Exterior Cap +318' Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .090" PVB Intedayer
4,6
6
8
7/8" Laminated I.G.: 3116' T Exterior Cap + 3/8" Air Spaca + 5/16' Laminated; (2) Lites of 1/S" A Glass with .090' PVB Intedayer
4,6
6
9
7/B" Laminated LG.: 1/8" A Exterior Cap + 7/16' Air Spate + 5116" Laminated; (2) Liles of 11W H Glass with .090" SG Intedayer
7
7
10
7/8' Laminated I.G.: 118' T Exterior Cap + 7/16' Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090' SG Intedayer
7
7
11
7/8" Laminated I.G.: 3116' A Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Liles of 1/8' H Glass with .090' SG Intedayer
7 -
7
12
7/8' Laminated I.G.: 3/18' T Exterior Cap 3/8" Air Space + 6/16" Laminated; (2) Liles of 118" H Glass with .090' SG Intedayer
7
7
13
718" Laminated I.G.: 118" A Exterior Cap+ 5116' Air Space + 7/16' Laminated; (2) Liles of 9/16' A Glass with .090' SG Intedayer
8
7
14
Wil" Laminated I.G.: 1/6" T Exterior Cap + StIS' Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer
8
7
15
7/8' Laminated I.G.: 3116' A Exterior Cap + 1/4' Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer
7
7
16
7/8" Laminated I.O.: 3116' T Eirtedor Cap+ 1/4' Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer
7
7
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge.
Distance
Min.
Embedmenr
A
910 SMS
(steel, 18.8 S.S.
or 410 S.S.)
P.T.ou ern Fine (SG=0.55)
41111f,
1 /8'
Steel, A36• _
318"
0.050"
Steel Stud, A653 Gr. 33•
318"
0.0451" (18 Ga.)
Aluminum, 6063-T5`
3/8"
0.050'
3116" steel Ultreoon or
Ultracon+
P.T. Southern Pine (SG=0.55)
7116"
1-3/8"
Concrete (min. 3 ksi)
1"
13/9"
3/16" steel Ultracon
Ungrouted'CMU, (ASTM G90)
2-1/2"
1-1/4"
3116'steel Ultmcon+
Ungrouted CMU, (ASTM G9D)
1"
171/4"
B
#12 SMS
(steel, I" S.S.
or 410 S.S.)
P.T. Southern Pine (SG--0.55)
9116"
1-318"
Steel, A36•
3/8"
0.050"
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5"
3/8"
0.063"
1/4" steel Ultracon or
Ultracon+
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
114" steel CreteBex
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1/4" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1"
13/8"
1/4" steel Ultracon
Concrete (min. 2.85'ksi)
1"
13/4"
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4"
C
1/4" steel Ultmcon+
Concrete (min. 3 ksi)
13Po5'
13/4"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
1/4." steel CreteBex
Concrete (min. 3.35 ksi)
1"1
1.314"
1/4" steel Ultraeon
Concrete (min. 2.85 ksi)
2-1/2"
13/4"
1/4" steel Ultracon+ -
Concrete (min. 3 ksi)
2-1/2'
1-3/4"
1/4" sleet Ultracon+
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4"
D
114" steel CreteBex
Concrete (min. 3.35ksi)
2-1/2"
13f4"
Ungrouted CMU, (ASTM C•90)
2-1/2'
1-1/4"
114- steel Aggre-Gator
Concrete min. 3.275 ksi
14/2"
"fir,
Grouted CMU, (ASTM G90)
Z.
Z.
TAR[ F_ 3' AI 10WARl F ANr.RnRC THRM MR THE INTFRRAI FIN
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Ernbedmenr
E
2-1/2" x .131" Common Ned
P.T. Southem Pine (SG=_55)
318"
2.7/18"
2.112" Ring -shank Roofing Nall
P.T Southern Pine (SG=.55)
316"
2-7116"
F
#10 Trosshead SMS
(s or 4100 SS.S:) S.S.
or 4.
P.T. Southern Pine (SG=.55)
112"
1318"
Aluminum, 6063-T5'
318"
0.050"
Steel Stud, Gr. 33'
Va"
0.0451" (18 GA.)
Steel, A36'
318"
0.050"
#12 SMS
(steel, SMS.S.
or 410 S.S.)
P.T. Southern Fire, (SG=.55)
9116.
1318"
Aluminum 6063-TS'
318"
0.063"
Steel Stud, Gr. 33'
318"
0.050,
Steel, A36'
318"
0-050,
• MIN, OF 3
THREADS
BEYOND THE
METAL.
SUBSTRATE.
"UNGROUTED
CMU'VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS.
MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE:
'GLASS TYPES 5, .7, 9.11. 13
& 15 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
Frame
Glass
Frame
Frame
Types
Options
Configsr
Shapes
Installation Options that may be used
(see Fig B)
(see Table 1)
(see Flg A)
(see Fig C)
'
....into 2X Woad Frame/Buckstdp -sheet 3, option 1
Flange
5 -16
Equal-Lite,
Ode[/PrWew
Square/Rect.,
Arch -Top 8
Through the frame
....into Concrete/CMU-sheet 3, option 2
, ...through 1X*Buckstrip into Concrete/CMU -sheet 3, option 3
(#2)
,
& Cottage
Radius -Top
. of the window.....
....into Metal - sheet 3, option 4
••••into 2X Wood Frame/Buckstrip - sheet 3, option.l
Box /
Equal -Leg
5 -16
Equal-Lite,
Oriel/Prodew
Square/Rect.,
Arch -Top &
Through the frame
....into Concrete/CMU -sheet 3, option 2
.... through IX Buckstrip into Concrete/CMU - sheet 3, option 3
(#4)
&Cottage
Radius -Tap
ofthe window ......
....into Metal -sheet 3, option 4
Through the
....into 2X Wood Frame/Buckstrip- sheet 4, option 5
J-Channel
Equal4ite,
Square/Rect.,
integral fin......
,,,.Into Metal - sheet 4, option 7
(#1)
5 - B
iew
OriCottage
8 Cetage
Arch -Top &
Radius Top
Through the frame
g
....into 2X Wood Frame/Buckstd sheet 4, option 6
p - p
Metal -sheet 4, option 8
of the w(ndow..........Into
Through the
....into 2X Wood FramelBuckstdp - sheet 4, option 5
Integral Fin
Equal-Lite,
SquarelRect.,integralfin......
....into Metal - sheet 4,.option 7
(l3)
5-8
Odel/Proview
& Cottage
Arch -Top &
Radius Top
Through the frame
....into 2X Wood Frame)Buckstrip -sheet 4, option 6
of the window..-...
Into Metal -sheet 4, option 8
EOUAL-LI7E ORIEL COTTAGE
{BUCK WIDTH
--•
BUCK WIDTHI--
BUCK WIDTHl
—
'7T-
l
-4
T
II-
i
RECTANGULAR
se
i�
i
RADIUS -TOP
ARCH•TOP
FIr_I mF Q. FRAME WDFC
O
ANNEL
J-CHIDA
INTEGRAL FIN
O
O
FLANGE
BOX OR EQUAL -LEG
"A" =ANNEALED
"W - HEAT STRENGTHENED
'T"=TEMPERED
'PVB". .090" TROSIFOL® PVB
BY KURARAY AMERICA, INC.
"SG"= .090, SENTRYGLASP
INTERLAYER BY KURARAY
AMERICA, INC.
Material
Min. Fy
Min. Fe
Steel Screw
.92 ksi
120 ksl
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco/DeWalt Agg'reGator6l_
57 ksi
96 ksi
Elco UltmConW
155 ksi
177 ksi
T16' DeWalt UllmCcn+®
117list
164 ksi
1/4" DeWall Ultmcon+®
410 SS ElcolDewalt CreleFlex®
148 ksi
127.4 list
164 ksi
189.7 ksi
6083-75 Aluminum
16 ksi
22 ksi
A36 Steel
T. ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED
PRODUCT REVISED
BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
as oompt& with the Florida
Rutlding CCoodde
AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10.
NOA-No. 20-0401.03
Revielan,�asF?,j�lf�'� C) REVISED ANCHOR TYPE
RI, lr:,tlRytan Ret® 07fi�
q. • .d`�
TABLE.
MI-M Dade P�roduuof 6o trot
w No. 58705 :: =
®
AK - 03/10/20
•
Deealption:
GLASS/ANCHORS/FRAME OPTIONS
Drown W.
J ROSOWSKI
1070 TECHNOLOGY DRIVE
� �
N. VENICE, M 34275
rium
.^LORIIII'..
SS \
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
SE���
A LSItltt MILLER,- I-
Ser(oa/Mcdek
SH-5500
Seale Sheet
NTS
2 OF 13
amdnq No.
MD-SH5500-01
Rer.
C
P.E.#68705
REGISTRATION #29298
f .
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2
INSTALLATION
ANCHORED THROUGH FRAME
OPTION 1
DIRECTLY INTO CONCRETE/CMU.
EDGE DISTANCE
ANCHORED THROUGH
EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
1/4" MAX SHIM
SEE NOTE 2, THIS SHEET.
T—
EMBEDMENT
FLANGE FRAME 1 j
EDGE
18
SHOWN—L
DISTANCE,i
DLL
�1/0 MAX
2
SHIM TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE, EMBEDMENTAND
EDGE
IIInIfIIIr
EMBEOMENTANDEDGE DISTANCE
PER
DISTANCE PER SUBSTRATE, SUBSTRATE,
-
UL
0
SEE TABLE 2, SHEET 2. SEE TABLE 2,
SHEET 2.
18
L
t9
CJ�
FIXED
VISIBLE
20 1
OPT. SASHTOP
LIFT RAIL
FL
FLANGE
FRAME
LIGHT
HEIGHT
i J
FOR ALL WINDOWS:
NOTES: SHOWN
j
49
48
1 ANCHOR @ 3.55"
FROM END'ANDAT
1) USE ONLY
21
CENTER.
SUBSTRATE -APPROPRIATE
O
D
22
FOR WINDOWS
ANCHORS LISTED ON TABLE 2,
72
OVER36"WIDE:
SHEET2. FOLLOW EMBEDMENT AND
0
ADD ADDITIONAL
EDGE DISTANCE LIMITS. ANY
14
45 46 47
SCREWS @16.i/8"
INSTALLATION OPTION SHOWN MAY
35
O
FROM END.
BE USED ON ANY SIDEOF THE
. o
FOR WINDOWS WITHWINDOW.
SUCK 50
O
76
BOTTOM LOCKS:
ADD ADDITIONAL
2) MASONRY ANCHORS BE
HEIGHT
SCREWS @ 8-3/8"
USED INTO WOOD AS PER TABLE 2,
85 �\
T--
FROM END,
SHEET 2. ALL WOOD BUCKS LESS
v
SASH
EXTERIOR
VISIBLE
LIGHT
HEIGHT
OPT. 86
(2)1" 81
30
INTERIOR 31
WEEP
NOTCHESAT 80
EACH END.
EQUAL -LEGS% ���OO
FRAME SHOWN . c
2r x 1.25"
WEEPHOLE
WICOVER@ -
2.87" FROM 36
9
EACH END. .. . .
VERTICAL SECTION B-B
BALANCE
TYPE VARIES
WITH SASH
WEIGHT
FIXED VISIBLE
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
SUCKSTRIP'INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET,
18 1/4"MAX SHIM �•I
SASH VISIBLE
LIGHT WIDTH
EXTERIOR
V
LIGHT WIDTH \ I EQUAL
SUCKWIDTH _ LEG/BOX
FRAMF
HORIZONTAL SECTION A A SHOWN
EMBEDMENT `
EDGE.
DISTANCE
TYP. ANCHOR
'
TYPE,
'
EMBEDMENT
*AND EDGE
DISTANCE PER
EDGE
SUBSTRATE,
• DISTANCE
SEE TABLE 2,
- :` .•a. �
SHEET 2.
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
1/4" MAX.
SHIM
THAN 1-12" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12"THICK-
USE EITHER
OR GREATER. 1X AND 2X BUCKS
LATCH OR
(WHEN USED) SHALL BE DESIGNED
84 BOTTOM LOCK
TO PROPERLY TRANSFER LOADS.TO
FLANGE
TESTED UNIT
THE STRUCTURE. WOOD BUCK
FRAME
LOCATION: 6.5/8"
DESIGRAND INSTALLATION IS THE
SHOWN
FROM SASH END.
`
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
1/4" MAX SHIM
#10 OR #12 STEEL 1 M" MAX
- SELF -DRILLING SHIM
SMS (G5), SEE
TABLE 2,
SHEET-2. �f�l
EQUAL U�
LEGIBOX
FRAME.
SHOW
SHOWN
EXTERIOR
3)'VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nn__ INSTALLATION
(ALSO REFERRED TO AS DAYLIGHT OPTION4 V OPTION4 PRODUCT REVISED
OPENING) MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH Bul dl gEGodoWkh the Florida
BEADING TOO BEADING.
NO ANCHORS
REQUIRED IN
VISIBLE LIGHT FORMULAS
FLANGE OR
EQUAL -LEG
WIDTH
FRAME SILLS
@SASH: BUCK WIDTH -6-12"
@ FIXED LITE. BUCK WIDTH' -4-3/8"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3-15116"
t t l I I 1 7 I! I FRAME INTO
METAL
FRAME INTO METAL
Rev/slon:
NOA-No. 20-0401.03
Ex Iratlon Date• 7130/2025
Ali L`(jL/N i��
V�OC
C) NO CHANGES THIS SHEET.
Br• u
AK - 03/10/20
Mlam Dade Produet 6o rol
,x ; No. 58705 n -
,
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
`
��•.• ST TE LU
FLANGE & EQUAL-LEG/BOX FRAMES
J ROSOWSKI
i��s'•.FCORiOp.''1�\?:
-(941)480.16W
TiDe:AL,
Date:
E���
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
' 111111
SeAee/ModeL•
Seale:
57ieeC
D.Wng No.
Rer.
A LYNN MILLER, P.E
SH-5500
NTS
30F 13
MD-SH5500-01
C
REGISTRATION#28296
P.E#58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE
ANCHORED THROUGH INTEGRAL i•-- EMBEDMENT NOTE 2, THIS SHEET.
FIN INTO 2X WOOD FRAME OR O 1/4" MAX SHIM
BUCK -STRIP. SEE NOTE 2, THIS EDGE DISTANCE
I'l
SHEET.iiB TYP. ANCHOR TYPE,
J-CHANNEL EMBEDMENT AND EDGE �IC44
SHOWNE 2.
FRAME' 1 DISTANPER TABLEUBSTRTE
n --r1 (SCREW SHOWN) BALANCE
FIXED'
VISIBLE
LIGHT
HEIGHT
BUCK FRI.R'
TVISI'.L.
HEIGHT
LIGHT
HEIGHT
LOPT. 86
)1" 81 31
INTERIOR
WEEP
NOTCHES AT gp.
EACH END.
7
INTEGRAL FIN
FRAME SHOWN
27•X 1.25" WEEPHOLE
38 WICOVER 6@ 2.87"
FROM EACH END,
TYP. ANCHOR TYPE;
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEE TABLE 3, SHEET 2. -r1
(SCREW SHOWN)
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2% WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, THIS SHEET.
INSTALLATION OPTION 5
ANCHORED THROUGH. INTEGRAL FIN
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS SHEET.
1;14MAX SHIM
SASH VISIBLE 1 -
LIGHT WIDTH
1/4" MAX SHIM
—TYPE VARIES
EDGE
42 WITH SASH
WEIGHT
C
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE
DISTANCE PER SUBSTRATE,
EXTERIOR
SEE TABLE 3.SHEET 2.
(NAIL SHOWN)
)
o
0 CJD�
FIXED VISIBLE
)I OPT. SASH TOP LIGHT WIDTH
J J-CHANNEL LIFT RAIL 1
FRAME
FORALL.WINDOWS: NOTES: SHOWN
1. ANCHOR @ 3.55" BUCK WIDTH
FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C
SUBSTRATE -APPROPRIATE
CENTER
FOR WINDOWS ANCHORS LISTED ON TABLES 2-& 3
OVER 36"WIDE: OF SHEET 2. FOLLOWEMBEDMENT 1/4"MAX
ADDADDITIONAL AND EDGE DISTANCE LIMITS. ANY SHIM
SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY
35 FROM END. BE USED ON ANY SIDE OF THE
FOR WINDOWS WITH WINDOW.
BOTTOM LOCKS:
ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE
SCREWS @ 8.3/8" USED INTO WOOD AS PER TABLE 2.
FROM END. SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1 /2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
USE EITHER UNIT IS INSTALLED DIRECTLY TO
LATCH (SHOWN) SUBSTRATE. WOOD BUCKS
OR BOTTOM DEPICTED AS 2X ARE 1-1/2" THICK
LOCK (SHEET 3). OR GREATER. 1X AND 2X BUCKS
69 TESTED UNIT (WHEN USED) SHALL BE DESIGNED
LOCATION:6.518• TO PROPERLY TRANSFER LOADS
FROM SASH END. TO THE STRUCTURE WOOD BUCK
DESIGN AND INSTALLATION IS THE
I- EDGE DISTANCE
II EMBEDMENT
TYP. ANCHOR TYPE,
INTEGRAL EMBEDMENT AND EDGE
FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3, SHEET 2.
SHOWN (NAIL SHOWN)
r FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES
ALSO FOR DADE-APPROVED MULLION
#10 OR#12 STEEL (.� 1/4" MAX:
-SELF-DRIWNG I SHIM
SMS (G5), SEE
TABLES 23, (-IQ
SHEET 2. 2. f 1
RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN LIIJ� o
NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN
REQUIRED IN FRAME
FIN AND/OR
FLANGE REMOVED
IN -FIELD
SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR
THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION 7
1/4^ MAX OPENING) IS MEASURED FROM ANCHORED THROUGH
--.... _ BEADING TO BEADING.
VERTICAL SECTION D-D
VISIBLE LIGHT FORMULAS
WIDTH
@SASH: BUCK WIDTH -6-11P"
@ FIXED LITE: BUCK WIDTH -4.3/8"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT12-3-15116"
11 I I I l l INTEGRAL FIN INTO METAL
` "c. L1GENgF .• i'il�i
No.58705 •�
rr :•
7D •(� 13 Q
o� •. S A g
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34215
�w\
{('s •F10RID1',.•'G�C��
(841}480-1600
'QNAL
A LYNNI�I1LER, 1.E
INSTALLATION
OPTION 8 PRODUCT REVISED
ANCHORED THROUGH FRAME INTO METAL as complying with the Florida
(INTEGRAL FINIFLANGE REMOVED) NOA-Ng Cods
OA-No. 20.0401.03
uc Ex Iratlon Dater 7/30/2025
C) REVISED DADE MULLION
NOTE. MI m Dade Produo�-Co trol
AK - 03/10/20
kscrfpfiom 1-CHANNEL & INTEGRAL FIN FRAMES Oman J ROBy:SOWSKI
ISINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1
NTS 1 4 OF' 13 1 MD-SH5500-01 I C
7/8" N
7/8" NO
I
7/6' NOM.
I
718" NOM.
-►{ 718"NO I+-
I I
5/16" A/A PVB
5/16" A/A
5/1.6" A/A PVB
5/16" A/A PVB
5116" H/H
7116" AIR SPACE
7/16" AIR
3/8" AIR SPACE
3/8" AIR SPACE
7/16" AIR
1/8"A GLASS
1/8"
3/16" A GLASS
3/16" T GLASS
1/8" A
aEXTERIOR
a EXTERIOR
a EXTERIOR
78.79
Ll
76-79
8.79
GLASS TYPE 5
GLASS TYPE 6
GLASS TYPE 7
GLASS TYPE 8.
GLASS TYPE 9
718" NOM.
-+-I 7/8" NOM.
I
718" NOM.
7/8" NOM.
7/8"NO
5/16" H/H SG
5/16" H/
5/16" H/H SG
7/16" A/
7116" A/
7/16" AIRSPACE
3/8" AIR
3/8" AIR SPACE
5116" AIR
5116" AIR
1/8" T GLASS
3/1G'
3/16." T GLASS
1/8"
1/8"
a EXTERIOR
a
a EXTERIOR
76-79
�[a
7&79
GLASS TYPE 10
GLASS TYPE 11
GLASS TYPE 12
GLASS TYPE 13
GLASS TYPE 14
7/6" NOM.
7/8" NOM..
7/16" A/A SG -
7/16" A/A SG
1/2'
NOM.GLASS
GLASS TYPES THROUGH
1/4" AIR SPACE
1/4" AIR SPACE
76-79
BITE
TYP.
' 16 MAY NOT BE USED
WRH J-CHANNEL OR
3/16" A GLASS
3116" T GLASS
72
74
a INTEGRAL FIN FRAMES
a EXTERIOR
aEXTERIOR
GLASS TYPES 5, 7, 9, 11, 13
78-78
7e-79
91
EXTERIOR
815 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
PRODUCT REVISED
Gl
75
a
GLASS TYPE 15
GLASS TYPE 16
as eomplying with the Florida
Buolding Code
Nu.:. 20-0401.03
38
30
ReWslow
Ex Iratlon Data• 7I32$
C) NO CHANGES THIS SHEET.
�����Ynll���ir���.
o
.- �icENse .; �� •�
AK - 03/10/20
Mlem Dnde Produef Go tml
• '' •a
• , •,
GLAZING NOTES:.
; No. 58705 ,n
®
TYP. GLAZING DETAIL
:A"=ANNEALED
"H'= HEAT STRENGTHENED
"T" = TEMPERED
- - _
- 0 '. ? �_
1070TECHNOLOGYDRO/E
Deso�lpflon:
GLAZING DETAILS
D_ W.
J ROSOWSKI
®
"PVB"=.09U"TROSIFOL PVB BY KURARAY AMERICA, INC.
•. J.? - (�.:'. (u
% O '. S e O
N. VENICE, FL 34275
_
"SG"=.090"SENTRYGLAS®BY KURARAYAMERICA, INC.•..�LOR,DM.•-�G�=�.:
�77�51{%lU/�L
(�1�ea16au
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET2.
%� �
Selte Leh
ScWw.
She &
D.W.9 N.
Rm
A LVIJtjMILILLA,P.E
SH-5500
NTS
5 OF 13
MD-SH5500-01
C
P.E.#58705
REGISTRATIONtM296
PVB
SPACE
T GLASS
aEXTERIOR
78.79
SPACE
A GLASS
EXTERIOR
78-78
A SG
SPACE
A GLASS
C] EXTERIOR
7679
SG,
SPACE
GLASS
aEXTERIOR
78-79
A SG
SPACE
aEXTERIOR
7fi-79
TABLE 4:
GUwTypes
5, a.7&8
Design Pressure, Ibs102
+1- 50.0
fthE Leval
R1
F07an whWvv & 6aan Sixes
ANCHOR GROUP AND QUANTITY.
EXTERIOR
UP
JAMB
SASH
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 5 6,7 & 8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
claw type
6
Re1N. Lmvel
e0lrmn sown
Onedp117n MPiwn
FanPo 49 WYWw
Re1PN Btnwn
Sann RNPid
rWtga(N)'
Design Pressure, lbsgl
Wapnv Buck
u W 48
Wwln(In)
52.175
23.5
EgmNte
11.3%
-A
.7DD
+65.0
-70.D
Sta T ulnye'
14.517. ISM
+65.0
700
4650
70.9
28
Eq "t.
111M-H9 Ui
45.0
-70.0
165o
-70.D
St9ednd Prydew
11.377. 11.682
46&0
•700
465,0
•70.0
TO.1
M.517-25286
.65.9
.70.0
+650
.70.0
Slen WWPa
20.558-MSiB
a65.0
•70D
a65.0
70.0
37.375
Equzfito
17.517. 20.957
465.0
•70.0
+65,0
•70A
SIa1LL NPmNew
f4.5J7-17316
455.0
•70.D
+WA
.70.0
smn6al
11.3n-14.516
a65.0
70D
+65.0
70A
T0.,t
27.583.31:971
.1...
700
Cmlan SU.
4650
-700
165.0
-70A
suw om1wa,26.516
4650
-70.0
4K.
-70.0
44
Equ mfs
.23.516
4650
•700
+65.0
-70.0
SIat dPiW w-205I8
4651
-70.0
465,D
-70.0
GYwlottl Slu
P26.517�27,58227.582
-17.318
485A
-70.0
465o
-70.0
Sldeal
.14.516
465A
-70D*110-700
W at
35.911
165D
•70A
4S.5D
-70.D
Slandtnf Caltage-31ZU
+6So
-70.0
♦65.0
.70.0
Eq."I.
.20516
465 D
.70.0
+U.0
-70.0
48
SlatkhNP.V-.20516
.65.0
204
"So
•70.0
Cmlml She
14.517,-17.616
465.0
-70.0'
.65.0
.70.0
Cmw Slze
12.517.14.516
455A
.700
*no
.70.0
Slwleal
11.3n. 12,516
165.0
.70.0
+U.O
-70.0
TW.t
33.208. 37.536
4650
70D
4650
J&0
s
SllM -1p
26.517.31207
165.0
-70.0
+65.0
•70A
EyiuHle
23.617-26SI6
a65D
.70.0
+U.D
-70.0
45625
Cmldtl Size
20.511-23.518
465D
-70.0
465.D
-70.0
sl.d.d Ptrniew
17.5n-20.SI6
4651
-70A
465.0
•70.0
Gmlam She
14617-17.516
165.0
.70.0
465.0
70.0
MaW SU.
12.517-14.516
165D
-70.o
463.D
.70.0
Swat
11.377.12.516
4U.0
.10D
40.0
•N.0
TO.[
36117.41.644
46"
•70D
465.0
•70.0
Slats WUge
31.517-35516
465.0
.700
465.0
.70.0
Eq.".
26.517-31.516
4650
-70.0
4UD
•70.0
SIa Pm m
23.617.26.616
+65g
-70D
40.0
•70.0
62
Gmtam She
20.51]•23.516
465..
-Ion
40.0
•1...
Mlml U.
17517-M516
465.0
-700
465:0
40.0
Cmlmn Size
14.517-17.616
465.0
.70.0
450
L8.1
Cmlvm fiha
131017.14.51E
465.0
-700
♦65.0
47A
Slwnwt
I1.854-13.016
165,0
•70.0
+65A
t 5
Ta.eal
30.517.41,644
465.0
•70.0
*851
•70.0
Cmlwn She
36.517-39316
40.0
•70.0
165.0
•70.0
Egtaaw.
MS,7.3sb16
40.0
.70.0
10.1
Jon
75
Cmmm Slze
3L617.35316
4U.0
-70D
4E5.0
.70.0
Stln dPvrdew
29.517-31516
40D
-70.0
+0,0
-710
C.t Size
26.517-29b16
465.0
.70.0
.65.0
47.3
Slwd.0
24D64-MIS
465.0
70D
465D1_4651
Egu m,
36b17-41D4
46So
•70o
a65.0
.70'.
84
Cmtzin She
n.517-30516
4SS0
-70.0
465..
b.3
Stanch MAnv
33.864-25.616
1650
.70D
+U.0
4A.5
91.78
Taant
- 4I.ea4
4U.0
•T00
+65.0
665
TABLE 6:
GlztaTypae
6,T&&
Design Pressure, Ibstn
+65.0l-70.0
Rein/.Laval
R2
Far.11 a4nd-and aasli sIz.
ANCHOR GROUP AND QUANTITY.
¶ )%1� EXTERIOR
JAMB v
SASH
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLYTO ALL FRAME TYPES &
CONFIGURATIONS) PRODUCT REVISED
II I h II
SEE TABLE 10, SHEET
9 FOR ANCHOR GROUP AND QUANTITY.
an comp yy ngg w t t o F o da
Building Codo
-MIN. SASH HEIGHT
(APPLIES TO ANY
= WINDOW BUCK HEIGHT- 50.136
HEIGHT 91.78" )
NOA-No. 20-0401.08
x
.. L.....
Revision;
@x Iratlon Dato• 7/3� 0/20Q$
Oka 7j%,�
C) SASH HEIGHT CORRECTION.
By
\
AK - 03/10/20
M..n Dade Produc",trcl
No. 5B705
•�
®
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
_
_ Sk'
•'IT XZ
�� 0 L0l�
1070 TECHNOLOGY DRIVE
N.VENICE,FL34276
Description:
DESIGN PRESSURE TABLES
Dn-a W.
J ROSOWSKI
2) FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS AS PER THE FIGURE.
'O��.S "•.FLORiUM1. •''G\=��
(�1}480'TIUM
1600
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
ONAI_
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
/ �
se7iea/Afofrdt -Is. Sheeb
D-fag No. Re,
ON THE TABLE.
A. L(itJIJ MILL���P.E
SH-5500 NTS 6 OF 13
IS
MI D=SFi5500-01 C
P.Ek56705
REGISTRATIONN29296
umslypo
%12.15&16
ROW. L.-I
3
Bdlom Sash
Des90. A.
Rai o @ Widow
wgmstcm
Sesh lfelmM
Raise (0)
Design Pmsum, I5se
Wa B,a:k
W,dOt (m)
WW40
48 _
52125
64
235
EwBw
11.384
.70.0
•11a0
+70.0
410.0
.70.0
•11a0
4740
•110.0
Stmdad CoaaOe
14,517. 16870
.70.0
•110.0
.70.0
•110.0
-TOM
•I10O
.70.0
-110.0
28
Egmwe
11.563-/4.518
.70.0
4110
.70A
-110.0
-70.0
410.0
+T0.0
410a
Stmdad Pwdew
11.371-11.60
+70.0
•110.0
-?DO
-110.0
-70.0
-it0O
+70A
•110,0
Ulm
23.517. 25.286
+70.0
-nao
H0.0
-Ila0
+70M
•II O
+70.0
•110.0
I
37,375
s1wWadudcge
m858. 23.518
.M.0
.110.0
.70.0
.110.0
.70.0
-na0
.70.0
•110.0
EwBWB.
17.511-20.1157
+7a0
-1lao
-70.0
410.0
+700
410.0
.70.0
:108.0
Standam R,1-
14.511.1L510
+mo
-nao
1.0
4102
+70D
-110.0
+700
•tI0.0
Soonest
ll.9 .14510
HaD
41010
+700
410.0
N0A
.101.0
+70.0.1010
Tamest
27.583+31.011
+70L.0
41M0
+7DO
-MO
+70D
-910
+70.0
4700
Galomshe
28517-2Tbe2
H00
-110A
N00
-11DA
+70o
410.0
.70.0
.1100
Stmdmf Cana,
23.517.2&SIG
17MO
41QD
-70.0
410.0
470A•110
a
470.0
41o.0
A
EgWee
m517.23510
+7a0
.110.0
+70.0
41DO
+70
amo
-Tax1IBM
SMPmeeW
17.5D•mSle
+7ao41QB+7aa-110.0
+70.0
•Imo
+T0.0
•110.0
C.W.Sue
14.5n•n.518
+70.0
-Im.O
•700
4100
470.0
•1140
.7a0
-110.0
sh.dw
Ilan- 14SH
.70.0
-110.0
.700
.110.0
.70T
401.0
470.0
4031D
T.S.1
31.583. 35,911
+70.0
41a0
+70.0
.910
!7aa
a O
.70.0
-80.0
Slmdmdfe0a0e
28517-31.SBj,
+70:0
-110.0
NOD
410.0
+70.0
•Ilan
+m.0
.110A
Eq.1a.
2D.517-2a51B
+70.0
-1700
+700
-110.0
-TOO
4100
+70.0
•110.0
40
Smnd.1d RW..
17.517-20.51E
.7MO
-110.0
Ha0
.110.0
+70.0
.1100
+mM
-110.0
Qatomsce
14.517-11,610
+7a0
-110.0
+70.0
-110.0
+70.0
-lfao
+70.0
-170.a
C.W.SDe
12517-14,516
+70o
•nao
Hoo
.110.0
.70.0
-nao
.roo
-110.0
Soonest
11.377. 12.518
+70.0
-1f0.0.
-70.0
410.0
+70.0
-I10.0
.70.0
•"aa
v
Tamet
33.208-37.538
+70.0
41a0
i70.0
•99.0
.+m.0
- O
.70.0
2.
-StWOW UUN1e
20.517.33,207
470.0
-110.0
+70.0
-110.0
+70,0
ama
+7D.0
-22
y
Ega7Wde
23.517-211518
+10.0
•Imo
+700
110.0
+71.0
-110.0
N0.0
•110A
d0.815
DnM.Sao
m517•21516
N00
-110.0
HaO
410.0
+70.0
AIBO
}70.0
•110D
Slmd.dPmiaw
17.517-20516
H0.0
410.0
+70.0
410.0
+70.0
-110.0
-70.0
-110.0
eeemm SSe
14,517-17.SIB
47MO
-1100
+748
-na.
.70A
41ae
+Ta.
"..o
DamniSue
12517-14.518
+70.0
4100
-70D
•110.0
+70.0
AIMO
+700
.110.0
sooat-.t
11.3n•I2510
+rao
qmo
+700
.1fa0
+700
.110.0
470.0
•110.0
Tamet
3&S17.4l.W
+70A
410.0
+700
-110.0
.70.a
•11DO
+7ao
a10.0
stmWamcamoe
31.517-3010
+70.0
412!
-.70.0
•nao
N0.0
-no.o
+71.1
-110D
Eq.Wde
m517-31.510
+RO
-110.0
Na0
1 -1 fa0
+MO
•11 a0 I
+700
-lIaO
SW1M1 dPn
23.517-28.SIB
•700
410.0
+7aO
.1100
NOA
.11 GO
.70.0
•110.0
62
Cutwe Sbe
m517, m.5te
+MD
4tOM
+7aD
-110.0
+70,0
•I100
.70.0
-110.0
L Wn,SRe
17.517-2D.516
+70.0
410±
+70.0
•110.0
.701D
.1100
.70.0
.110.0
Gnbm Sha
16.517.17518
+T40
-11a0
Na0
•1100
.70.0
110.0
.70D
.110D
Qalwn Strd
13017. 14518
Rm0
•110A
+700
4100
+700
•1100
+70.0
-111.0
Slvlesl
11,884-13 IG
.70.0
-110.0
-70.0
.1100
+70.0
•110.0
-70.0
.110.0
Tamest
38517-0e44
+7aa
-110.0
+70.0
•110.0
H0.0
-1140
H40
m0.0
aam.Sim
38517-38516
-7aO
-I140
+70D
4100
+70.0
-II40
470.0
•110.0
Eq.14A.
WOW -3B51B
+70.0
-110.0
.70.0
4100 1
+7aa
-110.0
'-70.0
•110.0
75
C.W.Saa
32.517.38618
+7a0
410.0
+7aa
-11(10
+76..0
.110.0
.70.0
•110.0
SlaMud Ptviaw
20.617-32618
+m0
+11ea
47a0
.110.0
-70.0
-11a0
+70.0
.110.0
4uem.Sua
28,517.28.510
+7Q0
-110.0
+70.0
•71a0
+700
-1100
+70.a
-112
stmet
24.BB4-26..51e.
NaB
-nao
7a.
ataa
+m.0
dt4o
+70.0
410.0
Eq 14Be
38.517-41L
+7a0
-IiF3
-1f0.0
.m0
•110.a
84
C.W. steer
35517.38518
.700
-n4o
-no.D
.m.a
-n0D
Slandad Palm]'
33.884-35516
.74o
atD.o
0.11010
-noo
+mo
.tto.D
61.78
Tamed
-41.64a
.7ao
alas
-nao
+7o.o''am.o
see Iamm 11. meal Tu rut< unum unuurmu uum ff I T.
+' MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136
(APPLIES TO ANY HEIGHT 91,78. OR LESS)
OEM
9mmm
mmumcmum
am
mm
®"
®"
®"
E
m
®"
®"
®"
®"
®"
®"
®"
®"
®"
m
®"
ivYiMY.14JiMTrw7m®"
®"
®"
®"
cm®"
®"
®"
®"
®"
®"
®"
cmmm®"
®"
MMM�FMTFMM7JUMIMEMEMEMIIMEMEMEMEMEMEME
mMMEMtM
+®"
" EMCME
KM®"
EMN
C
M
E
®"
®"
®"
®"
iam®"
®'
Equa4lm
3&5f7-dl.edd
+700
-1f0.0
+74a
-1f0.0
+700
-110.0
+700.110.0
+m.0
-11Q0
+700
•109.8
.Ham
•887
e70.0
•et.t
sa
taaM. st:o
SLvdw Ptai'w
35SiT4&S18
33804-35.518
No.o
.70.0
-11ao
-I10A
Haa
+70.0
-nB.o
410.0
Ilan
+700
e
-f028
.70.0
+70.0
-lo2a
-97.0
No.D
+70.0
-sae
-BL]
+70.o
•70.0
aa4
4al
'.70.0
•7a0
•Be,a
-0D.0
.70.0
+7D.
51.8
4t0D
B7.7e
Tamest
-;IB44
.70.0
.1f0.0
+7ao
-nao
.7DA
.1B2e
+7ao
-97.D
+70.0
-U3
+70.a
aa1
.7ao
-6D.0
+70.o
900
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS. TYPES 9-16
(REINFORCEMENTS SHOWN
IN FIGURES ABOVE APPLY
TO ALL CONFIGURATIONS)
SASH
HEIGHT
GLASS TYPES.9 THROUGH
16 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
PRODUCT REVISED
0 FIN FRAMES
as t:ompi III vAth the Florida
CCoode
SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY.
-MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136 �
Butiding
NOA-No. 20-0401.03
(APPLIES TO ANY HEIGHT 91.78- OR LESS) `kk Y MYNA 777�, Rarb7on:
E 1 111 n Dato 7/30/2025
..•• .. ••..�4 %, C) SASH HEIGHT CORRECTION.
�IGENs �
Mlamt Dade Produef cw trol
Q= '' F ' •�F� AK - 03/10/20
No. 58706 =.
NOTES: _
- - Daxr7p9an: Druwn Bil
1) USETHSSETA13LES FORALLWINDOWS INSTALLED- THROUGH THE FRAME. �,ii i3 „LQ ;'11;Z 1076 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKI
S' ATE OF N. VENICE, FL 34276
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. ! �s •�<ORIDI�.•• \'�`\�� (941}480-1800 SINGLE HUNG WINDOW INSTALLATION - LM 05/1.5/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 'fs��/1(,C+).. ENG seneB/Modeh. Smle: Sheet Drawing N. Rer.
ON THE TABLE. A L�tS/1 �11LL��� P.E.
P.E#58705 REGIBTRAnON#=9e SH-5500 NTS 7 OF 13 MD-SH5500-01 C
3.500' 3.500" 3.500° 3,500°
-r-I�+-- .062" --��- .062"-r•if-�- .062" --��- .062'
{,,,� .060" 1:184" �--
I a 1.483" 1
1.483" a❑ D 1.483' ❑� 1.4I83° .070° �I
����❑ 1_ n=r-=]
��O(�❑ �I�JO�❑ 1 ��r555�7775 .715° .070'
0 0 0 _L I�7 � �J -810°
.625" O J-CHANNEL FRAME '62�' 0 O FLANGEANRAME 1.375' FIN FRAME EQUAL LEG FRAME 1.195 U _�L1r_ 150"
T-7- 1.375 O HEAD/JAMB 2 O HEAD/JAMB O HEADIJAMB LIGHT SASH HD SASH
T 23 REINFORCEMENT 25 REINFORCEMENT
3.483" r I
QI�- ,a6z•
DD 2A44"
a�o0❑
o
.625" O J•CHANNEL
T 1.317T O FRAME SILL
If J_
.I
I
�+-- t.872" � � 1.641" +1
.065" :065° 1.375"
o Q� �
--�•{ 1.23T �w- -�•{ 1.000" f
14 FIXED 16 SASH RAIL
MEETING RAIL
864" .175'
.754"
U
,035'-�-{��JJ
OLAMI IG
O EXTRUDED
80
BEADING
SCREEN FRAME
3A83' -
�i-- .062�Fl
]Dfl2.444"
ANGE
`/ FRAME SILL
3.483° -�
Dom- .062'
j
2.444„
1, iI O FIN FRAME
I!I SILL
3A83° �•{
�Ff- .asz^
2.444"
^a =[ IL
ff-uu - �-F
o
8 EQUALLEG
FRAME SILL
I791'
070'
.L�`1.036°
►{ 1.331" H-
STANDARD
26 MEETING.RAIL
REINFORCEMENT
1.182 �-
070
roar°
L .130°
-�{ 1.340" �-r-
OHD MEETING RAIL
27 REINFORCEMENT
1.215" 1.376' IZ- 2.100" 2.176" 1 1.472" �- 1.665" I
.590.974'" .471" .590" +�341"
.035'• .355° 1#.050- �*T0060"17 COVERBALANCE 18 ED BEVELED
SCREW CO R INTERLOCK. INERLOCK COVER NTSASH STOP/ LIFT RAIL LIFT RAIL BERLOCK22 INTERLOCK COVER
PRODUCT REVISED
as comp) Ing with the Florida
Building Code
NOA-No. 20-0401.03
��4Y LYNN j �.,
Revl.lm: Ex Iratlon Datee 7/30/2025
300" _���• �1eeNSF/l� % C) NO CHANGES THIS SHEET. Byt
AK - 03/10/20 Mlam Dade Produ"tDade Produ"t troltrol
.750" .i •: No. 53705
.025" --�-- - 4 _ ® evuip0on: DrvMn 8y.
O •�
D/�Jf ' lr` 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI
O81 ROLLED % O TE/ = to N. VENICE, FL 34275
SCREEN FRAME FC ORIDh,.•'G�'' � N.VENICE,Fl. n0e' Date:
"""6.��NAL EN���� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
III1111111\ Sedes/Modd. Saa1e: Sheah Dnnrir:g No. Rev:
A. LYNN MILLER, P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 I
C
P.E.#58705 REGISTRATION 929296
TABLE 12:
Bill of Material
#
I Pert,#
Description
Materiel
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 Leg/Box
PVC
5
620105
SH/DH Frame Sill - J-Channel
PVC
6
620106
SH/OH Frame SID - Flange
PVC
7
620107
SH/DH Frame Sill - Fin
PVC
8
1 620108
SH/DH Frame Sill -Equal Leg/Box
PVC
141
620131
1 Fixed Meeting Rail
PVC -
is
620129
Sash Rail (Sides, Tap & Bottom)
PVC
17
620134
Balance Cover
PVC
18
620133
Sash Stop/Screw Cover
PVC
19
620156
Pull Rail Interlock
6005 TS AI
20
620144
Pull Rail Interiock Cover
PVC
21
620157
Beveled Interlock
6005 T5 PJ
22
620145
Beveled Interlock Cover
PVC
23
1 620150
Light Sash Reinforcement
6063 T6 At
251
620152
HD Sash Reinforcement
6063 T6 AI
26
620153
Standard Meeting Rail Reinforcement
6005 T5 AI
27
620164
HD Meeting Reg Reinforcement
6005 TS At
30
61644
Weatherstrip, ..18T' x .270" Fn Pile
31
6Q300
Weatherstrip, .190" x .300" Foam Bulb
Flex PVC
32
61719
Weatherstrip, .187" x .220' Poly.P7e
33
61825
Weatherstrip Plug, .220" Finseal
35
78X1MTTi
#8 x 1" Ph. PH SDS (interlock Mounting Screw)
36
78X37HPX
#8 x 3" Ph. PH SMS (Meeting Rail Screw)
410 SS
37 1
71669SP
Meeting Rail Screw Support Plate
6063 T6 At
38
720210
Weep Hole Cover
PVC
40
720X)000(
Constant Force Balance
41
#8 x 3/4" Ph. FH SMS (Con. Force Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44
78X114FPAX
#8 x 1AX Ph. FH SMS (Spiral Balance Screw)
410 SS
Part #
Description
Material
76
Kommeding 4SG TPS Spacer System
See this
Sheet for
77
Quanex Super Spacer nXr with Hot Melt Butyl
78
Quanex Duraseal Spacer
Materials
79
Cardinal.)& Edge Spacer
TABLE 12. CONT.:
Bill of Material, conL
#
I Part #
Description
Material
45
720197
Auto Lock Mechanism
C..Steel
46
720198&9
Sweep Lock
Cast Zinc
47
720195&6
Auto Lock Cover Assembly
Cast Zinc
48
76X1180PTX
#6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lack Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zinc
50
?76X34PPA
#6 x 3/4" PH. PH SDS (Keeper Screw)
SS
51
420181 UR
Beveled Tilt Latch Comer Key
PVC
52
1 420182 UR
Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 3/4" Ph. FH SDS (Comer Key Screw)
SS
54
420183
Tilt Latch
PVC
55
420184
Tilt Latch Retainer
PVC
56
720207
1" Tilt Latch Spring
SS
57
420186
Plastic Tilt Latch Finger Pull
PVC
5B
720192
Metal Tilt Latch Finger Pull
Cast Znc
59
420180
Plwl Bar Comer Key
PVC
60
1 720206
lPivDtBar
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
4201.88
Bottom Latch Strike Plate
Cast Znc
67
77858B
#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
1 71646N
I Setting Block. (7/8" x 1" x 1/8'), 85 +/- 5 duro.
EPDM
80
61012
Extruded Screen Frame
Alum
81
61011
Roll -Formed Screen Frame
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame X4
PVC
83
47042
Screen Comer Key with Pull Ring X 2
PVC
84
47041
Screen Comer Key without Pull Ring X 2
PVC
85
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87
61635/61614
.140' Screen Spline (Machine/Hand Rolled)
Vinyl
NOTES:
1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR-AAMA EXTRUDER CODE.
2) ITEMS # 9.13. 15, 24, 28, 29.34.39. 61, 62. 68.71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL
SILICONE
HOT-MELTBUTYL
STRUCTURAL
STRUCTURAL
SILICONE
1/4" MOM: FOAM
3/16' MOM.
POLYISOBUTYLENE
WITH
WITH DESICCANT
DESICCANT
EXT. GLASS
EXT. GLASS
INT. GLASS
INT. GLASS
KODISPACE SUPER
79
aSPACERU
4SG TPS
NXT1N
ALUMINUM
REINFORCEMENT POLYISO- DESICCANTFILL AREA
BUTYLENE
5/16' NOM.
5116" NOM. SEAL
BUTYL &
SILICONE SEAL
DESICCANT
ROLL -FORMED
FOAM
STAINLESS STEE
EXT. GLASS
EXT. GLASS
INT. GLASS
INT. GLASS
DURASEALO XL EDGE''
7a 79.
SPACER SPACER
PRODUCT REVISED
as eomplying with the Florida
Building Code
,:Iuulr
NOA-No. 20-0401.03
� a�1%Y L` 1V/v r '1,
` �. fc
Redafo a
C)ADDED BACKBEDDING.
Ex Iration Date: 713T0/2025
•'•'ccN.,:
Y:'
AK - 03/10/20
Miarr: Dade Produc t o trot
No. 58705
-0
-;0 3 /�(� 2'
®
DesarpUbw
BILL OF MATERIAL (BOM)
Drorm W.
J ROSOWSKI
1070TECHNOLOGYDRIVE
0� •.. S A7 OF -
N. VENICE. FL 34275
�.�fis ''•'D<ORIDi+,. •'' �����
Y0lUr'�i_
(941}480.1800
iiUe:
SINGLE HUNG WINDOW INSTALLATION - LM
Darr.
05/15/15
1/!rl ri:l�,
A LYNN MIL�R, P.E
Series/Model:
SH-550Q
Scale:
NTS
Sheet:
12 OF 13
Omrrrg Na
MD-SH5500-01
Ref
C
P.E#58705
REGISTRATION #29298
OPT. PULL RAIL
INTERLOCK&
COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
STANT FORCE
%NCE
SPIRAL BALANCE
OPT. SWEEP LOCK
OPT..AUTO LOCK
OPT. PULL HANDLE
WITH LATCH
SASH
ASSEMBLY
DETAILS
OPT. PULL
EXTERIOR
OPT.
BEVELED
INTERLO(
& COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS.
- -' "---- A77 — d PRODUCT REVISED
}
5 �• "-``HFS TO B 53 as wmpl ng with the Florida
-_ � .•--- ONCE � Building a
` - --'" NOA-Mo. 20-0401.03
FRAME t� Revielon Ex Iratlon Date• 7/3
ASSEMBLY ®` `�,�`��. ..` ...S!�tij�/%C) NO CHANGES THIS SHEET. Br.
DETAILS ` ._ q?:' F �F� ; AK - 03/10/20 Mlam Dade Produ j-Co,trol
No. 58705
�' _ .l- �T - pq..dpu..: Dmrn Byi
= 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI
NOTES: EXTERIOR I/,51 (0 = N. VENICE, FL 34276
T OF1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. s F<ORIOP•.•'G��(8411600 SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15
'3) FOR REINFORCEMENT TYPES, SEE DETAILSON SHEETS 6 FRAME 7PES APPLY./S NA�- �� ��\\ Senv/4odeL Scvfe: sta t- DrowLig No. R—,
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. LNNN MILlE�t, RE SH-5500 NTS 13 OF 13 MD-SH5500-01 L`
P.E#58705 REGISTRATION #29288