HomeMy WebLinkAboutNOA; Series SH-5500 PVC Single Hung WindowM IAM I•DADE R EVVEE��.l S-R MIAMI—DADE COUNTY, FLOPUDA
PRODUCT CONTROL SECTION
CODE COMPLIANCE 11805 SW 26 Street, Room208
DEPARTMENT OF REGULATORY AND E O Ty Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION D�� T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA OCC 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 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
CPDADECOUNTYExpiration Date: July 30, 2025
Approval Date: July 23, 2020
T7116/1,20 Pagel
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, Duraseal® 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 11116115, 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 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 in 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 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 51h Edition (2014) and FBC
6' 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. 16-0714.03)
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 Se
(Submitted under NOA No. 15-0519.05)
Manuel Perez, P.E.
Product Control Exa
NOA No. 20-0(0:
03Expiration Date: July 30,5
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 Dowsi1791 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 5th
Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 7th
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
f NOA No. 20-0 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 (SGXTm) 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 61h Edition (2017) and the
FBC 71h 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. 20401.03
Expiration Date: July 30, 5
Approval Date: July 23, 2020
E-4
ANCHORAGE
EXAMPLE.FOR
�28-1/8„MAX. O,C.�
RADIUS -TOP
HEADER (SIM. 12" MAX. FROM
FOR ALL
FRAME SEAM
WINDOW TYPES)
,{
/
B, SEE
f
SHEET 3
B. SEE
SHEET3
1
30" MAX. O.C. MAX
A SEE
SHEET 3�
A, SEE
SHEET3
EQUALLY /
SPACED '
ANCHORS PER /
TABLES 9.11 - O
X_ iI 4
EQUALLY
SPACED /
ANCHORS PER
TABLES B-11
12.
EQUALLY
17-7l8' MAX. O.C. SPACED
ANCHORSPER
—L TABLES'9.11
_ 84"
T MAX.
IWMAX.O.C. BUCK
- � HEIGHT
1 13.314" MAX. O.C.
EQUALLY
SPACED
ANCHORSPER
'TABLES 9A 1
- 54" MAX. BUCK WIDTH
30" 12" MAX.
-� MAX. O.C.
FIXED VISIS I 12 '
7�LIGHTWIDTH
I B. SEE
I SHEET3
_ FIXED
/VISIBLE _r A SEE r
LIGHT 17-7/8"MAX. O.C. SHEEi3i1
I HEIGHT
_ I y EQUALLY
/ 91.78' SPACED
O I MAX. ANCHORSPER
BUCK TABLES9.11
--f— HEIGHT
X
10" MAX. O.C.
SASH
13-3L MAX. O.C.
EQUALLY
VISIBLE
�_
.SPACED
- LIGHT
ANCHORSPER
/ HEIGHT
A (
TABLES9-11
-
..
•, 8-112" MAX:
21'-518° -- ANCHORAGE EXAMPLE DESIGN PRESSURE RATING I IMPACT RATING
FOR ARCH -TOP
MAX. O.C. VARIES PER REINFORCEMENT LARGE &SMALL MISSILE
HEADER (SIM. FORALL LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT
/ WINOOWTYPES)
„(f 11100" MAX. FROM
FRAME SEAM D. SEE
SHEET
4
�- 30° MAX. O.C. - 12' MAX. C. SEE
SHEET
/ Ini
/ 17-718" MAX. O.C.
O / 62e
MAX.
BUCK
X 10°MAX.IO.C. HEIGHT
/ 13---314—�" M��AX. O.C.
SEE
/ I SHEETS
A
1889
8.12' MAX.
52-1/8' MAX. BUCK WIDTH
SEE SHEETS 1-1/4'
'I 8&9
1 � �
84'
O I BUCK
HEIGHT
AS SHOWN
X I .� (91.78"
i MAX.)
II
54" MAX. BUCK WIDTH
SEE SILL WEEP-
NOTCH DETAILS.
f
SASH VISIBLE
SEE SILL WEEP-
NOTCH DETAILS,
54"MAX. BUCK WIDTH
SEE SILL WEEP-
NOTCH DETAILS,
SEE SILL WEEP-
NOTCH DETAILS,
SHEET3
LIGHT WIDTH
SHEET3
SHEET3
SHEET4
ELEVATION FOR TYP. FLANGE FRAME
ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
ELEVATION FOR TYP. EQUAL LEG FRAME
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION
SHOWN WITH EQUAL -CITE CONFIGURATION
SHOWN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH ORIEL/PROVIEW CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO
ANCHORED THROUGH THE NAIL -FIN
GENERAL NOTES: SERIES 55001MPACT RESISTANT SINGLE HUNG WINDOW
75" HEIGHT SEE TABLES 4-11
(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES._ ............................................. I
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3W IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. ELEVATIONS .........:...............................................
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, .. 1
FRAME, GLASS 8, ANCHOR EQUAL
LS.......,.X"...3
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI pER.ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEG/BOX„...3
4) ALL WOOD BUCKS LESS THAN 1-1/E"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4
DEPICTED AS 2X ARE 1-112"THICK OR GREATER. IX AND.2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GLAZING DETAILS................................................
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). .5
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE. BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST.ANCHORS DESIGN PRESSURES .......................................... 8-7
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. AN EXTRUSION
PROFILES
ROFI E.S......................................... 8-10
6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE. USE SHIMS CAPABLEOFTRANSFERRING APPLIED LOADS. EXTRUSION PARTS LIST
...................................11
7) DESIGN PRESSURES;
ASSEMBLY 8 PARTS LIST ................................... 12-13
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 E1300. [.20 20 FLORIDA BUILDING CODE (FBC), 7TH EDITION
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 17 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 BEENTM E130409
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 W TH OTHER SI/AF8PA NDS-2018 FOR WOOD CONSTRUCTION
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE UMINUM DESIGN MANUAL, ADM-2015
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BYTHEAUTHORITY HAVING JURISDICTION. SI S10D-16
1.0) REFERENCES: TEST REPORTS FTL-7964 &7966; ELCO ULTRACON NOA: DEWALT ULTRACON+ NOA;ELCOIDEWALTCRETEFLEK NOA; ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOWANDSC 360-'I6
DOOR PROFILES; LTD WHITE & BRONZE/LIGHT'ER SHADES OF CAP COATED PVC EXTRUSION NONS;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS &ALUMINUM DESIGN MANUAL 1 ' / ReVW m
11) APPLICABLE EGRESS REQUIREMENTS TOBE REVIEWED BY BUILDING OFFICIAL. ���1 QjaY LYNN '/7�i C) UPDATED TO FBC 2020,
i
USER INSTRUCTIONS:erys' �! ',�
F'' •!� , REVISED ANCHOR TYPE TABLE.
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ''.A ; AK-03/10/20
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 _ i
PRESSURE FROM TABLES 4.6. IT MUST EQUAL OR DCCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - =
OPENING OBTAINED IN STEP 1. � � 13 Q Qf ` 1070 TECHNOLOGY DRIVE
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR S 8T 0 -• [(/` N. VENICE. FL 34275
YOUR OPEN)NG'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 'n �! {841}4BP-1600
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. % �s • • a 4 ORIDI�,. •'G\��
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.03
Expiration DatoL07/30/2025
By: yr LI4T,LCG6LJ
Miam -iDade Product —Control
I GENERAL NOTES & ELEVATION I J RO.SOWSKI I
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME (J-CHANNEL, FLANGE, /",, 10NAL � ,,'I Ser(es/NddNr' Sn(a Sh7k Drmrinp No. R.
I INTEGRAL FIN OREQUAL.LEGBOX). A'&MmmIL I2'P.E SH-5500 NTS 1 OF 13 MD-SH5500-01 C I
P.E# 58705 REGISTRATION 42MO
TARI E 1- A 1 r1WAR1 E nl A£2-IV ...
Glass
Type
Description (Listed from Exterior to Interior)
Design Pressure
Table # Sheet#
5
718" Laminated I.G.: 1/8• A Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Liles of 1/8' A Glass with .090" PVB. Intedayer
4, 5
6
6
7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" AlrSpaco + 5/16" Laminated; (2) Liles of 1/8' A Glass with :090' PVB Intedayer
4, 6
6
7
7/8" Laminated I.G.: 3116" A Exterior Cap +318" Air Space + 5/16" Laminated; (2) Liles of 1/8" A Glass with .090" PV8 Intedayer
4, 6
6
-8
7/8" Laminated I.G.: 3/18" T Exterior Cap + 318" Air Space + 5116' Laminated; (2) Liles of 1/8" A Glass with .090" PVB Intedayer
4, 6
6
9
7/8" Laminated I.G.:,1/8" A Exterior Cap + 7/16' Air Space + 6116" Laminated; (2) Liles of 116" H Glass with .090" SG Intedayer
7
7
10
7/B" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer
7
7
11
7/8" Laminated I.G.: 3/16' A Exteriar Cap + 318" Air Space + 5116" Laminated; (2) Utes of 1/8' H Glass with .090" SG Intedayer
7
7
12
7/8' Laminated I.G.: 3118" T Exterior Cap + 3/8"Air Space + 5116" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer
7
7
13
7/8' Laminated I.G.: 118" A Exterior Cap+ 5116" Air Space + 7116" Laminated; (2) tiles of 3116" A Glass with .090' SG Intedayer
a
7
14
7/8" Laminated I.G.: 116" T Exterior Cap + 5116" Airspace + 7116" Laminated; (2) Liles of3116* A Glass with .090" SG Intedayer
8
7
15
7/9" Laminated I.G.: 3116' A Exterior Cap + 114" Air Space + 7116" Laminated; (2) Utes cf 3116' A Glass with .090' SG Intedayer
7
7.
18
7/8" Laminated ).G.: 3116' T Eirterior Cap+ 1/4" Air Space + 7/16" Laminated; (2) Liles of 3/16' A Glass with .090' SG Intedayer
7
7
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substr
Min. Edge.
Distance
Min.ate
Embedment'
A
#10 SMS
(steel, 1"S.S.
or 410 S.S.)
P.T. ou ere the ( G=0.55)
7116"
1-wa.,
Steel, A38'
318"
0.05D'
Steel Stud, A653 Gr. 33"
318"
0.D451" (18 Ga.)
Aluminum, 6063-T5'
318"
0.050"
3/16" steet Ultracon. or
Uhracon+
P.T. Southern Pine (SG=0.55)
7116"
1-318"
Concrete (min. 3 ksl)
1"
1318"
X16" steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
3116"-steal Ultracon+
Ungrouted CMU, (ASTM G90)
1"
1-1/4"
B
#12 SMS
(steel, 1B-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-318"
Steel, A36•
316"
0.050"
Steel Stud, A653 Gr. 33"
316,
0.0451" (111 Ga.)
Aluminum, 6063-TBI
318"
0.083"
114" steel Ultracon or
Ullra o=+
P.T. Southern Pine (SG=0.55)
1"
I-Te,
1/4" steel Creleflex
P.T. Southern Pine (SG=0.55)
1"
1-3f6"
1/4" steel Aggm-Getor
P.T. Southern Pine (SG=0.55)
1"
1-WIT,
1/4" steel Ultracon
Concrete (min. 2.85'ksi)
1"
1-3/4"
Ungrouted CMU, (ASTM C-90)
2-112"C
L114" steel Ultrecon+
Concrete (min. 3 ksi)
"116"
1-3/4"
Ungrouted CMU, (ASTM C-90)
1"
1-114,
1/4." steel Creteftex
Concrete min. 3.35 ksi)
1"
1-3/4"
1/4" steel Ultracoh
Concrete (min. 285 ksi)
2-1/2'
I-W
lf4" steel Vitracon+
Concrete (min. 3 ksi)
2-1/2"
1-314"
1/4" steel Ullracon+
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4"
D
114" steel Creteflex
Concrete (min. 3.35 ksi)
2-1f2"
1-3 f4"
Ungrouted CMU, (ASTM C-90)
2-1f2"
114" steel Aggre-Gator
Concrete min. 3.275 ksi
1-1/2"
1318"
Grouted CMU, (ASTM C-90) 1
2"
2'
Group
Anchor
Substrate
Mtn. Edge
Distance
Mln.
Ernbedmenr
E
2-1/2" x .131" Common Natl
FT. Southem Pine (SG=.55)
318"
2-7/16'
2-1/2" Ring -shank Roofing Nall
P.T. Southern Pine (SG=.55)
3(8"
2-7116"
F
#10 Trusshead SMS
(steel S.S.
S.
or 4100 S. S:)
P.T. Southern Pine (SG=.55)
112"
1.318"
Aluminum, 6083•T5"
3/8"
0.050"
Steel Stud, Gr. 33•
318"
0.0451" (16 Ga.)
Steel, A36'
311r'
0.050"
#12 SMS
(steel, 18-6 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
9116'
1.318"
Aluminum, 6063-TS
3f8"
0.083"
Steel Stud, Gr. 33'
310"
0,050"
Steel, A38"
318"
0.050."
GLASS TYPES 5, .7, S. 11, 13
816 MAY NOT BE USED IN
THE HVH2 ABOVE W.
MIN. OF 3
THREADS
BEYOND THE
METAL.
SUBSTRATE.
'UNGROUTED
CMU' VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS.
Frame
Glass
Frame
Frame
Types
Options
Configs.:
Shapes
Installation Options that may be used
(see Fig B)
(see Table 1)
(see Fig A)
(see Fig C)
....into 2X Wood Frame/Buckstrip -sheet 3, option 1
Flange
5 -16
Equala.1te,
O
Square/Rect.,
Arch -Top &
rough the frame
....Into Concrete/CMU -sheet 3, option 2
,,,,through 1X Buckstdp into Concrete/CMU - sheet 3, option 3
(#2)
& Cottage ge
8 Cott
Radius -Top
of the window......
Into Metal -sheet 3, option 4
into 2X Wood Frame/Bucksirip -sheet 3, option,I
Box /
Equal -Leg g
5-18
Equal -Late,
O&Cottagew
Square/Rect.,
Arch Top&
Through the frame
....into Concrete/CMU - sheet 3, option 2
through1XBuckstripinto Concrete/CMU - sheet 3,option 3
(it4)
8 Cottage
Radius -Top
of the window,.,...
into Metal -sheet 3, option 4
Through the
Into 2X Wood Frame/Buckstdp -sheet 4, option 5
J-Channel
5-8
Equal-Lite,
Odel/Pttage
Square/Rect..
AroKTop&
Integral fin......
....into Metal -sheet 4, option 7
Through the frame
g
....into 2X Wood Frame/Buckstd sheet 4, option 6
P " p
(#1)
8 Cottage
Radius -Top
Radius Top
Meted -sheet 4, option 8
of the Wndcw..........Into
Through the
into 2X Wood FramelBuckslrip - sheet 4, option 5
Integral Fin
Equal-Lite,
Square/Rect.,
integral fin......
Into Metal -sheet 4, option 7
( )
5-8
O& Cottage
& Cottage
Arch -Top p
Radius -Top
Throu h the frame
g .
....into 2X Wood Frame/Buckeld sheet 4, option 6
P - p
into Mslat -sheet 4, option 8
of the window......
PIP[ IP=A-FRAMEP! MFIn11GAT MC
EQUAL -CITE ORIEL COTTAGE
--.-I
BUCK WIDTH
BUCK WIDTH
—
—«-I
BUCK WIDTH
x
x
t7
x
--
-
m
xlu
m
Jlii
RECTANGULAR
1■W
RADIUS -TOP
ARCH -TOP
Flnr IRE R- GAD",IF NCCC
O3
J-CHANNEL
INTEGRAL FIN
O
O
FLANGE
BOX OR EOUA4LEG
A'=ANNEALED
"H"= HEAT STRENGTHENED
'r = TEMPERED
PVB" =.090" TROSIFOL® PVB
BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS®
INTERLAYER BY KURARAY
AMERICA, INC.
Material
Min. Fy
Min. F.
Steel Screw
.92 ksl
120 ksi
18A Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
EIcolDsWalt Agg're-GalorO
57 ksl
96 ksi
Elco UIIreCon®
155 ksi
177 ksi
311G DeWal UllraCom+1
117 ksl
164 ksl
1/4" DeWelt UltraCon+G
410 SS Eloo/Dewalt CreteFle)x®
148 ksl
127.4 ksl
164 ksl
169.7 ksl
5 Aluminum
16 ksi
22 ksl
tTA36Steel
36ksi58k
Steel Stud
33ks1
45 ksi
WINDOW 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 6-10.
oNY LYNN� .,,
ReWhidw
C) REVISED ANCHOR TYPE
TABLE.
No. 58705
AK - 03/10/20
e7 -
0eecdp#on: .
PRODUCT REVISED
as comp )yIn with the Florida
Building Code
Non -No. 20-0401.03
Ex piratton Date: 7/30/2025
Mlam Dad- - ----Crt-tio trot
107oTECHNOLOGYDmvE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
'MIN. O.F3 ��Q S 1�3zJ WIZ N.VENICE, FL 34275
THREADS T Tillie Oates
BEYOND THE i Ch •'•�; l?RID.. \(&41}45°'1s� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
SUBSTRATE: .,,t1l 70NAL �NG ``, Serfes/erndeL score: sheet Ihad No. Rmr.
A.�JrJtfN1'tL'�.1R,P•E SH-5500 NTS 20F 13 MD-SH5500-01 C
P..E# 58705 REGISTRATION #29288
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1 EDGE DISTANCE
ANCHORED THROUGH
EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET. O EMBEDMENT
FLANGE FRAME (} 1
EDGE
SHOWN III —1_L
DISTANCE
BUCK
HEIGHT
FIXED
VISIBLE
LIGHT
HEIGHT
— SASH
EXTERIOR
VISIBLI
LIGHT
HEIGHi
OPT 86
J—
:o?�o""� 81 31
30
NOTCHES
EACH El
T1/4"MAX
SHWI
TYP.ANCHORTYJ-
TYP, ANCHOR TYPE,
EMBEDMENTAND
EMBEDMENTANDEDGE
EDGE
_
DISTANCE PER SUBSTRATE,
DISTANCE PER
SUBSTRATE•
SEE TABLE 2, SHEET 2.
SEE TABLE 2, SHEET 2.
20 OPT. SASH TOP
LIFT RAIL
FLANGE
FRAME
INSTALLATION OPTION 2
ANCHQREDTHROUGHFRAME
DIRECTLY INTO CONCREi'E1CMU.
l BALANCE
TYPE VARIES
WITH SASH
WEIGHT
FIXED VISIBLE
LIGHT WIDTH
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETEfCMU.
SEE NOTE 2, THIS SHEET,
EMBEDMENT
16 114" MAX SHIM �-
SASH VISIBLE 17
LIGHT WIDTH ❑
EDGE
Q a
DISTANCE
TYP. ANCHOR
EXTERIOR
V
BUCK WIDTH
HORIZONTAL SECTION A -A
TYPE,
• EMBEDMENT
AND EDGE
DISTANCE PER
EDGE SUBSTRATE,
• DISTANCE SEETABLE2,
"• '` ..•,� SHEET2.
EQUAL
LEGBOX
FRAME
SHOWN
DADE APPROVED MULLION, FBC COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD.
114" MAX. �..(
SHIM I #10 OR#12 STEEL
SELF -DRILLING 1W MAX.
SMS (G5), SEE SHIM
❑ TABLE2.
I —I . SHEET2
FRAME LEGIBOX
FLANGE EQUAL
SHOWN FRAME.
SHOWN
EXTERIOR
6 b7 \ 68 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION V INSTALLATION
67 (ALSO REFERRED TO AS DAYLIGHT OPTION I/ OPTION PRODUCT REVISED
OPENING) IS MEASURED FROM as complying with the Florida
EQUAL-LEGBOX 110 MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code
FRAME SHOWN 11 j 1 I I I I 1 j FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03
.27"X 12S' o NO ANCHORS ."NF�lC:, RC) NO CHANGES THIS SHEET. Byp._ ien Date• 7/30/2025
WEEPHOLE _.•' • f�
W/COVER - REQUIRED IN VISIBLE LIGHT FORMULAS P� •'._� Miam Dade Produ o trol
2.87"FROM 38 •• ^ .'•q •tee ,` - FLANGE OR _ ND. 58705 AK-O3/1O/2O
EACH END. - EQUAL -LEG WIDTH _ '¢
FRAME SILLS @SASH: BUCK WIDTH -6-12" _ -O '.a �, ` Desenplion: Dmwn W.
@ FIXED LITE: BUCK WIDTH -4-3/8'• ��•, j J �` 1.070 TECHNOLOGY DRIVE FLANGE &EQUAL-LEG/BOX FRAMES JROSOWSKI
S'fi TE !U N. VENICE. FL 36276
HEIGHT (EQUAL-LITE) ' '� F 71f1e: Date:
VERTICAL SECTION B-B BUCK HEIGHTf2.3-15116" ��Cs'' . toRlap. 'GIN (041)460-16W
S/p�A4 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
/'0111 l l lllll Smfw1M6dak Saalm Sheet D—I No. Rer.
A LYNN MILLER P.E SH-5500 NTS 3 OF 13 MD-SH5500-01 C
P.E.968705 REGISTRATIONN29246
FOR ALL WINDOWS:
NOTES: SHOWN a<—
1 ANCHOR @ 3.55"
FROM END AND AT
1) USE ONLY
21
CENTER,
SUBSTRATE -APPROPRIATE
22
FOR WINDOWS
ANCHORS LISTED ON TABLE 2,
OVER 36." WIDE:
SHEET 2. FOLLOW EMBEDMENT AND
ADD ADDITIONAL
EDGE DISTANCE LIMITS. ANY
SCREWS @16-W
INSTALLATION OPTION SHOWN MAY
46 47
O
FROM END,
BE USED ON ANY SIDE.OF THE
FOR WINDOWS WRH
WINDOW.
BOTTOM LOCKS:
16
ADD ADDITIONAL
2) MASONRY ANCHORS MAY BE
SCREWS @ 8-316"
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
UNIT IS INSTALLED DIRECTLY TO
6 7
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12'THICK'
USE EITHER
OR GREATER. 1X AND 2X BUCKS
35
LATCH OR
(WHEN USED) SHALL BE DESIGNED
BOTTOM LOCK.
TO PROPERLY TRANSFER LOAD$.TO
TESTED UNIT
THE STRUCTURE. WOOD BUCK
LOCATION: 6.5/8"
DESIGRAND INSTALLATION IS THE.
FROM SASH END,
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL h- EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK -STRIP. SEE NOTE 2, THIS
SHEET.
J-CHANNEL
FRAME
SHOWN
oC
1
T FIXED
VISIBLE
LIGHT
HEIGHT
y i
t 49
72 .0
14
BUCK a
HEIGHT SD II
SASH
EXTERIOR VISIBLI
LIGHT
HEIGHT
= OPT.
(2) 1"
INTERIOR
WEEP
ITCHES AT
EACH END.
J INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
1.14" MAX SHIM
TYP. ANCHORTYPE,
EMBEDMEENTT AND AND EDGE
_
DISTANCE PER SUBSTRATE,
SEE TABLE 2, SHEET 2.
T-7/4"
(SCREW SHOWN)
MAX SHIM
i
EDGE
ANCHOR TYPE,
DISTANCE
EMBEDMENT
EMBEDMENT AND EDGE DISTANCE �—
PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
)� OFT. SASH TOP
LIFT RAIL
NO ANCHORS
REQUIRED IN FRAME
SILLS IF ANCHORING
THROUGH FRAME
114' MAX
INTEGRALFIN -
FRAME SHOWN /
�00�
o
SHIM
27" X 1.25" WEEPHOLE
W/COVER @ 207"
O38
FROM EACH END,
I
TYP. ANCHOR TYPE,
EDGEDISTAN
EMBEDMENTAND,EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2. —.y EMBEDMENT
(SCREWSHOWN)
INSTALLATION OPTION 5 VERTICAL SECTION D-D
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, THIS SHEET.
BALANCE
'YPE VARIES
WITH SASH
WEIGHT
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS SHEET.
SASH VISIBLE
LIGHT WIDTH
1/4' MAX SHIM
EXTERIOR 87 �I \\ II II INTEGRAL
U �� FIXED VISIBLE 3�~ \\��—I III If FIN
LIGHT WIDTH �.J FRAME
J-CHANNEL 1 SHOWN
FRAME
FOR ALL WINDOWS: NOTES: SHOWN
1 ANCHOR @ 3.55' BUCK WIDTH
FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C
CENTER .SUBSTRATE -APPROPRIATE
FOR WINDOWS
ANCHORS LISTED ON TABLES 2 & 3
OVER 36' WIDE:
OF SHEET 2. FOLLOW EMBEDMENTADDADDITION
1/4" MAX.
L
AND EDGEDISTANCEOPTION
SHIM
SCREWS @163/8"
SCREWS @16-3
SHOWN
INSTALLATION OPTION SHOWN MAY
M
FROM END.
BE USED ON ANY SIDE OF THE
FORWINDOWSWITH
WINDOW,
BOTTOM LOCKS:
ADDADDITIONAL
2) MASONRY ANCHORS MAY BE
SCREWS @ 8-318-
USED INTO WOOD AS PER TABLE 2,
FROM END.
SHEET 2. ALL WOOD BUCKS LESS
❑�
THAN 1-112" 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 (SHEETS).
OR GREATER. 1X AND 2X BUCKS
IIIIJIII
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
FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
#10 OR #12 STEEL 1/4" MAX:
-SELF-DRILLING SHIM
SMS (GS), SEE
TABLES 2'& 3,
SHEET' 2. �f
L-�
FIN AND/OR
FLANGE REMOVE[
IN -FIELD.
EDGE DISTANCE
EMBEDMENT
A
TYP. ANCHOR TYPE,
_ EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN
OR ARCHITECT OF RECORD. FRAME SHOWN
uLJ
3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
(ALSO REFERRED TO AS DAYLIGHT OPTION 7
OPTION 8
PRODUCT REVISED
OPENING) IS MEASURED .FROM
BEADING TO BEADING. ANCHORED THROUGH
ANCHORED THROUGH FRAME INTO METAL
as complying with the Florida
Building Coda
t 111 I I t r INTEGRAL FIN INTO METAL
(INTEGRAL FIWPLANGE REMOVED)
NOA-No. 20-0401.03
�� Y LY
Rn.
Ex Iaion Date • /30/202$
\
C) REVISED DADE MULLION
By:
•• LICENSE' :i�{
NOTE.
VISIBLE LIGHT FORMULAS
Mlam ade Produef Co trot
„ ; No. 59705 -
AK - 03/10/20
OE WIDTH
@SASH: BUCK WIDTH-6.1/2"
_=
-
--1j ;� `� _
.��
DoseripWm
Dram Sy:
@Fu{ED LITE: BUCK WIDTH-4-3/8"
=yJ •., 13 :' �;
1070TECHNOLOOYDRNE
J-CHANNEL & INTEGRAL FIN FRAMES
I J ROSOWSKI
HEIGHT (EQUAL-LITE)
Off•. S A F
'•.F{pP,10n,.•'•• ���
N.VENICE,9L34275
(941WO-16W
Tie...
Oat.:
BUCK HEIGHT2-3-15116"
% S ....
`
SINGLE HUNG WINDOW INSTALLATION
- LM
05/15/15
�' 1
/ r t 11 11 I l t t t
A. LYNN MILLER, RE
Serteo/Alodel:
SH-5500
Scats
NTS
.Sh"L
4OF 13
Orating No.
MD-SH5500-01
R.r.
C
P.1-#58705
REGISTRATION4292B9
--1 718 .NOM.
5/16" A/A PVB
7116" AIR SPACE-
1/8".A_ GLASS —
GI EXTERIOR
GLASS TYPE 5
-1 718" NOM. �+-
5/16" H/H SG —
7/16" AIR SPACE —
1/8" T GLASS -
aEXTERIOR
GLASS TYPE 10
TYP. GLAZING DETAIL
�i 7/8" NOM. I+-
5/16" A/A PVB
5/16" A/A
7/16" AIR SPACE
3/8" AIR,
1/8" T GLASS
3116" A
aEXTERIOR
78.79
a EE
GLASS
6'
TYPE
--�i 7/8" NOM.
5/16" H/H SG I 5/16" H&
3/8" AIR SPACE 3/8" AIR
3/16" A GLASS 3/16." T
EXTERIOR
7&78
a aF
GLASS TYPE 11
!" NOM.GLASS GLASS TYPES THROUGH
IE TYP• ' 16 MAY NOT BE USED
WITH J•CHANNEL OR
INTEGRAL FIN FRAMES
GLASS TYPES 5, 7, 9, 11, 13
& 15 MAY NOT13E USED IN
THE HVHZ ABOVE30'.
GLAZING NOTES:
°A° = ANNEALED
"H" = HEAT STRENGTHENED
'T'=TEMPERED
"PVB"=.090"TROSIFOI: PVB BY KURARAYAMERICA, INC.
"SG" _ .09D" SENTRYGLAS®BY KURARAY AMERICA: INC.
FOR LAMINATED GLAZING COMPONENTS. SEE TABLE 1, SHEET2.
-1 7/8" NOM.
GLASS TYPE 7
---1 7/8" NOM.
-+{ 7/6" NOM.
5/16" A/A PVB —
3/8" AIR SPACE-
3/16" T GLASS -
a EXTERIOR
7116" A/A SG
5/16" AIR SPACE-
1/8" A_ GLASS —
c] EXTERIOR
GLASS TYPE 12
7/16" ALA SG 7/16" A//
1/4" AIR SPACE 1/4" AIR
3/16" A GLASS---% 3116" T
G]EXTERIOR N 1 19 I 11 I al
GLASS TYPE 8.
71W NOM. Imo-•
GLASS TYPE 13
—1 7B" NOM. I —
718 .NOM.
6116" HIH SG
7/16" AIR SPACE —
1/8" A GLASS—
G] EXTERIOR
GLASS TYPE 9
-1 718° NOM.
7116"A/ASG-
5/16" AIR SPACE-
1/8" T GLASS -
a EXTERIOR
GLASS TYPE 14
I V N 11 I
1
V N
11
I
PRODUCT REVISED
GLASS TYPE 15
GLASS TYPE 16
ascomp with the Florida
Buildingt nde
NOA-No. 20-0401.03
RC)
rat
B on Date 7/30/2025
NO CHANGES THIS SHEET.
. F
AK - 03/10/20
m -Dade Produe o trol
Mia�1 "
• :' No. 58705
_ ••
®
=
IY.�
''� •• �� (� •441
Omcrtp}1on:
GLAZING DETAILS
Grown W.
J ROSOWSKI
1070 TECHNOLOGY DRIVE
N.VENICE.FLUNS
�'���'S; •FLORIDA.. �.�
c841y�6o-16°o
SINGLE HUNG WINDOW INSTALLATION - LM
_
05/15/15
S
; IQNA��qG1� �`
MILLILt
Sertm/Nodal•
Scala:
slime
JIM" Na
Ror
A LYKA P.E.
P.E.0 M705
REGISTRATION029298
SH-5500
NTS
5OF�13
MD-S H5500-01
C
Gfonlr pes
5, 6, 7&8
Design Pressure, gis
*f-50.0
RDISL Lowl
Rf
F-11 wrMow 4i sash alms
....-L. L, ..=.I 0 r VR
ANCHOR GROUP AND QUANTITY.
H
;T
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)
Gloss Type
5
ROIOLIawI
in
eouam scan
o._4 f ewgjwn
-,eea WeWN
H-wd 811.m
s.,hH N
Rees py
Design Pressum lbslftr
Weebe
Buet
W 48
52.125
e,l
2315
Equxnle
H.394
.fiL0
-70.0
.E50
-70.0
61On6 1CoWgi
14.617-15270
455.0
-70.0
465.0
•70,0
28
EquONm
11.683-NAI6
465.0
-70,
.89.0
-700
Sm00ztd Prodme
11.3T7.11.582
063.0
-70.0
.05.0
.70.0
TO.[
23.617.26268
+650
-70A
♦050
-70A
SleNatd alma,
20.958.23.alp
+65D
a0A
465.0
-TD.D'
37.375
Ega75te
17.517.20=
.65D
•70.0
+850
•70.0
SbntllN Pmiew
14.SJ7-1TA18
465D
•70.0
40.0
.70.0
St01ma1
11.317-16A10
465D
.70A
+85.0
-.M.
Telml
27.503.31911
.65D
.70e
.65.0
-Me
Cmtm. Sim
20517,27A82
+65.0
-70A
+B5.D
-70,0
SmMmd Getmge
215,7.26518
465.0
-70.0
+SS.0
-70.0
44
Equa571,
2S517.23.510
485E
.10.0
+65,0
•70.0
Stanaa.Pmdex
17.817 -20618
+65.0
-70.0
485.0
.70.0
GufINn size
14:SI7'-11A15
165D
-10.D
+SS0
.79.0
Shmleal
11,377-14515
+63D
-70.D
.65.0
.70.0
Tekm
3,1.5S4-35A77
+05.0
-T0.0
465A
•70.0
SW,dW Car M
26.517-31A82
.65A
•70.0
.65.0
.70.0
48
aq' mt.
SIMrd PmgmT
M917.20510
11.517.2D.516
+550
.SSD
.70D
-IS.
.65.0
.65.0
-700
Joe
CWtdn Shn
14.517; 17.816
+65.0
.700
.0.0
.70,0
CWmm She
t2.917. 14610
+55D
•70.0
.e3e
.70,0
ShmwI
11.377.12310
4BSD
.70.0
+63.0
•70.0
2:
Talmt
mma.aT53S
+ese
-70A
.sa.o
.70D
i
StneoWJ fatias-
26.517-33207
.85e
.70.0
.65.0
.704
Equ14te
23.517-26.618
465.1)
•70.0
.60D
-MO
49.625
CWLxn She
7,0.517-23516
.05.0
-70e
+S5.0
.70.0
51 .1 iHtl Pmdm
1T.517.20AI0
.00
.700
.05.0
•70.0
CWmm Sin
14.517-17ma
.BSA
.70.0
.SS0
-70.0
detmn she
I1617.74.516
46S0
-70.0
.65.0
40.0
Stwaat
II.3n•u.515
.65D
a0D
.65.0
.70.0
Tar,.
36.517.41.6u
+65.0
•70.0
+65.0
.70.0
Sra MEtmge
31.517.36A18
465.0
-70.0
we
.70.0
EgWWoe
2B.517.31.518
.65D
.710
465.0
•70.0
62
Smedml PI Wm
23.51T.2EA16
+650
-70.0
465.0
•70.0
_I=Sha
20.511.2151E
.65.0
400
.65.0
.70.0
CWImn SOe
17.517.20.616
.63A
. me
.65:0
1 -70.0
IiWtan Size
14.517.17516
465.0
-70.0
+650
1 -051
CWI,m Ehe
13.017-14.510
.65.0
•70.0
+65:0
87.3
9fode,t
11.864-13AIS
.05.0
-70D
+650
1 �&S
Tared
30.517-41A46
.05.0
•70.0
.E9.0
•11.0
dale. Size
3BA17-39AI8
4G5.0
-70.0-65.0
•70.0
Egu311ta
18.517. 38A16
+6SD
•70.0
.0.0
40.0
76
CWte. 61ze
32.617.35L18
40.0
.70.0
.65.0
-10.0
SWltu PWAM
29.6I7-31516
.65,0
am.D
+65A
-70.0
CWIm0 We
26.W-29D16
.65.0
-70.0
+610
47,3
SiFw
I4.6s4.25,518
4650
-70D
+55.E
L8.6
EgW4ee
38.517-nsad
.69A
-702
.05.0
.70.E
ea
C,slvinsW
35.s17-3SA10
:film
-70.0
+e5.0
417.3
filortlnl Prmlm
11B81-25-6I6
.63.D
.70.0
465.0
.06
91.78
T,7eat
^ • 41.814
.65.0
-Tom
*65.0
4i8.5
G139T2pos
6,7aa
Design Pressure, ibslfll
.65.0 f -70.0
R.W.I. I
R2
For IS window and sass sties
ANCHOR GROUPAND QUANTITY.
H
i1'
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6.7 & 8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS) PRODUCT REVISED
SEE TABLE 10, SHEET
9 FOR ANCHOR GROUP AND QUANTITY.
as eomplying with the Florida
•• MIN. SASH HEIGHT=
(APPLIES TO ANY
WINDOW BUCK HEIGHT-50.136
HEIGHT 91.78" )
Building GCodde
NOA-No. 20-0401.03
LNSN4,��''���
ir21t1on Date 7/30/2025
By.
Revision. -Ear
C) SASH HEIGHT CORRECTION:
AK - 03/10/20
Nlam Dade Produo� Itrol
No.58705
'.
®
NOTES:
1) USE THESE TABLES FOR ALL WININSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
_1�n
- yr.
Ir
% A 'r, 3 0
DescTipgdn:
DESIGN PRESSURE TABLES
D7arn W.
J ROSOWSKIDOWS
1o7oTEGHNOLoGYDRIVE
2) FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE.
C(/-Z
O� OF 1
N. VENICE, FL 34276
(9/Q480.1600
nth..SINGLE HUNG WINDOW INSTALLATION -LM i
05/15/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
'ss/ONAL
SeNAn'
`
ScDfe:
Sheet
DraID N0,
Rdr
ON THE TABLE.
A 1(""I MILLA P.E.
H- .
SH-5500
NTS
6 OF 13
MD-SH5500-01
C
REGISTRATION 19292g6
P.Eri 58705
Om517yp.
MZ15616
R41nf. LCwI
3
WW Soso
Delcdp.&nhxdll'n
RanOv 0 Wi,d.w
He19h161m.0
SalhHeghl
RaN41)
Design PreBsum,ibsrftx
WIdaxemk
V (in)
W-t-a-407T
43
1 62125
1 54
215
Eq.ImItC
1094
470.0
-I ILO
+70.0
-110.0
+1a0
.17Q0
4700
-110A
Stallard C.11a96
14.517. 76870
Me
•11DA
470.0
•110.0
+70.0
-1100
+70.0
-110A
25
Eq P4.
11.511-14,510
+TOD
-110.0
+70D
-110.0
+70A
•110.0
+7D.0
410.0
Slarda. Prwlew
11.377-III=
+70.0
.110.0
-70.0
•1100
.70,0
•110.0
+70.0
-170A
TOM
23.517.5.260
+700
410.0
.70.0
.110.0
.70.0
•110.0
.70A
A10.0
Stmul do na9>
m058.23.518
+70.0
•110.0
+70.0
410.2
+70.0
-110.0
+Me
•1110
37.376
Eq.W.
17.51T-20,07
+70.0
410.0
-70.0
-1%
+7011
•110.0
.ro.0
-119.1
St.M. P-1-
14S77-77516
+TO0
-110.0
+TOD
-110D
.70.0
-110.0
+70.0
•110.0
Shwleal
11.377-14.518'
+7Q0
41Q0
+70.0
410.0
+70.0
•107.0
4vx
.103.0
T.Oesl
27563=31.911
+M0
-110.0
+70.0
•99.0
N0A
-Me
+7130
410.0
Getgm 6Qe
Na0
-110.0
4mo
-no.D
N0,0
•110.0
+700
•1fOD
Stadlxd C-g.8.51T
+70A
-110D
470.0
410A
+MO
•110.0
470.0
.110.0
44
EgmHtle
,518
.70.0
.110.0
+70D
•1100
.70.0
•110.0
+700
•iiae
Sneded Pfome
SIe
+700
410.0
+70A
•110.0
.7Q0
•110.0
+70.0
•110.0
0.0mSh.
R511-582
.510
+70.0
410.0
+700
-112
+7°A
41Q0
+710Shwle4t
.51E
+70.0
•110.0
+70.0
.110.0
.70D
•107.0
-70.0
-103.OTe0n1
S."I+"D.110.0
-70.0
.9a0
Me
-03D
+70,0
Slwdwd COse&LSeR
+70A
•110.0
+70.0
4100
+700
1 Alma
1 +70.0
1 •110.0
Egml7d.
20.517.2a618
.70D
•110.0
+70.0
410.0
.70.0
410.0
+7D.0
-110.0
48
SlandadPr.&w
17.517.20.618
NO.0
•110.0
+70.0
-t7Q0
410.0
.1110'470,0
-1100
O.W.S4.
14,517.1751E
+70.0
410.0
+70.0
410.0
+ A
.1110
+roA
-110.0
Cucbm6he
11617.14.610
+70.0
.110.0
.70.0
•140.0
+70.0
-110.0
+70.0
-110.0
Shawl
11.377. 12518
+700
•110.0
+70D
410.0
470.0
•110.0
+700
-710A
.11 .t
31208.37.590
+70.0
-110.0
MA
A10
.+70.0
-910
+70.0
-90.0
SWO,,cl C0ane
5,517. 33.207
N0.0
410.0
170.0
•1fa0
+70.0
-11a0
+roe
.110.0
EgmNda
21577.28.51E
+70.0
•110.0
+70.0
.110.0
+70.0
•110.0
+ro0
-1100
g 49.85
C-t.. m
20,517-23516
N°0
410°
+TQO
•110.0
+70.0
41n°
st°.°
•110.0
2
StgMaN P,aiew
17.517.2(1518
+70.0
•110.0
+70.0
-11Q0
+7n0
-71a°
+70.0
-110.0
Cuslamshe
14,517.17510
+70.0
-noo
N00
41G.0
+70.0
-110.0
+7a°
-110.0
45wrwnslx..
M517-14519
+70.0
-110.0
+70.0
41Dor-M,
.Imo
+70.6
410.0
5hadmt
11.377. 1Z510
.700
•110.0
N00
•1100
•110.0
MA
.110.0
T.0-1
30517.41D44
+700
-7f0A
+7GG
-112
-110°
+7DO
•LE
Stwdad Ca8age
31.517-30518
+70.0
.110.0
+70.0
410.0
4160
+70.0
-110G
E¢mtm.
20.517-31.518
.70.0
-110.0
+740
'•110.0
•110.0
+ro0
•122
StmdwdPmkw
23.517 - 28.5111
+70.0
•110.0
-70.0
.110.0
•11a0
N0D
-1110
62
Cmimn she
20.517+9.511)
+70.0
410.0
+70A
-110A
•1100
-70.0
•110.0
CIm.mSh.
17.517-5.515
+70.0
410+0..70.0
4%0
•11a0
Me
4104
Cm14m Six.
14.517. 17.516
+70.0
410.0
+700
•110.0
+70.0
AVIA
+70.0
1410.0
Cmlom Shd
11017.14+616
+700
410.0
+700
AiG.0
-70.0
•1100
+7ae
•110A
Sbwlcl
11.884-11018
+70.0
.110.0
fDA
-110.0
+700
410.0
+70.0
-11a0
T.Dest
39.517. 41DU
+70.0
-110.0
.70.0
-110.0
.70.0
.110.0
+70,0
122
Cmlgmsk.
31517-39.518
i70.0
4Ule
+700
410.0
170.0
.1160
+70.0
•1100
Egmis.
15.517-31516
+70.0
•110e
470.0
4100
470.0
-110.0'+7QG
•12!
75
C.1-silt.
32,517-31510
+700
-1100
.7QO
410.0
.70.0
•11a0
-70.0
•1100
SI2.d dPlaiew
29.517.3251E
1 +70.9
1 4la0
1 +7a0
I -110.0
470.0
1.110D
+70.0
•110.0
OwmmSh.
20,617. 29.510
1 +70.0
•110.0
F.70.0
1410.0
4ro.0
-110.0
.70.0
-11D.0
.ShW.t
24.984. 28.518
N00
1410.0
+7Q0
1.110.0
1 +70.0
1 •1100
+70.0
A10A
Eq.Wde
38.617.41.844
+7Q0
•170.0
N0.0
•1le.
♦ro,0
-11a0
+710
•110.0
84
Cm1.msGe
31511.3851E
47a.o
afo.0
•70.0
410.0
+70.G
-11aa
+70.a
•110.0
StandadPmiew
31M-35618
1 -70.0
410.0
+70,0
-110.G
+71Lo
1 -1100
1 -Me
1,1110
eL7e
T.lesl
- • 41.844
1 +79.0
14lao
1 +7(10
1 -1Is0
1470.0
1 .1m9
I .ro.D
1611G.0
SEE TABLE 11. SHEET 10 t•OK ANOKUK GKUUP ANU QUANTITY.
"MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-50.13E
(APPLIES TO ANY HEIGHT 91-,79, OR LESS)
al.. Typc
13614
Qefd. Lew?
a
BC. -Sash
DesdpwJxjtmn
Ranpe49Wmd
Ibsmst-
Sash H4lohl
Paga 9n)
Design Pressure lbde
VOMww imk
Wd.h lln)
Is
24
321
38
1 40
4e
1 SZ125
54
23.5
Egmgla
11.394
+70.0
.110.0
47O,0
•110.0
+70A
-1 fee
.70.0
-110.0
.70.0
1 -110.0
-70.0
-110.0
+70.0
•110.0
+70.0
•110.0
Standard Cat.W
14517•1S.870.
;70.0
•110.0
♦70-0
-110.0
+70.0
41Q0
+70.0
•11a0
.7aO
•1100
+ro.0
•110.0
47Q0
•110.0
.70.0
•110A
28
Eq.W.
11.563-14.610
.70.0
-110.0
.70.0
-110.0
.70.0
410.0
+70.0
-110,0
+70.0
-110.0
+70.0
-110.0
-+70.°
•110.0
470.0
411)0
SWr"dR -
11.377-11.502
+70.0
-11Q0
+70.0
-1140
-10.0
.110.0
+70.0
•110.0
+70.0
•110.0
NOD
•110.0
-70.0
-110.0
+70D
•110.0
Tabsl
21517. 5.288
.70.0
•110.0
.70.0
.110.0
+70.0
.110.0
+70.0
-110.0
.70.0
.110.0
+700
•110.0
+70.0
410.0
.70,0
-11a0
Slandwd Co"aQ0
211056. 23,510
t70.0
.110.0
+70.0
•110.0
+70.0
410.0
+70.0
-110.0
+70.0
.110.0
+7DO
410.D
+70D
.110.0
NOD
.110.0
37.375
Equable
17577.20.057
+70.0
•110.0
470.0
4100
+70.0
410.0
.10.0
-110.0
+70.0
470.0
+700
-110.0
-70.0
-110.0
.70.0
•109.0
Standard RWnv
14.517. 11.510
+70.0
•110D
47Q0
•110.0
+70.0
41011
+70.0
•110.0
470.0
410.0
47aO
•110.0
+70.0
-110A
+70.0
•110.0
Stalest
11.377.14.618
470.0
s110.0
+70.0
410.0
+70,0
1.110.0
+70.0
.110.0
+70.0
•110-0
1 4700
-1100
.70D
407.0
.70,0
•103.0
Tallest
27,583. 31.911
+70.0
.110.0
+70.0
-110.0
+70.0
-110.0
-70.0
410A
+70.0
1 •1140
1 +7110
I -eav
470.01
Ga0
1 +70.0
40.0
0.1-Six.
26517. 27692
+70.0
-1100
47a0
•11U0
+70.0
-1100
+70D
-1f00
+70D
1.110.01
Me
-1100
+T0.0
1410,01
.70.0
1 -110.0
SWdwdCeltepo
23.517.20,516
+70-0.
-t10.0
+70.0
410.0
+70.0
-110D
-70.0
410.0
+70.0
-110,0
+70.0
410A
+700
1.110.0
+7a0
.110.0
44
EwAIIII.
2Q617-23,518
+70.0
•110.0
+70.0
41Q0
.70.0
•1110
-MD
.110.0
470A
.110D
+70.0
.110.0
+70.0
-110.0
.70.0
•110.0
.Sraldad P.J-
17,517.2051E
.70.0
-1100
-0
•110.0
.70.0
.1100
+70.0
-110.0
.70.0
.110.0
+7ao
•11010
+10.0
•111.0
N0.0
-710.0
Cmlwn Six&
14.577. 17.518
+70.0
-110.0
47UD
-1140
+Me
410.0
-70.0
410.0
+70.0
-110.0
+70.0
-110D
+70.0
.110.0
+70A
-110.0
Shodesl
11,377.14.61E
+70.0
-110.0
+7a0
41Q0
+70D
• lell
+70.0
Alee
+7a0
-110.0
+700
41Q9
N00
407D
.70.0
•103.0
T.nw
31.S17.35,011
+70.0
.110.0
+XG
•110.0
-70.0
-110.0
.70.0
410.0
+TOD
•1100
+MD
-9a0
.70D
-MD
T0.0
410.0
Standard Caltape
2a517-31sae
+70.0
.1104
+70.0
4m0
+70.0
-110,0
+70.0
-110.0
-70.0
•110.0
+7a0
-110.0
-70.0
-Imo
+70.0
-110.0
Egm461.
20517.20,418
.70.0
•110D
+7Q0
-110.0
+70.0
.110.0
.ro0
4100
.70.0
-110.0
.70.0
•110.0
+70.0
-110.0
.70D
+110.0
48
StmdsdPrwaw
17,517.2Afi10
+7Q0
.110.0
470.0
.11us
+70.0
410D
+7Q°
410.0
+70A
.110.0
+70.0
.110.0
+70.0
410.0
+70.0
.110.0
Outgm S40
14,517.17.518
+70.0
410.0
470.0
-410.0
+70.0
-110.0
+70D
•110D
+70.0
-110.0
+7s0
.110.0
+700
-110.0
+ro.0
-11D.D
O t_Sha
12417.14.61E
NQO
•110.0
+700
4140
N00
-110A
470°
410.0
+700
•110.0
+roe
•110.0
+700
41Q0
+70.0
•11D.0
g
5•hwlest
Tallest
11,3T7. 12S18
33208-37,S30
+MO
+70.0
-110A
410.0
+70.°
+7a0
.11a0
41MO
+700
N0A
-110.0
•710A
+700
+70.0
-110.0
410.0
+70.0
+7e0
-110.0
•110.0
+70.0
+70.0
-110G
.69.0
+70.0
+7aG
410.0
-Me
'.70.0
+70.0
-1100
-0D.0
•i�'
bl.W dQW up
M17.3u07
+7ao
.110.0
NaQ
410.0
+704
410.0
+70.0
410.0
+70A
Alas
�+70.0
•110D
+70.0
•1m0
470.0
•110.0
9
Eq."s
21517-5.518
♦70.0
-110.0
QUO
.110.0
.roe
410A
+70.0
410.0
+7Q0
•110A
+70.0
-110.0
+7Q0
•1101
+700
•1100
4nB25
O =She
2Q1i17. 23,51E
+1se
-110D
41a0
-1111
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•11110
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17.517.2D.510
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Me
•1140
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.70.0
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14,S17.17416
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+704
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+70A
-110.0
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12517. 14.516
+70.0
•110.0
+70A
•11Q0
+70.0
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-70.0
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+700
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31.517-31518
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accl .1. 11, an 1V-iWU71U15 brtVU1-W.-I II T.
**MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50,136
(APPLIES TO ANY HEIGHT 91.78.OR LESS)
LYN7v '�..
No, 58705�
SASH
HEIGHT
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS TYPES 9-16
(REINFORCEMENTS SHOWN
IN FIGURES ABOVE APPLY
TO ALL CONFIGURATIONS)
ro.o stet
700
GLASSTYPES,9 THROUGH
'97A
16 MAY NOT BE USED WITH
ro.0 mo
J-CHANNEL OR INTEGRAL
PRODUCT REVISED
ro.o -aoo
FIN FRAMES
as comp ng with the Florida
Building e
NOA-No. 20-0401.03
teyl8hn:
Exira�t�lon Date• 7/30/2025
C) SASH HEIGHT CORRECTION.
W
AK - 03/10/20
By7 _M
Miam Dade Produ"o trol
NOTES:
_ -
Da9cnyfkn:
Dr01m gi"'
'1) USE THESETABLESFOR ALLWINDOWSINSTALLED 'THROUGH THEFRAME.
�� •: 7 J3••Z•[I ;' �•�
1070TECHNOLOGYDRIVE
N. VENICE, FL 34275
DESIGN PRESSURE TABLES
J ROSOWSKI
2) FRAME DIMEN81ONSARE BUCK. SASH HEIGHT ISASPER THE FIGURE.
O . •. SATE OF
�•.•FjnRiOA_•.••\.`�;
(941148NI600
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
'�iS�OIVAL E k
Serf"/Mode).
Scare:
5heat
Dra1ring No.
Re
ON THE TABLE.
A Ll(I�Po MILLW P.E.
SH-5500
NTS
7 OF 13
MD-SH5500-01
C
P-E.7758705
REGISTRATIONI1129296
3.500" 3.500" -
��-- .C62' �� .062
PP � 1.463" a
.625" O r XCHANNEL FRAME '6M O.FLANGE FRAME
1 1.3175 HEAD/JAMB HEAD/JAMB
.L
3AB3'
D 2A44"
��P D�00
.625' II II T J-CHANNEL
IU 1.375' O FRAME SILL
1.630
0 1
T
.065" 1.375"
1
-�{ 1.231'
1.00D" �-
O14 FIXED
16 SASH RAIL
MEETING RAIL
864" [1.175"
.316"1�1
.754„
.035" -r{�-
OLAW IG
72 BEADING
EXTRUDED
60 SCREEN FRAME
3.483"
-i4-�-- .062"
O2.444"
�00
ANGE
, _/ rHAME SILL
3,500" 3,500"
I 1.483" 1.483"
FOOD � r�00❑
OFIN FRAME O EQUAL LEG FRAME
HEAD/JAMB HEAD/JAMB
3.483" '{ T
QI-- .062° � j
a�� 2.444„ 00 �
1.375' (/ FIN FRAME
J SILL
3:483" -�•{
DI_--
2A44•-
as o
OEQUALLEG
FRAME SILL
.070' --1 �-.060"
j>�l .716'
-��1.1B5��f�
23OLIGHT SASH
REINFORCEMENT
070" -►IIF
.791"1A1.03 6"
~ 1.331" �-
STANDARD
26 MEETING.RAIL
REINFORCEMENT
OHD SASH
REINFORCEMENT
1.182' �-•
070"
1.041°
L .130"
--►-� 1.340" I-+-
OHD MEETING RAIL
27 REINFORCEMENT
1.215" 1.376" I � 2.100" 2.176" 1.472"
.599" � ►{ {r- 1.565"
.974" -I-11 JI�1
.590" .471" �7„
.035" .355" .0501, .050"
.080" -' 070• .070
BALANCE SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED
17 COVER ,8 SCREW COVER 1$ INTERLOCK 20. INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER
PRODUCT REVISED
as eompiying with the Florida
i3ullding Dodo
111111 r r r i NOA-No. 20-0401.03
'fog`, LYR°Wgbm FX IraIII Date• 7/30/2025
Jew
C) NO CHANGES THIS SHEET_ B�
AK - 03/10/20 Miam Dade Froduel-cctrol
.750" _ ,�. No.56705
T Dmwn W..025" Deacnptfon:
ROLLED O iE F � ` � � 107ViCHTEFL
81 OGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI
N.SCREEN FRAME ''•, F(ORIDi;,.•'•\'� 1 (941}4 600 Tub' pm:
.,Ssjp AL NC`��* SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
,�rrrrI II Iltt�` s-I-Ow-ft scale: 9met Dmwhv No. Rev:
A LYNN MILLER, RE SH-5500 NTS 1 11 OF 13 MD-SH5500-01 C
RE#58705 REGISTRATION#29298
Bill of Material
#
I Part, #
Description
Material
1
620101
Single Hung Frame Head & Jambs - J-Channel
PVC
2
62D102
Single Hung Frame Heed & 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
SHIDH Frame Sill - Flange
PVC
7
620107
SH/DH Frame Sill - Fin
PVC
8
1 620108
ISHIDH Frame Sill - Equal Leg/Box
PVC
14
620131
Fixed Meeting Rail
PVC
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cover
PVC
18
620133
Sash StoplScrew Cover
PVC
19
620158
Pull Rail Interlock
6005 T5 Al
20
620144
Pull Rail Interlock Cover
PVC
21
620157
Beveled Interlock
6005 75 Al
22
1 620146
1 Beveled Interlock Cover
PVC
23
620150
Light Sash Reinforcement
6063 T6 At
25
620152
HD Sash Reinforcement
6063 TS At
26
620153
Standard Meeting Rail Reinforcement
6005 T5 Al
27
620154
HD Meeting Rail Reinforcement
6005 75 At
30
61644
Weatherstrip, .:1ST' x .27U' Fin Pile
31
SQ30D
Weatherstrip, .10' x .309' Foam Bulb
Flex PVC
32
61719
Weatherstrip, .187" x .220' PolyPile
33
1 61825
lWeathGmtdp Plug, .220" Finseal
35
78XIMTTT
#8 x V Ph. PH SDS (Interlock Mounting Screw)
36
78)GTHPX
#8 x 3" Ph, PH SMS (Meeting Rail Screw)
41O SS
37
716698P
Meeting Rail Screw Support Plate
6063 T6 At
38
720210
Weep Hole Cover
PVC
40
720)0=
Constant Farce Balance
41
#S x 3/4" Ph. FH SMS (Con. Force Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44
78X114FPAX
#8 x IAMP Ph. FH SMS (Spiral Balance Screw)
41085
Part #
Description
Material
76
Kommerling 4SG TPS Spacer System
See this
Sheet for
Materials
77
Quanex Super Spacer nXr with Hot Melt Butyl
78
Quanex Duraseal Spacer
79
Cardinal)(• Edge Spacer
Bill of Material, cont
#
Pan #
Description
Material
45
720197
Auto Lock Mechanism
C.Sieel
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 Lock Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zlnc
50
776X34PPA
96 x 314" PH. PH SDS (Keeper Screw)
SS
51
420181 UR
Beveled Tilt Latch Comer Key
PVC
52
420182 UR
Pull Rail 'nit Latch Comer Key
PVC
53
7634PHFL
#6 x 3/4" Ph. FH SDS (Comer Key Screw)
SS
54
420183
Till Latch
PVC
55
420184
Tilt Latch Retainer
PVC
56
720207
V Tilt Latch Spring
SS
57
420186
Plastic' 1l: Latch Finger Pull
PVC
58
720192
Metal Tilt Latch Finger Pull
Cost Zinc
59
420180
Pivot Bar Comer Key
PVC
60
720206
Pivot Bar
SS
63
720191
Sash Pull Handle
Cast Zinc
64
7201 44
Sash Pull Handle With Latch Assembly
Cast Zinc
65
7834FPT
#8 x 3/4" Ph. FH SDS (Pull Handle Screw)
SS
66
420188
Bottom Latch Strike Plate
Cast Zinc
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 lbw 983
Silicone
75
71646N
Setting Block (7/8" x 1" x 1/8"), 85+/- 5 duro.
EPDM
80
610.12
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 X2
PVC
65
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87
616W-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.
STRUCTURAL
DLYISOBUTYLENE
WITH DESICCANT
EXT.GLASSti
KODISPACE
7a 4SG TIPS
,ONE
STRUCTURAL
SILICONE
114" NOW FOAM
WITH
DESICCANT
FJ(T. GLASS--V
tT. GLASS
BUTYL
" NOM.
GLASS
SUPER
SPACERU NXTTm
nr:nvrvrc�uwcry r POLYISO. DESICCANT FILL AREA
BUTYLENE 5116" NOM.
5116" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STE
EXT. GLASS
EXT.GLASS
INT. GLASS INT. GLASS
DURASEA0 XL ED.GETm
70 SPACER 7s. SPACER
. ulnrni
No.50705
•._ SAT OF r
1070 TECHNOLOGY DRIVE
N. VENICE, Ft 34275
JQ�
'•FZORIDP,,•'G1 ;�
(941)-480.1600
,;ONALfill I�N
A. LYNN MILiR, P.E
P.E#58705
REGISTRATION#29298
C) ADDED BACKBEDDING.
AK - 03/10/20
PRODUCT REVISED
ascomp"
ing with the Florida
Building Code
NOA-No. 20-0401.03
Ex iration Date• 7/30/2M
By: LGl
Mlarn Dade Produc"o trot
BILL OF MATERIAL (BOM) J ROSOWSKI
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
Sartea/Nodeh Scale: Sheet• emrhg No. Rer.
SH-5500. NTS 12 OF 13 MD-SH5500-01 I C