HomeMy WebLinkAboutNOA; Series SH-5500 PVC Single Hung WindowMIAWYADE R Cam,��LAF
CODE dUW T �XTION
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES auW. LUC175-2474
BOARD AND CODE ADMINISTRATION DMSION TL7_ 31 = _ 8 315-2599
NOTICE OF ACCEPTANCE (NOA) 11ECENEC �� �d e.Q v/building
PGT Industries, Inc. 20��
1070 Technology Drive JUL 2
North Venice, FL 34275 �y
F�On H9ny
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11SH-5500" PVC Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single 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.
�ourr NOA No. 20-0401.03
WMAMMADE� 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, 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 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0714.03)
2. _ Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7964, dated 11/15/14, signed and 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 n r
NOA No. 20- 01.0
Expiration Date: July 30, 5
Approval Date: July 23, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'
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 04/1,6/20.
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
61h 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
Jaime Gascon, P.E., Supervisor, Product Control Se
(Submitted under NOA No. 15-0519.05)
Manuel Perez, P.71 E.
Product Control ExaC
NOA No. 20-0 01.03
Expiration 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 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
PTL-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 51
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 Ex
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 SentryGlas0 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 6th 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 Exam r
NOA No. 20- 01.03
Expiration Date: July 30, 5
Approval Date: July 23, 2020
E-4
ANCHORAGE
EXAMPLEFOR �.2B-1/8"MAX. O.C.
RADIUS -TOP
HEADER (SIM. " SEE
12" MAX. FROM
B
FOR ALL FRAMESEAM ,
WINOOWTYPES) SHE93 ~
B, SEE ASEE
30" MAX. O.C. `i��I--•12" MAX. SHEET3�
SHEET
SHESEE
ET 3 12.
EQUALLY
EQUALLY / 17-716"MAX. O.C. SPACED
ANCHORSPER
SPACED ANCHORS PER TABLESS-11
/TABLES 9.11 Q
MAX.
Lj 10"MAX. O.C. BUCK
X HEIGHT
EQUALLY 13-3/4" MAX. O.C. EQUALLY
SPACED T_ SPACED
ANCHORSPER ANCHORSPER
TABLES 9-11 Al 'TABLES 8-11
8.12' MAX.
NO ANCHORS AT SILL
B -�' __ SEE SILLWEEP- B �
- 54" MAX. BUCK WIDTH -►NOTCH DETAILS,
SHEET3
54" MAX. BUCK WIDTH
30"
~� MAX. O.C.
12" MAX.
FI%XEDIGH VISIBLE
1 �'
LIGHT WIDTH
�I
B, SEE
FIXED
SHEET 3
- i
/VISIBLE
�—
A, SEE
LIGHT
17-7/8"MAX. O.C.
S11ET3V
-
I / HEIGHT
_ -�-
EQUALLY
91.78"
SPACED
O
MAX. ANCHORS
PER
BUCK
TABLES 9.11
-
'�— HEIGHT
ANCHORAGEEXAMPLE
DESIGN PRESSURE RATING
IMPACT RATING
FOR ARCH -TOP
VARIES PER REINFORCEMENT
LARGE& SMALL MISSILE
HEADER (SIM. S)
WINDOWTYPES)"MAX.
LEVEL, SEE SHEETS 8-7..
IMPACT RESISTANT
MT
52"1/8"MAX. BUCKHE TH
FROM
SEAM
D, SEE
'SEE SHEETS
- `I 869
1-1/4"RAME
I-+- 30" MAX. O.C. -12�
SHEET 4
C, SEE
r. SHEET
I
I
X 10" MAX. O.C. X
SASH 1MAX. O.C. EQUALLY
fI VISIBLE 1 �_ SPACED
- I AN
CHORS PER
HEIGHT A� TABLE98-7
SASH VISIBLE `L I SEE SILL WEEP -
LIGHT WIDTH .NOTCH DETAILS,
SHEET 3
ELEVATION FOR TYR EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION
I,
12"
17-7��/8" M[[A'' X. O.C.I
82''
MAX.
10"MAX.IO.C. BUCK
�_y HEIGHT
13.3/4" MAX. O.C.
SEE
SHEETS
-1A 8&9
"i
BUCK
HEIGHT
AS GHOWN
(91.78"
MAX.)
SEE SILL WEEP- SEESILL'WEEP-
54" MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS,
SHEETS 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 /Qium eo eununD nmeouQinuQ Pnw ATWrO nnNAlrl IRAnnM.R%
GENERAL NOTES: SERIES 5500IMPACT 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 30' IN THE HVH4 THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMIrDADE 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).ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS ZX ARE 1-1124THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND 8ECURED 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 SASE MATERULL SHALL. BE.BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS
SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THESUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. a
GENERAL NOTES .................................................
1
ELEVATIONS.........................................................
1
FRAME. GLASS 8, ANCHOR OPTIONS.................2
INSTALLATION, FLANGE & EQUAL LEG/BOX..:..3
INSTALLATION, INTEGRAL FIN & J-CHANNEL-
4
GLAZING DETAILS ................................................
5
DESIGN PRESSURES ....................... :...:...............
6-7
ANCHOR'QUANTITIES........................... -.............
8-10
EXTRUSION PROFILES ........................................
ti
ASSEMBLY & PARTS LIST...................................12.13
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL A CYCLE TESTING AND GLASS PER ASTM E1300. • 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 USED N THE DESIGN F THIS PRODUCT.EE7 6 LOAD DURATION FA TOR WAS USED. FOR THE EVALUATION OF ANCHORSDING TOTHE ENTO WOOD,. ANCHORS THATCOME INTO CONTACTWITH OTHER D DESIGN PRESSURE- THE 33-1/3% STRESS INCREASE HAS T BEEN
• ASTM E&PA N8
• ANSI/AF&PA NDS-201B 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 GODE'AND TO BE REVIEWED BYTHEAUTHORITY HAVING JURISDICTION. • AISI S100-16
10) REFERENCES: TEST REPORTS FTL-7964 & 79B6; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCO/DEWALT CREIEFLEX NOA; ELCOIDEWALTAGGRE-QATOR-NOA; ENERGI WINDOW AND • AISC 360-16
DOOR PROFILES; LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM'DESIGN MANUAL
l l) APPLICABLE EGRESS REQUIREMENTS TOBE REVIEWED BY BUILDING OFFICIAL
1�7
LYNN�9
USER INSTRUCTIONS:
•;��
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.
�:
_.:1 No. 58705
3) KNOWING YOUR GLAZING OPTION 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
•' >� =
(TABLE
PRESSURE FROM TABLES 4-9. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
_
-
OPENING OBTAINED IN STEP 1.
4) DETERMINE THE ANQUANTITY FROM TABLES 8-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR
'
i3
7 V ��OF
Q ',
GY
NOLOGY
N. VENIC1070 TECHDRAlE
34275
YOUR OPENMG'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET.
%
i�s'•AZORIOI;,.•'
941 1800
6) INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
//,
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (4-CHANNEL, FLANGE,
/A LON AL11 ORE.
INTEGRAL FIN OR EQUAL LEGIBOX).
P.E.it 58705
REGISTRATION N292B6
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE TABLE.
AK - 03/10/20
DowdPOon:
GENERAL NOTES & ELEVATION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. . 20.0401:03
Expiration Date 0)7/30/2025
By; '(cu Ue& h
Mlam Dade Produy-Ge trol
J ROSOWSKI
SINGLE HUNG WINDOW INSTALLATION - LM J 05/1.5115 1
NTS 1 1 OF 13 1 MD-SH5500-01
Glass
Type
Description (Listed from Exterior to Interior)
Design Pressure
Table # Sheet#
5
7/8" Laminated I.G.: 1/8" A Extedor Cap + 7/16" Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with .090" PVB Intedayer
4,5
6
6
718" Laminated I.G.: 1/8" T Extedor Cap + 7116" Air Space + 5/16' Laminated; (2) Was of 1/B' A Glass with :090' PVB Intedayer
4,6
6
7
7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8° Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .09D' PVB Intedayer
4,6
6
.8
718' Laminated I.G.: 3116" T Exterior Cap+ Te Air Space + 5/16' Laminated; (2) Lites 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 + 5/16" laminated; (2) Utes of 118" H Glass with .090" SG Intedayer
7
7
10
7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Liles of 118" H Glass with .090• SG Intedayer
7
7
11
7/8' Laminated I.G.: 3/18' A Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Lites of 1/8' H Glass with .090r SG Interiayar
7
7
12
7/8" Laminated I.G.: 3/18" T Exterior Cap + 318" Air Space + 5116' Laminated; (2) Woo of 1/8' H Glass with .090' SG Intedayer
7
7
13
7/8" Laminated I.G.: 1/9' A Exterior Cap+ 5116" Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .090' SG Intedayer
a
7
14
7/B• Laminated I.G.: 1/6" T Extedor Cap+ 5/16' Air space + MIS" Laminated; (2) Lites of 3/15" A Glass w)th .090' SG Intedayer
8
7
15
7/8" Laminated I.G.: 3116" A Exterior Cep + 1/4" Air Space + 7116" Laminated; (2) Utes of3/16° A Glass with .090" SG Intedpyer
7
7
16
71W Laminated I.G.; 3/16' T Extedor Cap+ 114" Air Space '+ 7/16' Laminated; (2) Utes of 3/1S" A Glass with .090. 6G Intedayer
7
7
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge.
Distance-
Min,
Embedmene
A
#10 SMS
(steel, 18.8 S.S.
or 410 S.S.)
P. out ern ne (,G=0.55
7 6
1-3 8'
Steel, A361
3/8"
0.059
Steel Stud, A653 Gr. 33'
3/8"
0.0451' (18 Ga.)
Aluminum, 6063-T5'
3/8"
0.050'
3/16" steel Ultracon or
UBracon+
P.T. Southern Pine (SG-0.55)
7116'
1.318"
Concrete (min. 3 kal) -
T.
1.316"
3/16" steel Ullracon
Ungrouted'CMU, (ASTM C-90)
2-1/2"
1 1-1m,
W16" -steel Ultracon+
Ungrouted CMU, (ASTM G90)
1"
1.1/4"
8
#12 SMS
(steel, I" S.S,
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-318"
Steel, A38'
30
0.050"
Steel Stud, A653 Gr. 33•
30
0.0451" (18 Oa )
Aluminum, 6063:M*
TV,
0.083"
Ile steel Ullracon or
Ultracon+,
p.T Southern Pine (SG=0.55)
1"
1-318"
1/4" steel Creteflex
P.T. Southern Pine (SG=0.55)
1"
1.318"
114" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1"
1-316"
114" steel Ultracon
Concrete (min. 2.85'ksq
1"_
1-3/4'
Ungrouted CMU, (ASTM C-90)
2-117'
1-1/4"
C
1/4" steel Ullrecon+
Concrete (min. 3+ksl)
13/15'
1314"
Ungrouted CMU, (ASTM C-90)
1"
1-114"
1/C steel Creteflex
Concrete min. 3.35 ksl)
1"
1.3/4"
114" steel Ultracoh
Concrete (min. 2.85 ksi)
2-112"
13/4"
114" steel Ultracon+
Concrete (min. 3 Rai)
2-1/2"
1-314"
1/4" aleel'Ullmcon+
Ungrouted CMU, (ASTM C-90)
2-1q,
1-1/4"
D
1/4" steel Creteflex
Conorete (min. 3.35-ksi)
2-1/2"
1314"
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4"
1/4" steel Aggro-Galor
Concrete min. 3.275 ksi
Grouted CMU, (ASTM C•90
2"
2"
TARI.F-:i'AlI.nWARI FANr.HnRS THRnI IrH THE INTFnRAI FIN
Group
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment'
E
2-112" x .131" Common Nag
P.T. Southern Pine (SG=.55)
318"
2-7116'
2.112" Ring -shank Roofing Nell
P.T. Southern Pine (SG=.55)
3(8"
2-7/16"
P.T. Southern Pure (SG=.55)
112"
1.3/0"
#10 Trusshead SMS
Aluminum, 61183-T5"
318"
0.050"
(steel, 18-8 B.S.
or 410 S.S:)
Steel Stud, Gr. 33"
318"
0.0451" (18 Ga.)
Steel, A36'
310"
0.050"
F
P.T. Southern Pure (SG=.55)
9116"
1310,
#12 SMS
Aluminum, 6063-T5'
318°
0.063"
(steel, 1SE S.S.
Sty Stud, Gr. 33'
8l8"
0.050"
or 41S. S
Steel, A38'
318"
0.050:'
MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
°UNGROUTED
CMU"VALUES
MAY BE USED
FORGROUTED
CMU
APPLICATIONS.
•MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
'GLASS TYPES 5, 7, 9, 11, 13 IN & 15 MAY NOT BE USED
THE HVHZ ABOVE 39.
mri mp In.. rPAMR R1W.0PC
Frame
Types
(see Fig 8)
Glass
Options
(see Table 1)
Frame
ConBgs.
(see Fig A)
Frame
Shapes
(see Fig C)
Installation Options that maybe used
Flange
( )
5 - 16
Equal -Cite,
O& Cottage
8 Cottage
Arch -Top B
SArch- op &
Radius -Top
Through the frame
of the windpw......
....into 2X Wood Frame/Buckstrip - sheet 3, option 1
....Into Concrete/CMU-sheet 3, option 2 '
....through 1X'Buckstdp Into Concrete/CMU -sheet 3, option 3
....Into Metal -sheet 3, option 4
Box /
Equal -Leg
(#4)
5 -16
Equal-Lite,
Orel/PrWew
&Cottage
Square/Rect.,
Arch Top &
Radius -Top
Through the frame
of the window ......
Into 2X Wood FramelBuckstrip - sheet 3, option, I
....into Concrete/CMU -sheet 3, option 2
•••• through 1XBuckstdpinto Concrete/CMU - sheet 3,option 3
....Into Metal -sheet 3, option 4
J•Channel
01)
5-8
Equal-Ute,
Onel/Proview
& Cottage
Square/Rect.,
Arch Top &
Radius Top
Through the
Integral fin......
Into 2)(Wood Frame/Buckstdp - sheet 4, option 5
,,,,Into Metal -sheet 4, option 7
Through the frame
of the window ......
....into 2X Wood Frame/Buckstdp -sheet 4, option e'
.• „Into Metal -sheet 4, option 8
Integral Fin
()
5-8
E uaI-Cite,
q
Oriel/Prodew
& Cottage
S uarelRect.,
q
Arch -Top &
Radius Top
Through the
Integral fin......
....Into 2X Woad Frame/Buckstdp - sheet 4, option 5
....Into Metal - sheet 4, option 7
Through the frame
of the window.,........into
....Into 2X Wood Fiame/Buckstrip-sheet 4, option 6
Metal -sheet 4, option 8
F T
EOUAL-CITE ORIEL COTTAGE
—1
WIDTH--
SUCK WIDTH—
w
-+{BUCK
WIDTH+--
-
rs
i
RECTANGULAR
�
1
RADIUS -TOP
ARCH -TOP
.WINDOW SHAPES AS ABOVE ORSIMILAR 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 6.10rN
No. 58705 •��
= 1070 TECHNOLOGY DRIVE
t] :' 41, N. VENICE, FL 34276
�`� ••FCORtDi;•.•'���; (941}400-1800
'lS�l0NAL SE�x\`.
A L1 t✓tf ItAI%LSR, P.E.
P.E#58705 REGMRATIONiM282f)6
PIM IRp R...... ...
O
O
J-CHANNEL
INTEGRAL FIN
Offn
k
O
&
FLANGE
BOX OR EOUAL•LEG
"A"=ANNEALED ,
"H'= HEAT STRENGTHENED
"r a TEMPERED
PVB" _ .090" TROSIFOL® PVB
BY KURARAYAMERICA, INC.
"SG" = .090" SENTRYGLAS®
INTERLAYER BY KURARAY
AMERICA, INC.
Material
Min. Fr
Min. F.
Steel Screw
.92 ksl
120 kel
IIH Screw
60 ksi
95 ksl
410 Screw
90 kal
110 kel
Elco/DaWelt Ag4m-Gator®
67 ksl
96 kel
Elco UltmConD
155 ksi
177 kal
3116" DeWaft UIIraCan+®
117 kal
164 ksl
1/4" DeWell UltmCon+®
410 SS ElcdDewalt CmteFlexID
184 ksi
169.7 ksl
6063-T5 Aluminum
r1Z?.4
22 kal
A36 Steel
58361
G.r, 33 Steel Stud
33 kai
45 ksl
C) REVISED ANCHOR TYPE
TABLE.
AK - 03/10/20
PRODUCT REVISED
as comp In with the Florida
Building Colo
Non -No. 20-0401.03
Ex Iration Dat0j 7/30/2025
By.
Mlam Dada Produet-Ge trol
GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI I
GLE HUNG WINDOW INSTALLATION - LM 05/15/15
/NodeC Soule: Sheet lhnrinp No. R.'SH-5500 NTS 2 OF 13 MD-SH5500-01 I C
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1 EDGE DISTANCE
ANCHORED THROUGH
EMBEDMENT
FRAME INTO -WOOD
FRAME OR BUCKSTRIP.
d
SEE NOTE 2, THIS SHEET.
EMBEDMENT
EDGE
FLANGEFRAME jj
DISTANCE
SHOWN '
I
[_ 114" MAX TYP. ANCHOR TYPE,
SHIM EMBEDMENTAND
TYP. ANCHOR TYPE, EDGE
EMBEDMENT AND EDGE DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE,
SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2.
4
FIXED
19 20
OPT. SASH TOP
VISIBLE
LIFT RAIL
LIGHT
HEIGHT
FOR ALL WINDOWS:
45
1 ANCHOR @ 3.55"
49
FROM END AND AT
21
CENTER.
O
0
I 22
FOR WINDOWS
72
OVER 36" WIDE:
0
Q
ADD ADDITIONAL
14
45 46 47
SCREWS @16-38°
O
FROM END.
_
FOR WINDOWS WITH
BUCK so
D 16
BOTTOM LOCKS:
HEIGHT
ADD ADDITIONAL
1 85
T—
SCREWS @ 8.318"
FROM END.
'-'
SASH
' EXTERIOR
VISIBLE
LIGHT
HEIGHT
86
18
USE ETHER
OPT.
85
LATCH OR
(2) 1" 81
30 64
BOTTOM LOOK.
INTERIOR 31
TESTED UNIT
WEEP
LOCATION: 6-51W
NOTCHES AT 80
n
FROM SASH END,
EACH END.
II
EQUAL-LEGIB 0 0 1/4" MAX SHIM
FRAME SHOWNN O-n F
.27" X 1.25" f NO ANCHORS
WEEPHOLE ' REQUIRED IN
WICOVER@ ' '
2.87' FROM O ° 4 •• FLANGE OR
a EQUAL -LEG
EACH END. - .. _ - - e _ FRAME SILLS
VERTICAL SECTION 13-6
INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHOREp THROUGHFRAME
ANCHORED THROUGH FRAME AND 1X
DIRECTLY INTO CONCRETEICMU.
BUCKSTRIP'INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET,
EMBEDMENT
�+—• 1/4" MAX SHIM
16 114" MAX SHIM —►{ �+--
.:
18
SASH VISIBLE
LIGHT WIDTH 17
•�
^
�rEDGE
a
DISTANCE
FLANGE
FRAME
NOTES: SHOWN
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 2,
SHEET 2. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS, ANY
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE.OPTHE
WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2;
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2" THICK ARE TO BE
CONSIDERED IX 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, 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS. TO
THE STRUCTURE. WOOD BUCK
DESIGMAND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
BALANCE
TYPE VARIES
WITH SASH
WEIGHT
EXTERIOR
111EDVISIBL.E _ u 4 ILI7
LIGHT WIDTH EQUAL
BUCKWIDTH _ ILEGIBOX
FRAME
HORIZONTAL SECTION A -A SHOWN
DADE APPROVED MULLION, FBC COMPLIANTALUMINUM/STEEL FRAMING OR STEEL STUD.
1/4" MAX.
SHIM #10 OR #12 STEEL
SELF.DRILLING-
SMS (G5), SEE
❑ TABLE 2,
I-1 SHEET-2.
FLANGE
FRAME
SHOWN
EXTERIOR
3)'VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (l
(ALSO REFERRED TO AS DAYLIGHT OPTION V
OPENING) IS MEASURED FROM ANCHORED THROUGH
BEADING TO BEADING.
. III II IIII1 FRAME INTO
METAL
ANY LYNAf
VISIBLE LIGHT FORMULAS
= ;.
No- 5870s
7� -
WIDTH
@H:BUCK WIDTH -6.1/2°
- '-
!
1070TECHNOLOGYDRB/E
N. VENICE, FL 34276
@ FIXED LTE BUCK WIDTH-4-318"
� �q ) ; tt,,Z
O� •, S 1' lV .
HEIGHT (EQUAL-CITE)'•.F(ORIOP
BUCK HEIGHT2-3-15/16"
�i, s�+ '••••••'
(841)418D-16W
NG ���
0NAL E
�,1`
A LYNN MILLER, P.E.
P.E.a 59705
REGISTRATION #28298
1la" MAX.
SHIM
❑rra
D
EQUAL
LEWBOX
FRAME.
SHOWN
INSTALLATION
OPTION 4
ANCHOREDTHROUGH
FRAME INTO METAL
Q) NO CHANGES THIS SHEET
AK - 03/10/20
TYP.ANCHOR
TYPE,
• EMBEDMENT
AND EDGE
DISTANCE PER
EDGE SUBSTRATE,
• DISTANCE SEETABLE2,
• .•4� 'SHEET2.
PRODUCT REVISED
as complyyingg with the Florida
Building Codo .
Nod► -No. 20-0401.03
ExRlmtlon Date 7l30/2025
By:
Mlam :Dado Produo,"almtrol
I FLANGE & EQUAL-LEG/BOX FRAMES I J ROSOWSKI I
SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15
NTS 1 3 OF 13
c
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL F-- EMBEDMENT -
EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK -STRIP. SEE NOTE 2, THIS
EDGE DISTANCE
SHEET.
TYP. ANCHOR TYPE,
J-CHANNEL
FRAME
1
EMBEDMENTAND EDGE _
DISTANCE PER SUBSTRATE,
SHOWN
0
1
SEE TABLE 2, SHEET 2.
_
(SCREW SHOWN)
.1/4" MAX SHIM
• 1 a�
ANCHOR TYPE,
EMBEDMENT AND EDGE
EMBEDMENT
n
DISTANCE PER SUBSTRATE,
II,.
SEE TABLE 3, SHEET 2.
JI
18 (NAIL SHOWN)
*
19
FIXED
20 OFT, SASH TOP
VISIBLE
LIFT RAIL
LIGHT
EIT
1 ANCHOR @ 3.55'
FROM END AND AT
CENTER
FOR WINDOWS
OVER 36- WIDE:
ADD ADDITIONAL
SCREWS @16-318"
FROM END.
FOR WINDOWS WITH
BOTTOM LOCKS:
ADD ADDITIONAL
SCREWS @ 8.3/8"
FROM END.
USE EITHER
LATCH (SHOWN)
OR BOTTOM
LOCK (SHEETS).
TESTED UNIT
LOCATION: 6-5/8"
FROM SASH END.
EDGE
DISTANCE
1
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
WOOD FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
114" MAX SHIM
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
I-- EDGE DISTANCE
/�
EXTERIOR
�I
U
e
B7
���
INTEGRAL
0
1
FIXED VISIBLE 3
FIN
J
—1 FRAME
J-CHANNEL
LIGHT WIDTH
1
SHOWN
FRAME
NOTES: SHOWN
_
BUCK WIDTH
1) USE ONLY
HORIZONTAL SECTION C-C
.SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2& 3
OF SHEET 2. FOLLOW EMBEDMENT
1/4' MAX FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
AND EDGE DISTANCE LIMITS, ANY
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES
INSTALLATION OPTION SHOWN MAY
6HIM
BE USED ON ANY SIDE OF THE
—�7�
ALSO FOR DADE-APPROVED MULLION
WINDOW.
—Y�{
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2,
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-112"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 1.1/2" THICK
OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO -PROPERLY TRANSFER LOADS
TO THE STRUCTURE WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED. FROM
BEADING TO BEADING.
VISIBLE LIGHT FORMULAS
WIDTH
@SASH: BUCK WIDTH -6;1/2"
@ FIXED LITE: BUCK WIDTH -4-3/8"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3.15/16"
INTEGRAL FIN
FRAME SHOWN
#10 OR#12 STEEL Lam_ 'SHIM
-SELF-DRILLING--, � I SHIM
SMS (G5), SEE
TABLES 2'& 3,
SHEET 2.
FIN AND/OR
FLANGE REMOVED
IN -FIELD
rffff�
INSTALLATION EXTERIOR INSTALLATION
OPTION 7 V OPTION 8
ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL
11 11 r l 1 INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED)
LYi
`���; • LtOENSF •.�:���
No, Wos
1070 TECHNOLOGY DRIVE
SAE •F N. VENICE, F.I. 34275
'' �`• '••F;<oRIOP,,.•G���\ (041}4 1600
.`
�ONIA1 LI fEN
A LYNN MILLER. P. F
C) REVISED DADE MULLION
NOTE.
AK - 03/10/20
EMBEDMENT
TYP. ANCHOR TYPE,
_ EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEEr 2.
(NAIL SHOWN)
PRODUCT REVISED
as eomplyln® with the Florida
Building Code
NOA-No.-20.0401.03
ExRIratlon Dat�e/;-07/30/2025
By:
Miam Dada Produaf-6o twl
J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI
SINGLE HUNG WINDOW INSTALLATION.- LM _ '05/15/15
NTS ^ 4 OF' 13-MD-SH5500-01 C
5/16" A/A PVB
7/16" AIR SPACE-
1 /8" A_ GLASS —
a EXTERIOR
5/16" H/H SG —
7/16" AIR SPACE-
1/8" T_ GLASS-
C] EXTERIOR
7/8' NOM. [ --
GLASS TYPE 5
718" NOM.
GLASS TYPE 10
+1 7/8- NOM.
5/16" A/A PVB —
.7/16" AIR SPACE-
1/8" T_ GLASS-
C] EXTERIOR
5/18" H/H SG —
3/8" AIR SPACE-
3/16" A GLASS -
aEXTERIOR
GLASS TYPE 6
7/8" NOM. �+-
GLASS TYPE 11
--�{ 7/8" NOM.
5/16" A/A PVB —
3/8" AIR .SPACE-
3/16" A GLASS -
aEXTERIOR
5/16" H/
3/8" AIR
3116" T
a
GLASS TYPE 7
-�{ 7/8" NOM.
H SG
SPACE
GLASS
EXTERIOR
79�79
GLASS TYPE 12
-_1 7/8" NOM.
-�{ Wil" NOM. �-•
5/16" A/A PVB —
3/8" AIR SPACE-
3/16" T GLASS -
a EXTERIOR
GLASS TYPE 8.
-�{ 718" NOM. [ -
7/16" A/A SG
5116" AIR SPACE-
118" A GLASS —
aEXTERIOR
7/89 NOM.
GLASS TYPE 13
5116" H/H SG
7116" AIR SPACE
—
1/8" A GLASS—
<3 EXTERIOR
7/16" A/
5/16" AIR
1/8"
718' NOM. r
GLASS TYPE 9.
-►{ 7/8" NOM. �-•
A SG II
SPACE
T.GLASS
a EXT:!I.
GLASS TYPE 14
7/16" A/A SG
7116" A!A SG
76-79
i/2" NOM.GLASS GLASS TYPES'9 THROUGH
BITE TYP. 16 MAY NOT BE USED
1/4" AIR SPACE
3/16" A GLASS
114" AIR SPACE
3116" T GLASS
72
WITH L OR
74 • INTEGRAL F NNEFRAMES
a EXTERIOR
a"EXTERIOR
GLASS TYPES 5, 7, 9, 11, 13
7B•79
78.79
31
& 15 MAY NOT BE USED IN
I
PRODUCT REVISED '
EXTERIOR
75
THE HVHZABOVE30'.
as eomply1ng with the Florida
Building dada
a
GLASS TYPE 15
GLASS TYPE 16
NOA-No. 20-0401.03
38
30
Radym;
Expiration Data 7/3012025 '
,�c Nsv��!C
C) NO CHANGES THIS SHEET.
Br: V4g[
L� o
Q�:'• F '�F'�
AK - 03/10/20
Mlam -Dade Produort-Oo trot
GLAZING NOTES:
A"=ANNEALED
_ .A.: IJo. 58705 •: ,
1Y _
'•
Deea/tptlon:
DAP W.
J
TYP. GLAZING DETAIL H"=HEATSTRENGTHENED
"T' = TEMPERED
-TJ �;
A •. 22 D Clj
�
10707ECHNDLOGYDRIVE
N. vENICE, FL 94276
GLAZING DETAILS
ROSOWSKI
°PVB" =.090" TROSIFOL® QM SY KURARAYAMERICA, INC.
"SG" =.090"SENTRYGIAs®BY KURARAY AMERIOA, INC.
,
O '. S 0 • !V
' �C�''•.FLOft10M. \_:
(�1}46o-'I69U
7RIe:
SINGLE HUNG WINDOW INSTALLATION -LM
Date:
05/15f15
FOR LAMINATED GLAZING COMPONENTS. SEE TABLE 1, SHEET 2.
////Ojy/at. FT ���
Ser/a�/NOAeL•'
Seale:
'Sbeat.
Drawing No.
Ran
aL�JtJNMILL�A.P.E.
SH-5500
NTS
5OF'13
MD-SH5500-01
C
-
P.E1F58705
REGISTRATIONg28298
olasrrp-s
Design Pressure, IbsHe
.1-50,0
R-Inf. L-wl
R1
For BllW d-w¢sash slzez
ANCHOR GROUP AND QUANTITY.
H
4T
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)
5:
GI-ae Typa I
s
"-sea"
mactlP6n arprxn
Reny.®1'OM-n'
HNp08ro-n
swnitelOnl
R-nB-I�Di
Dialgn P-Sure, Ibslt63
ReInL Leval
' fl2
Wln�u uck
a t049
W101R1N)
SL175
23,8
EquHia
11.394
465.0
-7110
+65.9
-70.0
SIVM Jrnnapa'
10.617. 13D10
•70.0
.65.0
•70.0
28
EpuH1a
SWWd Pm3aw
11.583-14.616
T7. 11.582
1640
.65.0
40.0
•70.0
+BSA
-65.0
-70.0
•70.0
7B0»1
23.817-25286
165.0
.10.0
+BSD
7D.0
6Hndwd Coltap
20.930-n51Q
1SSD
.70.0
+65.0
70.0
37275
Eq."[.
17.517.20957
4960
•70.0
+65,0
•70.0
6mMlm Pmtbw
14.537-17.516
453.0
•70.0
+85.0
•70,0
st.daal
11.377-14.510
185.0
-M.o
.65.0
.70.0
Td-el
27.583.31911
♦652
.70A
+63A
.70.0
Cmt-m 3lz-
61u1dvd Cottage
70.017,27.682
23.517-26.516
4050
-65.0
•10.0
-70.0
+05.0
+69.0
•70.0
•70.0
44
EQ.Rta
2a517.23SIS
4S50
-70.0
+65A
•70.0
SIBl Td PM W
M5117-20.616
4650
•70.0
+05.0
-70.0
Cwlwn 6lxe
14.517'•17.816
+65A
-7SD
.68.0
70.0
Sh.d.1
11,377-14.518
495.0
.70.0
.65A
7a0
T.l t
31.583-35931
+BSD
•70.0
+BSD
.70.9
51a0ard Mlm9e
2a617.3l592
a030
•70.0
+B5.0
70.0
Eq.m.
20.517.26.510
46"
-70.0
.55.0
•70.0
49
916MROPM9M
17.517.20.518
405.0
.70.0
+85.0
-70A
cmlom eh-
14.3aa7.am
4630
70.0
.63.0
70.0
C.10. sit.
12,517.14.510
401.0
•70.0
485.0
70.0
SWIM
11.377.12a1a
463A
-70.0
.03.0
•70.0
Te5ea1
33208.37.038
1654
•70.0
465.0
70.0
6WIdad Wisp
26.517-33.207
465.0
-70.0
+GIQ
-700
'�
EQmHIe
23517.11M.
IMD
1 .70.0
+65.0
•70.0
b9.625
c .t-St.,
.23.510
195.0
•70A
.S&Dj-7...G
Slmd.d PIW6..20.618
-65.0
•7a0
+SSG
Cuatmn alz-
.17.51E
.BSA
•T0.0
+"a
C.w. abf
-14.516
f65.0
-70.0
+61.0
6hMa1t
-12.516
-0
•70D
+65.0
Taff at
.41-644
914.517.IMIG
465-0
.70.0
+B5.0
SMUd Mug.7-36.61E
165.0
-70.0
-0.0
Egm151.
7.31.516
46SO
•70.0
.63.D
Btm113w PM9.7.26616
465.0
•79.0
4wo
B2
0m1-mah-
7.2.3.516
.55,0
-T0,0
.651a
CWt.mM.
7-2a510
460.0
•70.0
+B60
-T0.0
Cwlm0 S0s
.7.IMIG
463U
•7D.0
+650
d81
CIRI-m Bu.
14.516
.65.0
•70.0
.63.0
.87.3
8lmdmf
13mle
+85.0
•70.0
;me
4,8E
Ta0aa1
15G
.650
-70.0
+83.0
.70.0
Cual0ln Slie
9.516
4630
-70.0
453.0
•70.0
Equ1H14
8.516
E29.517-32.016
465.0
•70.0
+55A
70.0
75
cml4m filxa
5AIG
465.G
-70D
+65.0
•70.0
610tWam Plmlm32.016
.850
-70.0
+BIG
-70.0
29516
4630
-70.0
+SIQ
47.3
26B16
4860
•TOD
.a50
.iB.S
EgiuHb
56517-41A44
.610
-T0A
+QS.G
•7-.0
84
Geltm Sli4
]8.617-eeA15
466.0
-70.0
.86.0
.q,]
SmndOd Prmlew
3, es4-3s.a1e
.sa.D
7aD
.65.0
r6.B
eL7a
7.9.1
^ - 41.wa
.as.o
ae.o
.e3.D
615
TABLES:
01-Tyl -s
0,7aa
Design Pressure, Ibshe
465.0 /-70.0
Relnf. L-v01
R2
Forall willow Md Bash spas
JCC IRCILC'1 U, JT1CC1 y rVR
ANCHOR GROUP AND QUANTITY.
H
iT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & B
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFiGURATiONS) PRODUCT REVISED
me 6am 1 In with the Florida
SEE TABLE 10, SHEET
°° MIN. SASH HEIGHT=
(APPLIES TO ANY
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN,
2) FRAME DIMENSIONS ARE BUCK..SASHHEIGHT IBASPERTHE FIGURE.
3) FOR SMES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE.
9 FOR ANCHOR GROUP AND QUANTITY.
WINDOW BUCK HEIGHT - 60.136
HEIGHT 91.76° )
R6r7eloLL n:
C) SASH HEIGHT CORRECTION,
AK - 03/10/20
Bullding Code '
NOA-No. 20-0401.03
�% i/
LI:NN�� �,,��
No. 58705
- /1 �1 •• * _
%�1 •r 1�0 •:�r
�'� ,"•.FL.AfO7TTRIUM1.•-'
(�NAL
A LI fJt✓ MIiLE�I�, P.E
p.EB58705
®
Ex Iratlon Date 7/30/2025
BY:
Mlaln undo Produof-so 3trol
Daec7iPun:
DESIGN PRESSURE TABLES
Dnm By:
J ROSO•WSKI
N7VENICEE,, Fly. 342275 wE
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
s6rr5,/,vQdir.
SH-5500
sGG>a:
NTS
sn66r
6 OF 13
DmMng ND.
MD=SH5500-01
Rer.
C
PEGiSTRA710N#29286
GimsTyp.
6-12,45516
Ra1nLLQeat
3
WL..Smh
Dme4Pliutfergina,
Re 0YV,,dun
Height 6ldee
Sash llw&
Renee(.)
Design Pressure, IbeTltq
%m
d Huck
WSJ, IN
wt.40 I
4B
1
52125 1
64
235
rl lllle
lugs
+70,0
410.0
.7aO
.110.0 1+TaO
40.0
+70.0
-110.0
61aNaN CQOa9e
14.517. 15AL0
+70.0
•110.0
70.0
•1f0,0
70A
•110.0
7Q0
-110,0
28
Egtiam.
11.583-14.516
.70.0
-11Q0
+70D
-130.0
70.0
410.0
+m.0
210.0
Sla,dad Pfa>:aW
11.377-Ii.562
+70.0
410.D
+70.0
•110.0
70.0
410A
.70.0
-11D.0
- Talml
21517. 25.280
.70.0
41(10
+70.0
-110.0
70.0
•110.0
+70.0
-110.0
Saas1'sd C4deg4
24858. 23515
.70.0
-IID.o
+70.0
.110.0
70.0
-11010
+70.D
-110.0
31.375
e"Ift0
17.517. 20.957
+7Q0
.110.0
70p
-110.0
7aa
.110A
170.0
-1Qg.0
SWA.d PmAmv
14.511.17.516
+Too
•11a0
+70.0
.110.0
+70.0
-110.0
OLD
•110.0
liho,leal
11.377.14.510
+70.0
-710.0
.70.0
-110.0
N0.0
-f07.0
+MO
.103.0
Ta1m1
2T5a3-31.911
+70.0
410.0
70.0
-09.0
70A
.010
+7Q0
a0.0
Cue6lm rue
2¢517. 2r.5E
+7Q0
.110.D
+700
410.A
17010
-110,0 1
+ra0
.1100
3W.Ut4 C.Uge
21517.26AIB'
+7ao
.110.0
70.0
-1}o.o
+70A
.11Q0
+70.0
-tto.o
A4
EgwHle
24517. 23.510
+7ao
•110.0
70.0
.11DO
+11.0
•110A
+11.0
410A
SW.Wd Powia
17Z17.20.510
ODD
-11D.0
-70.0
.110.0
70.0
-1f0.0
170.0
-110.0
Cmtam one
14.517-M510
+70.0
410.0
700
.110.0
70.0
•110.0
+70.0
-110.0
st.d.1
11.7n. 14.510
.70.0
•I1o.0
70.0
•110.0
+mA
.101.0
+70.0
•103.0
TOM
31.583-3&011
470.0
.110.0
+70.0
•BOA
!70.0
.83.0
470.0
a0.0
61e,dW C00eBe
�fi17-31.683„
470:0
-110.0
+70.0
-110.0
.m,0
-1140
70;0
-110.0
EgaaH4e
20.517. 2M518
170.0
410.0
70.0
.110.0
+70.0
410.0
+70.0
•I10.0
40
SWMW N.M.
17.617 - 20.610
+70.0
•,140
+70.0
•110.0
+70D
.110.0
-.m0
410.0
bat..Sue
14.517-17.516
+70.0
-11a0
+7Q0
41DA
.70.0
4too
4m,0
.110.0
Gnbm rue
12517. 1,L518
+7QO
.110.0
+70.0
41D.0
+7DA
•110.0
M.0
•710.0
§
Sho.1
17.317.12510
.70.0
410.0..70.0
410.0
70.0
•110.0
+7010
AMD
Ta9mt
33.208 - 37.538
470.0
4laO
470e
-WO
1 70.0
-no
1470.01
aD.O
SfcMW C.Une
2a517. 33,207
.70.0
•110A
.70.0
•110.0
.70D
410.0
+70.0
•110.0
Eq.14h
23.617. MID
.70.0
41a0
.70.0
-110,0
+70.0
410.0
-70
•170A
Cotams'De
20.617'-23516
700
•11110
7aa
.110.0
+TDA
41&0
+70.0
-110.0
$ 96.e1S
P
SWIWmPWPi Ir
1T517.2o5l0
470.0
•110.0
70.0
•110.0
7aa
-110.0
+7D.0
-1t0.0
Cm(am6ke
14.517.17.518
470.0
•IUIQ
+70,0
410.0
70.0
410.0
+10.0
•110.q
Mal-ske
12517. 146f8
+7DO
410.0
+70.0
•110.0
70.0
-110.0
775
•110.0
Shmnt
I 11,3T7. 12510
70.0
•1%0
+70.0
•110.0
70,0
40.0
470.0
410.0
Ta9m1,
W517.41A94
.70.0
-1140
+700
410.0
.7010
±22
+7QD
.110A
SlwWwd Ganage
31.317.30.510
170.0
410.0
+70.0
•110.0
*Too
410.0
+70.0
-1101
Equallile
20.617-31.516
+70.0
-110.0
7ao
'-110.0
.70.0
.110,0
+m.0
-11mo
sW,dad Pm
23.517. 28,510
+70.0
.110.0
70.0
41d0
+70A
410.0
+70.0
-110.0
62
C."51m
20.517+23.516�
470.0
410.0
.70A
410.0
.70A
•110.0
+70.0
•110.0
Ctelam Soo
17.6f7. 20.516
.70.0
.110.0.
70.0
-11QO
+10.0
•110.0
+10.0
-110.0
CmtOm Bke
14.517•VMS
+70.0
.110.0
70.0
•110.0
•70.0
-110.0
+70A
1110.0
Cmmm Slr9
13017-14.510
!70.0
410.1
+70-0
•110.0
110.0
-f IDD
♦7a0
•111.0
Shcd.1
11.8B4-1D010
470.0
41MO
-70.0
4100
70.0
41"
+70.0
•110.0
T09mt
2&517.41.BU
.7ao
.110.0
+70.0
•110.0
+70.0
410.0
70.0
•110A
C,014 13u
3r517-39.510
47110
410.0
+7010
-110.D
+70.0
410.0
+70.0
410.0
EquaH9e
35617. 34510
7aD
41D.0
70o
41DD
+70.0
410.0
'+70.0
•110.0
75
Cm10m 6Lo
32.517. 35.510
+70.0
•11a0
.70.0
1 •110.0
1 .70.0
1 •110A
+70.0
•110.0
SWr6Prwvw
28.617. 92616
+7a0
A10.0
+70.0
10.0
2
+m.0
-1f0.0
+70.0
-110.0
O.W. Ska
28,617. 20,510
+70.0
.110.o
+70.0
•110.0
+70.D
•I70.0
+70.0
•t10.0
ShQlmt
24.1164-28.518.
70.0
MaD
70.0
•110.0
22
•110A
.'Do
11oA
EgmN6e
38.617.41.5"
.7DD
410.0
+70.0
-1I0.0
qO.D
-110.0
70.0
-110.0
84
0.w.sk¢
3&617.36510
+70.0
•110.0
NOp
•110.0
70.0
-110,0
+70.0
-110.0
St.2t P ie.'
33.804-35610
+700
•110.0
♦70.0
-110D
Na.O
-t1a0
+7ao
A70A
8f.78
f 9eg1
- • 41.044
•79..0
•110.0
70.0
•1IaO
70.0
410.0
N0.0
-110.0
brr- 1Ntnx 71, wjmC :I T V run mmunvn Vnvur mmw V VNv l l , ,.
-MIN. SASH HEIGHT = WINDOW BUCK HE(GHT- 60.136
(APPLIES TO ANY HEIGHT 91.78" OR LESS)
..OIa�TYPO
13A 14
Re1n7. Lew'
3
861an3mh
De 10-n is den
Ran9.a W.d
HOII m sS
Sash WON
S.M. 0.)
a
Design Pressure 16e111
Wldm
Back
W=(in)
18
24
32
1
38
1
40
48 1
62.125
64
23.5
E4.141.
11.394
.70.0 1.110.0
+70.0
.110.0
+70.0
•110.0
+70.0
410:0
+70.0
410.0
70.0
-110.0
.70.0
•11D.0
+70.0
•110.0
6Wndafd Ca110ga
14,517'•15D7d
70.0
•110.0
+70.0
•1f0.0
.70.0
-11a0
7a0
•tta0
+70.0
•11 Q0
+70.0
•1t0.0
+7Q0
•710.0
7a.0
•1f0A
28
Eq.".
11.583.14.5/8
.70.0
-110.0
.7Qa
-410.0
+m.0
.11&0
.m0
41aO
.70.0
410.0
+70.0
-110.0
-+70.0
410.0
+70.0
41d0
6W,da,d P,Mew
11.377-11.6E
70.0
•110.0
+70.0
-1140
+70.0
•110.0
+7aD
.nD.o
70.0
•1f0.0
+70.0
•110.0
+70.0
-Ifo,O
70.0
•110.0
Taaed
23A17.29286
+7a0
.110.0
-70.0
-n0.0
+m.0
AIDA
+m.0
41a0
70.0
.110.0
+70.0
410.0
7aD
•110.0
+70.0
.1,10.0
SWnd.d C. Wge
M058-23.618
+]0.0
-110,0
•79.0
-110,0
+70.0
-110.0
+70.0
-11a0
+m,0
410.0
♦70.D
-110.0
+70.0
-110:0
+70.0
-11a0
37.375
Ega:41.
17.517-20.657
+70.0
•110.0
+70.0
-110.0
+70.0
-110.0
70.0
•1100
70.0
•110.0
+7a0
.110.0
+70.0
•110.0
.70.0
-109.0
Sl.n PW-
14577.17.5t0
+ra0
•110a
+7a0
4JeD
+70.0
-110.0
•70.0
•110.0
•10.0
-110.0
+70.0
.110.0
+70,0
410.0
110.0
-110.0
ShWest
11.377. 14.616
+70.0
e/10.0
+70.0
410.0
+70.0
.110.0
+7D.0
-110.0
+70.0
•110.0
+70.0'
.110.0
+70.0
40T,0
+70.0
•1010
Ta3ed
2TSB3.31.911
+MD
•110.0
+704
AMD
.70,0
41a0
.70.0
•110.0
+70.0
410.0
+70.0
.09.0
470.0
•930
+TO0
40.0
Ca4t_Ske
MIT -27.682
.70.0
•1100
74a
.1100
+70.0
•1110
+700
•1IN)
+TU
•110.0
+710
-1100
70.0
410D
.70.0
.110A
SW,d.d Toga
23517. 20.510
+7a0.
•110.0
70.0
410.0
+70.0
410,0
.70.0
410.0
+70.0
-110.0
+70.0
•110.0
70.0
-11D.0
+70.0
•1f0.0
44
Equkkt.
20,617-23.618
70.0
•110A
+70.0
410.0
.+70A
-110.0
+7a0
-110.0
470a
-110.0
+70,0
-110.0
7ao
•110.0
170A
-110.0
.6WM.dPW-
17.517.21.616
70.0
410.0
70.0
.110.0
+70.0
-ilao
.70.o
•110,0
+M,D
•110.0
+10.0
•110.0
7D.0
AID.O
70.0
.110.0
Cmlwn ske
14.617. 17.9T8
+70.0
-110A
700
.110.0
+10.0
•1jeo
70.0
•110.0
+70.0
.110A
+70.0
.110.0
+7D.0
410.0
+mA
-110.6
sh.1.1
11.377. 14.5f8
70.0
AIDA
+70.a
410.0
.70.0
•1140
•79.0
-11D.0
70A
-110.0
+70.0
-110.0
Me
-107.0
+70.0
•103.0
T.U.t
01S&7-35.011
70.0
410.0
+7DD
41D.0
.70.0
•110A
OD
410.0
470.0
-1100
171.0
21
7010
-93.0
.70.0
4Doo
St4Mud ColWp
24517.31.5E
+7oo'-mA
+70.D
-ilao
+70A
-110.0
.70.0
410.0
.70.0
.110.0
+7¢0
.110.0
.70:0
41D.0
70.0
-110.0
Eg1m4610
20.517. 20.416
70.0
•1100
+7a0
•110.0
+70.0
410A
+70.0
•110.0
.70A
•110.0
+70.0
.110.0
+70.0
•110.0
.70.0
.110.0
48
6WrA dPW-
17.617-m.610
.70.0
•110.0
.70.0
-110.0
.70.0
410.0
7ao
410.0
70.0
410.0
7D.o
.110.0
+70.0
-119,0
70.0
-110.0
Cmlem Ske
14.517.17.518
+70.0
.110A
470.0
410.0
+70.0
.110.0
+7110
•110.0
+m.0
.110,0
+70.0
.110.0
+70.0
-110.0
+mA
•110.0
Cvmmo Ske
12A17-14A70
+7a0
-110.0
7Q.0
410.0
70.a
.11"
+7ao
410.0
.70.0
410.0
+T40
AIMD
.700
-110.0
+70.0
-111.0
ShWoel
11.377-12318
+m.0
•110.0
70.q
•I7a0
+m.o
•Imo
+T0.0
-110.0
+7a.0
•1Ig0
+70.0
-110.0
+70.0
410A
-.70.0
410.0
T404d
33208.3733E
70.0
410.0
+1aD
410.0
+70.0
-110.0
+7Q0
-110.0
70.0
-119.0
-79.0
42.0
+70.0
A4a
.m.0
A40
6t w"WtW
28.617.33 V
+7a0
•110.0
+10.0
•110.0
+mA
•110.0
+7a0
.110.0
+ma
•110.0
.+70.0
•110,0
+7a0
•11¢D
+m.0
.11D.0
y
Equd-0m
23A77-20"
+70.0
-110.0
+70.0
at0.D
47a0
•1m0
+70.0
•110.0
.70.0
•110.0
+m.0
•110.0
76..0'
410.0
+70.0
-110.o
l 48�
Curt-stm
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.' MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 60.136
(APPLIES TO ANY HEIGHT 91.76e OR LESS) I\\\ LY ]�� ReHat4H1:
NOTES:
'l) USE THESE TABLES FOR ALL WINDOWS INSTALLED'THROUGH THE FRAME.
25 FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE,
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS.TYPES 9-16
(REINFORCEMENTS SHOWN
IN FIGURES ABOVE APPLY
TO ALL CONFIGURATIONS)
GLASS TYPES,9 THROUGH
16 MAY NOT BE USED WITH
J-QHANNEL OR INTEGRAL
• FIN FRAMES
NY••• Nivi C) SASH HEIGHT CORRECTION.
lez: ,• �lcerasF ..1�� ; AK - 03/10/20
No.58705 •� -
Deecr7ptlon:
_ -U 1070TECHNOLOGYDRNE DESIGN PRESSURE TABLES
��T •. • S A7 OF •: • ��� N. VENICE. FL 34276 nw.
1 1800
SASH
HEIGHT
PRODUCT REVISED'
ee eomplying with tho Florlde
BUliding Code
NOA-No. 20-0401.03
E74 Iratlon Dete• 7/3012025
By, GLYGG
Mlem Dade Produ.7/• ttrol
J ROSOWSKI
%rs 'r�OR1°"•''` ��;� (� SINGLE HUNG WINDOW INSTALLATION - LM 05/1.5/15
ser7e./Modar. seQb: s]lech ""fluNQ. Rev
A LYtS�l4AiI.L 'P.E SH-5500 NTS 7OF 13 MD-SH5500-01 C
P.E# 69706 RE019TRAT10N #29286
.625"
T
3.483'
.062'
5 J•CHANNEL
FRAME SILL
O FLANGE FRAME
r HEADIJAMB
- 3.500" 3.500"
-JL-j
1,483" as � 1.483'
Li
OFIN FRAME O EQUAL LEG FRAME
HEAD/JAMB HEAD/.IAMB
3.483"
Off+- .082"
2.444" 2.444" 2.444„ of 1=
.625" O FLANGE 1.375" n FIN FRAME
r FRAME BILL
1.872" -►I � 1.641"
I fi30„ �
.065 o C J •065" 1,375"
-+{ 1.231" I� -►{ 1.000' I-F1
O14 FIXED SASH RAIL
MEETING RAIL 18
316" - 1
-+{ ,860" ,175"
��
II��76jj}'a''„
,035' -►II_-
LAMI IG
72
I
EXTRUDED
&
BEADING
SCREEN FRAME
1.376" �+--
.974" �t -
,355"
.035"
.060" J
BALANCE O SASH STOP!
17 COVER 18 SCREW COVER ..
3:483" -�•{
2,444".
000
o
8 EQUALLEG
FRAME SILL
2.100- 2.176" � 1.472"
J .471" �,590
0"
�.70„ ,050" .070"LIFT RAIL LIFT RAIL BEVELED
iQ N ERLOCK 20. INTERLOCK COVER 21 INTERLOCK
111111117/
.760" No. 58705 P '
.025"--►-1-t-� 3 CA 1070 TECHNOLDOY DRIVE
O81 ROLLED. % O T F N. VENICE, FL 34275
SCREEN FRAME 'n 4!
�� (0' • „°LORIDH,.•'G���� (411)480-1800
A LYNN MILLER, P.E.
.070"
II�t .716"
1.185 Il �J
LIGHT SASH
23 REINFORCEMENT
070'
F===
1.331'
STANDARD
26 MEETINGRAIL
REINFORCEMENT
34
7''
.050"
BEVELED
22 INTERLOCK COVER
1:184"
�l 07A°
.810" �J
150"
OHO SASH
� REINFORCEMENT
•�1---1F• 070"
1,041"
L .130"
�-{ 1.340" I-+-
OHD MEETING RAIL
27 REINFORCEMENT
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 20-0401.03
vision,
Expiration Date 713012025
C) NO CHANGES THIS SHEET.
®r• MI
AK - 03/10/20
Miam Dada Produet-Co trot
b9C((p1lOn:
Dmwn 6y.
NINDOW EXTRUSIONS
J RO$OWSKI
7W:
TINGLE HUNG WINDOW INSTALLATION - LM
Dair. 05/15/15
SH-5500 NTS 1 11 OF 13 1 MD-SH5500-01 I C
Part #
Description
Material
76
Kommerling 4813 TPS Spacer System
77
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
Materials
78
Quanex Duraseal Spacer
79
Cardinal. M- Edge Spacer
RCrcm v ,m 1CJ1 :[- 1-, ,— 1, ate.v
NOTES:
1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FORAAMA EXTRUDER CODE.
2) ITEMS # 9-13, 16, 24, 28, 29, 34, 39, 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
1111111
aY I.YNN.��.,
No.
58705
:• 3 /'
O
N 7VENICC.E,,NFLL33427 DRIVE
SAT OF
�i �'31�••F�JRIDN,.•a ���:
G
(941)488-160
A. LYNN MILER, P.E
KODISPACE
7e 4SG TPS
'�—INT. GLASS
7e
DURASEALO
SPACER
C) ADDED BACKBEDDING.
AK - 03/10/20
BUTYL
' NOM.
SUPER
77 SPACERS NXT "'
FILL AREA
8- NOM.
GLASS
PRODUCT REVISED
as eorng'ng with the Florlda
Building Coda
NOA-No. 20-0401.03
Expiration Dats1.07130/2025
Mlam Dade Produck-6o trol
BILL OF MATERIAL (BOM) J ROSOWSKI
TWO. vow
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
sedw1woQd: Swls ShaeC' OroMhg No. Ran
SH-5500, NTS 12 OF 13 MD-SH5500-01 C
NOTES
1) SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J•CHANNEL FRAME SHOWN. PARTS B 1 & 5. OTHER FRAME TYPES APPLY.
'3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7,
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS.
OPT. SWEEP LOCK
PRODUCT REVISED
as complying with the Florida
Building Coda
\.�'\ Off.( LYN1y
No. 58705
OF
s14onjoP,
^\ _
",,`/ OVAL r- %\�\\ I I Satfu/4odeL• Scale: anaec 'umru9 no;
X'i!YNNmIaW'p.F- t SH-5500 I NTS I 13 OF 13 I MD-SH5500=01 la C
C) NO CHANGES THIS SHEET
AK - 03/10/20
I EXPLODED ASSEMBLY I J ROSOWSKI
SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1