HomeMy WebLinkAboutNotice of AcceptanceRECEIVED
APR 13 2021
f Qrmittirg Department
S. Lucie County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/buildin
PGT Industries, Inc. REVIEWED
1070 Technology Drive
North Venice, FL 34275 O® CO LI
SCOPE: This NOA is being issued under the applicable rul and sa Y n ihb�rfse sr, construction
materials. The documentation submitted has been reviewed and ac e�teda ; t ai County RER -
Product Control Section to be used in Miami Dade County and othe o re 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 prrails to perform
in the accepted manner, the manufacturer will incur the expense of such tesdng and.tbr_A y 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 "DH-5460" PVC Double Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-DH5460-01 titled "Double Hung Window Installation -
NI", sheets 1 through 12 of 12, dated 05/15115, with revision C dated 03/11/20, 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: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# 17-0630.09 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 Carlos M. Utrera, P.E.
i
NOA No. 20-0401.05
MlGAP7! Ell tE CCAUNTY
. , � � 3 • Expiration Date: September 17, 2025
Approval Date: July 30, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under NOA # 17-0630.09
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0812.03)
2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - NI", sheets
1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durascal® spacer system, Super Spacer® NXTTM spacer system and XL
Edge TM 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 previous NOA No. 16-0714.08)
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 series 5460 and series
5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0812.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51n
Edition (2014) and FBC 6tb Edition (2017), dated 07/30/15 and updated on 08/29/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted partially under NOA No. 15-081 Z 03)
2. Glazing complies with ASTM E1300-09.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-0401.05
Expiration Date: September 17, 2025
Approval Date: July 30, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (CONTINUED)
1. 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.
2. 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.
3. 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 51 Edition (2014) and FBC
6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. I5-081Z03)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.08)
G. OTHERS
1. Notice of Acceptance No. 16-0714.08, issued to PGT Industries, Inc. for their Series
"DH-5460" PVC Double Hung Window - N.I." approved on 08/26/16 and expiring on
09/17/20.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-0401.05
Expiration Date: September 17, 2025
Approval Date: July 30, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New evidence submitted
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - NI", sheets
1 through 12 of 12, dated 05115115, with revision C dated 03/11/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017) and FBC 7tn Edition (2020), dated 03/13/20, 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).
46��
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-0401.05
Expiration Date: September 17, 2025
Approval Date: July 30, 2020
E-3
PGT Industries, Inc. .
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. . MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 18-0122.02 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/23.
2. Notice of Acceptance No. 20-0203.03 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 04/16/25.
3. Notice of Acceptance No. 20-0203.04 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 04/16/25.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017) and FBC
Th Edition (2020), dated March 11, 2020, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
2: Statement letter of no financial interest, dated March 11, 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. 17-0630.09, issued to PGT Industries, Inc. for their Series
"DH-5460" PVC Double Hung Window - N.I." approved on 11/02/17 and expiring on
09/17/20.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-0401.05
Expiration Date: September 17, 2025
Approval Date: July 30, 2020
E-4
DESIGN PRESSURE RATING IMPACT RATING
52.118" MAX. BUCK WIDTH VARIES PER REINFORCEMENT NOT RATED FOR
LEVEL, SEE SHEETS 6•7 IMPACT RESISTANCE
B, SEE 28-1/a"
52-118" MAX. BUCK WIDTH SHEET 3 MAX. O.C. 12" MAX. 52-118" MAX. BUCK WIDTH
28-118" A. SEE r— 12" MAX. D, SEE _ 8 & 9SEE SHEEfS r 1-1/4"
B. SEE -, r—MAX. D.C. 12" MAX. SHEET 3i i P SASH VISIBLE 52-118° MAX. BUCK WIDTH SHEET 4 11
SHEET 3 MAX. (LIGHT WIDTH
B, SEE F1 28-118"
8MAX. 1 - 1 T' MAX. C, SEE
S EET3 I 12"MAX. I TOp MAX SHEET3 MAX. O.C. SHEET4 /
VISIBLE HEIGHT 12 MAX'
A, SEE
I +' EQUALLY / SASH T BUCK A, SEE - (�1
!) / SPACED / SHEET 3'� I
EQUALLY 15.112' MAX. O.C. LIGHT 15.112" MAX. O.C. I
I ANCHORS PER
SPACED / �_ TABLES 687 ! / HEIGHT —1— EQQUALLY1UALED ! I 15.112"MAX. O.C.
ANCHORS PER
TABLLES 687 I / BUCKTABLES687 XX =
84
HEIGHT
MAX. T BUCK AS SHOWN
I 10" MAX. O.C. BUCK10" MAX. O.C. I 10"
x 4 r HEIGHT fiAN0dAN.HOR,9,AT.9ILL
x_HEIGHT I X I (86.33)T.9. �1�1MAX.)7 SH , 13.807° MAX. O.C.
EQUALLY 13.807"MAX. O.C. EQUALLY113.807" MAX. O.C. EQUALLY'7"SPACEDySPACEDIBLE I� SPACED - SEE TANCHORS PER I ANCHORSPER HT ANCHORSPER !+ 1 SHEETSJTABLES687 A I TABLES687IGHT A I TABLES687 888 C11A6.1/7'MAX •. 6-10MAX.6-1/T'MAX.
NO ANCHORS AT SILL \ B_ILL `B�- NO ANCHORS AT SILLD�-----� 1-1/4" —�IB �'-SEESILLWEEP-'\�.SEESILLWEEP- -{ + SEE SILL WEEP- SEESILLWEEP-
NOTCH DETAILS, IBLE NOTCH DETAILS, 54"MAX. BUCK WIDTH '^1 NOTCH DETAILS, NOTCH DETAILS,
SHEET3 LGHT H SHEET3 SHEET3 SHEET4
ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION
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
GENERAL NOTES: SERIES 5460 NON -IMPACT RESISTANT DOUBLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) 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 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT
BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-8006; ELCO ULTRACON NOA; DEWALT ULTRACON+; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NOA;
ENERGI WINDOW AND DOOR PROFILES, LTD WHITE 8 BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFBPA NOS 8 ALUMINUM DESIGN MANUAL ��t
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `�� BONY LYNN��i
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �: ••
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ .�.: No. 58705
3) KNOWING YOUR GLAZING OPTION (FABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN = _
PRESSURE FROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -
OPENING OBTAINED IN STEP 1. ••13A)
la�
�10T0 TECHNOLOGY DRNE4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS N. VENICE, FL 34275
FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. �T� F (941)480.1600
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
FRAME, GLASS 8 ANCHOR OPTIONS.................2
INSTALLATION, FLANGE 8 EQUAL LEG/BOX.....3
INSTALLATION, INTEGRAL FIN 8 J-CHANNEL... 4
GLAZING DETAILS ................................................ 5
DESIGN PRESSURES ........................................ _ 6-7
ANCHOR QUANTITIES ......................................... 8-9
EXTRUSION PROFILES ........................................ 10
ASSEMBLY 8 PARTS LIST ................................... 11-12
CODES I STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSI/AFBPA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• AISC 360-16
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE TABLE
AK - 3/11 /20
De cdpilca:
GENERAL NOTES & ELEVATION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
Expiration Date09/17/2025
By 0
Miami -Dade Product Control
J ROSOWSKI
DOUBLE HUNG WINDOW INSTALLATION - NI 1 05/15/15
I Q1VAL �` Se fes/Modal: Scclo: Sheet Dr iep Na Rar.
IN NOTEDESIGN FIN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A, (Y14 EA 58 05 P.E. DH-5460 NTS 1 OF 12 MD-DH5460-01 C
INTEGRAL FIN OR EQUAL LEGIBOX).
P.E.#58705 REGISTRATION 029296
Glass
Type
Description (Listed from Exterior to Interior)
Design Pressure
Table #
Sheet#
1
3/4" I.G.: 1/8" A Exterior Cap + 1/2" Air Space + 1/8" A Exterior Cap
4
6
2
314" I.G.: 1/8" T Exterior Cap + 1/2" Air Space + 1/8" T Exterior Cap
4,5
6,7
3
3l4" I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 3116" A Exterior Cap
4, 5
6, 7
4
3/4" I.G.: 3f16" T Exterior Cap + 318" Air Space + 3/16" T Exterior Cap
4,5
6.7
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
7/16"
1-3/9'
Steel, A36'
3/8"
0.050"
Steel Stud, A653 Gr. 33"
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5"
3/8"
0.050"
3/16' steel Ultracon or
Ultracon+
P.T. Southern Pine (SG=0.55)
7/16"
1-3/e"
Concrete (min. 3 ksi)
1"
1-318"
3116' steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
3/16' steel Ultracon+
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
MS
#12 SS.S.
(steel, 1
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16,
1-3/8"
Steel, A36'
3/8"
0.050"
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5"
3/8"
0.063"
B
1/4" steel Ultracon or
Ultracon+
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1/4" steel Creteflex
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1/4" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-314"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-114,
C
1/4" steel Ultracon+
Concrete (min. 3 ksi)
1-3/16"
1-3/4"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
1"
1-3/4"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-1/2"
1-3/4"
1/4" steel Ultracon+
Concrete (min. 3 ksi)
2-1/Z'
1-3/4'
1/4" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
2-1/7'
1-114"
D
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
2-1/2"
1-3/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
1/4" steel Aggre-Gator
Concrete min. 3.275 ksi)
1-1/2"
1-3/8"
Grouted CMU, (ASTM C-90)
2"
2"
Group
Anchor
Substrate
Min. Edge
Distance I
Min.
Embedment'
E I
2-112" x .131" Common Nail
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
2-1/2" Ring -shank Roofing Nail
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
F
#10 Tmsshead SMS
(steel, 18-8 S.S.
or 410 S. S.)
P.T. Southern Pine (SG=.55)
1/2"
1-318"
Aluminum, 6063-T5'
318"
0.059,
Steel Stud, Gr. 33*
318"
0.0451" (18 Ga.)
Steel, A36'
3/8"
0.050"
#12 SMS
(steel, 18-8 S.S.
or410 S.S.)
P.T. Southern Pine (SG=.55)
9/16"
1-3l6"
Aluminum, 6063-T5'
3/8"
0.063"
Steel Stud, Gr. 33"
3/8"
0.050"
Steel, A36•
3!8"
0.050"
GLAZING NOTES:
"A" = ANNEALED
"T" = TEMPERED
• MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS,
MIN. FU=45 KSI &
MIN. Fy=33 KSI.
"UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
Frame
Glass
Frame
Types
Options
Con6gs.
Installation Options that may be used
(see Fig B)
(see Table 1)
(see Fig A)
....into 2X Wood Frame/Buckstrip -sheet 3, option 1
Flange
Equal-Lite
Through the frame
....into Concrete/CMU - sheet 3, option 2
( )
1-4
OrieProview
ofthe window......
....through 1X Buckslrip into Concrete/CMU -sheet 3, option 3
& Cottage
....into Metal - sheet 3, option 4
....into 2X Wood Frame/Buckstrip - sheet 3, option 1
Box f
Equal-Ute,
Through the frame
....into Concrete/CMU - sheet 3, option 2
Equal -Leg
1-4
Ori
of the window......
....through 1XBuckstrip into Concrete/CMU -sheet 3, option 3
(#4)
(#4)
8 Cottage
Cottage
....into Metal -sheet 3, option 4
Through the
....into 2X Wood Frame/Buckstrip - sheet 4, option 5
J-Channel
Equal-Lite,
Oriel/Proview
integral fin......
„•,into Metal -sheet 4, option 7
(i)
1-4
& Cottage
Through the frame
....into 2X Wood Frame/Buckstrip - sheet 4, option 6
.,,.into Metal - sheet 4, option 8
of the window......
Through the
....into 2X Wood FramelBuckstrip - sheet 4, option 5
Integral Fin
Equal-Lite,
integral fin......
....into Metal -sheet 4, option 7
OrieVProvtew
& Cottage
Through the frame
....Into 2X Wood Frame/Buckstrip - sheet 4, option 6
(#3)
1-4
.,,•into Metal -sheet 4, option 8
ofthe window......
EQUAL -CITE ORIEL COTTAGE
Material
Min. Fw I
Min. F.
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
ElcolDeWalt Aggre-Gat.,@
57 ksi
96 ksi
Elco UltraCong)
155 ksi
177 ksi
3/16" DeWalt UllraCon+®
117 ksi
164 ksi
1/4" DeWell UltmCon+®
410 SS ElcolDewalt CreteFlex®
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
1iliiiulr
�N`( LYNIV .,
`. No. 58705 `
' MIN. OF 3
THREADS BEYOND
0 - •, GEOa • ��`
THE METAL
SUBSTRATE. FOR
.
•'•,F(ORIDP,. •' \��
i �
EL
""&/0NAt
MIN5 KSI &
MIN. Fy=33 KSI.
A LYNN MILLER, P.E.
l`J �
0
q
FLANGE
4 fla
BOX OR q
EQUAL -
LEG
1 J-CHANNELINTEGFINo
E��
DQ
�e
C) REVISED ANCHOR TYPE
TABLE.
AK - 3/11/20
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
Expiration Date09/17/2025
By
Miami -Dade Product Control
1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
N. VENICE. FL U275
(941}480-1600 Title: fie:
DOUBLE HUNG WINDOW INSTALLATION NI 05/15/15
Series/Modeh Scale: Sheet: Draeing No. Rer.
REGISTRATION=9296 DH-5460 NTS 2 OF 12 MD-DH5460-01 C
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1 EDGE DISTANCE
ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET. EMBEDMENT
FLANGE FRAME n �f
SHOWN II
Im
VISIBLE
LIGHT
HEIGHT
O
15
BUCK
HEIGHT
1
50
I`
EXTERIOR
30
T
a
j
VISIBLE
86
LIGHT
HEIGHT
(2) 1"
INTERIOR
L
L
NOTCHES AT
31
EACH END,
l
EQUAL-LEGBOX O��I
t FRAME SHOWN
.27" X 1.25" -
WEEPHOLE
WICOVER @ '
2.8T' FROM
EACH END. "
VERTICAL SECTION B-B
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETEICMU.
EMBEDMENT
1/4" MAX SHIM
EDGE
❑�
DISTANCE
D
—1/4 MAX
TYP. ANCHOR TYPE,
SHIM
EMBEDMENT AND
TYP. ANCHOR TYPE,
EDGE
EMBEDMENT AND EDGE
DISTANCE PER
DISTANCE PER SUBSTRATE,
SUBSTRATE,
SEE TABLE 2, SHEET 2.
SEE TABLE 2, SHEET 2.
e
BALANCE
TYPE BOTTOI
VARIES SASH
MTH SASH
WEIGHT
J I VISIBLE
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET.
EMBEDMENT
16 114" MAX SHIM
VISIBLE 17 I
LIGHT WIDTH ❑
EDGE
DISTANCE
-- TYP. ANCHOR
Q TYPE,
54 EMBEDMENT
30 AND EDGE
31 DISTANCE PER
EDGE SUBSTRATE,
TOP DISTANCE SEE TABLE 2,
SASH .''' •' SHEET2.
o
0 LIGHT WID I n D
FLANGE EQUAL
10 t2 LEG/BOX
FRAME 87
FRAME EXTERIOR
2� OPT. SASH TOP
NOTES: SHOWN
BUCK WIDTH SHOWN
LIFT RAIL
V
1) USE ONLY HORIZONTAL SECTION A -A
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 2,
SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
FOR ALL
EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2, SHEET 2.
/
WINDOWS: 1
INSTALLATION OPTION SHOWN MAY
ANCHOR @
BE USED ON ANY SIDE OF THE
3.55" FROM
WINDOW. 1/4" MAX•
47
END AND AT
CENTER.
SHIM #10 OR #12 STEEL 1/4" MAX.
2) MASONRY ANCHORS MAYBE SELF -DRILLING SHIM
INTO WOOD AS PER TABLE 2,
FOR
USED SMS (G5), SEE
35
WINDOWS
SHEET 2. ALL WOOD BUCKS LESS ❑ TABLE 2,
OVER 36"
THAN 1-112"THICK ARE TO BE SHEET 2.
D
WIDE: ADD
CONSIDERED 1X INSTALLATIONS. 1X
ADDITIONAL
WOOD BUCKS ARE OPTIONAL IF
SCREWS
UNIT IS INSTALLED DIRECTLY TO
@16-3/8"
FROM END.
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-10THICK
OR GREATER. 1X AND 2X BUCKS q q
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL
63
TESTED UNIT
LOCATION: 6-5/8"
FROM SASH END.
THE STRUCTURE. WOOD BUCK FRAME LEG/BOX
0
DESIGN AND INSTALLATION IS THE SHOWN FRAME O
RESPONSIBILITY OF THE ENGINEER II�jIIIIj��` SHOWN
OR ARCHITECT OF RECORD. 0[�I.I c
EXTERIOR KI
3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rl_ INSTALLATION
PRODUCT REVISED
(ALSO REFERRED AS DAYLIGHT OPTION 4 v OPTION 4
MEASURED FROM B complying with the Florida
OPENING) U
ANCHORED THROUGH ANCHORED THROUGH Building Code
BEADING TO BEADING.
O
FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.05
�1111111/ ,
LYNN�/.,�'/ Rwd.fon: Expiration Date 09/1712025
1/4"MAX SHIMBy
l� C) NO CHANGES THIS SHEET. 412m—
1,10EN,S
' AK - 3/11/20 Miami -Dade Product Control
� �:'•.�
VISIBLE LIGHT FORMULAS ,
M1, ; No. 58705
NO ANCHORS
WIDTH
@SASH: BUCK WIDTH -6.1/2" - //�(; ��•j� _ ® DesMPOon, Drawn By:
� "O
REQUIRED IN
@FIXED LITE: BUCK
WIDTH-7-1l2" • ' ;. Q'= 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
FLANGE OR
SO'•,. A OF ;' ��� N.VENICE,FL 34275
Date:
EQUAL -LEG
FRAME SILLS
,n(C` '•,FC ORIDP,.•' \�� (941}480-1600 Title:
HEIGHTKHEIGHT/2 DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
BUCK HEIGHT/2-4-3l8" �. S
•• ��
�''rS��NALIEN�`
Series/NodeL• Seale: Sheet• lhawng Na Rer
A LYNN MILL ER, P.E. ___,_--__•, _ ___ DH-5460 NTS 3 OF 12 MD-DH5460-01 C
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR INTO 2X WOOD FRAME OR EDGE DISTANCE
ANCHORED THROUGH INTEGRAL I'�- EMBEDMENT BUCKSTRIP. SEE NOTE 2, THIS BUCKSTRIP. SEE NOTE 2, THIS SHEET.
SHEET.
FIN INTO 2X WOOD FRAME OR a 1/4" MAX SHIM 1/4" MAX SHIM
BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16
SHEET. TYP. ANCHOR TYPE, VISIBLE
J-CHANNEL EMBEDMENT AND EDGE fin—, 18 LIGHT WIDTH 17 O
FRAME 1 DISTANCE PER SUBSTRATE, D
SHOWN 0 .L SEE TABLE 2, SHEET 2. BALANCE
_ 44 TYPE BOTTOM -�
VARIES SASH ao EMBEDMENT
1114" MAX SHIM R 42 WITH SASH Q
1 MBEDMENTA DPEDGE DISTANCE �Io 54 31
DISTANCE PER SUBSTRATE, �_ ILJI
L.J SEE TABLE 3, SHEET 2. TOP
18 (NAIL SHOWN) 0 SASH TYP. ANCHOR TYPE,
INTEGRAL EMBEDMENT AND EDGE
85 a
VISIBLE
LIGHTWIDTH o FRAME SEE TAB E 3ATE,
, SHEET 2R
J-CHANNEL 9 11 SHOWN (NAILSHOWN)
FRAME 87 EXTERIOR
73 Q
NOTES: SHOWN
VISIBLE 20 OPT. SASH TOP BUCK WIDTH
LIGHT LIFT RAIL 1)USE ONLY HORIZONTAL SECTION C-C
SUBSTRATE -APPROPRIATE
HEIGHT ANCHORS LISTED ON TABLES 2 & 3
OF SHEET 2. FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
49 48 21 FOR ALL AND EDGE DISTANCE LIMITS. ANY 714" SHIM
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 8 3, SHEET 2.
a I WINDOWS:1 INSTALLATION OPTION SHOWN MAY
22
ANCHOR @ BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION
15 - 3.55" FROM WINDOW.
END AND AT #10 OR #12 STEEL 1 /4" MAX.
45 46 47 CENTER. 2) MASONRY ANCHORS MAY BE SELF-DRIWNG SHIM
BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE
HEIGHT 35 WINDOWS SHEET 2. ALL WOOD BUCKS LESS TABLES 2 8 3, D
50 16 OVER 36" THAN 1-1/2"THICK ARE TO BE SHEET 2.
WIDE: ADD CONSIDERED 1X INSTALLATIONS.
EXTERIOR 30 1X WOOD BUCKS ARE OPTIONAL IF
ADDITIONAL
SCREWS UNIT IS INSTALLED DIRECTLY TO
@16-3/8" SUBSTRATE. WOOD BUCKS
VISIBLE FROM END. DEPICTED AS 2X ARE 1-12"THICK (�
66 LIGHT (W GREATER. 1X AND BUCKS
(WR�q I rq
HEIGHT HEN USED) SHALL BE
DESIGNED IlUll FIN AND/OR U
TO PROPERLY TRANSFER LOADS FLANGE REMOVED
(2) 1 16 TESTED UNIT THE STRUCTURE. WOOD BUCK INFIELD
INTERIOR LOCATION: 6-5/8" DESIGN AND INSTALLATION IS THE 0 0
WEEP INTEGRAL FIN FROM SASH END. RESPONSIBILITY OF THE ENGINEER
NOTCHES AT 31 a 63 OR ARCHITECT OF RECORD. FRAME SHOWN o
EACH END.
3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION PRODUCT REVISED
.27" X 1.25" 7 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 as complying with the Florida
WEOVER @ 38 TYP. ANCHOR TYPE, EMBEDMENT AND OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code
W/COVER @ BEADING TO BEADING. IAREMOVED)2.BT' FROM EDGE DISTANCE PER SUBSTRATE, SEE INTEGRAL FIN INTO METAL METAL (INTEGRAL FINlFNGE ROVED) NOA-No. 20-0401.05
EACH END. TABLE 3, SHEET 2. (SCREW SHOWN) I I I I I I
���� p�1Y LYNN � RB""O"` Expiration Date09/1712025
INTEGRAL FIN 's'Hi "'�" :� "��'•�,ICENS•'��C ';, C) REVISED DADE MULLION By ,
FRAME SHOWN ��0 P Mlaml-Dade Product Control
o VISIBLE LIGHT FORMULAS NOTE.
Q;.� ':F�
* : No. 58705 — AK - 3/11/20
NO ANCHORS REQUIRED IN WIDTH Dmm ey;
FRAME SILL IF ANCHORING @SASH: BUCK WIDTH -6-12' _ oweription:
THROUGH THE FRAME. Q—� @ FIXED LITE: BUCK WIDTH -7-12" �� ••, 3 a.(7 �� 1070'MCHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
EDGE DISTANCE A E OF N. VENICE, FL 34276 -
INSTALLATION OPTION 5 + HEIGHT (EQUAL-LITE) ' •. �coRlD�.. ' ���41i' (941}480.16D0 77UW
ANCHOREDTHROUGH --L BUCK HEIGHT/2-4-318" �', �i�S G� DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
INTEGRAL FIN INTO 2X WOOD —�I EMBEDMENT �/NAL
S//O 1II11�``�sori-IM.61, Scale: ShoeG• Dr !d g No. Rer.
FRAME OR BULK -STRIP. SEE VERTICAL SECTION D-D AL'W MILLER, P.E. DH-5460 NTS 4 OF 12 MD-DH5460-01 C
NOTE 2, THIS SHEET. o P A;97ns REGISTRATION #29296
STRUCTURAL 1/4" NOM.
POLYISOBUTYLENE
W TH DESICCANT
EXT. GLASS
� `--INT. GLASS
KODISPACE
76 4SG TPS
3/4" NOM. 3/4" NOM. �+--
HOT -MELT BUTYL
STRUCTURAL
SILICONE 3/16" NOM. 118" A GLASS 1/8" T GLASS
FOAM WITH 1/2" AIR SPACE 1/2" AIR SPACE--\
DESICCANT
118" A GLASS 1 /8" T GLASS
EXT. GLASS 1J2" NOM.GLASS
G] EXTERIOR a EXTERIOR 76-79 BITE TYP
78-79 76-79
73 74
INT.GLASS
O SUPER TM GLASS TYPE 1 GLASS TYPE 2 EXTERIOR 31 75
n SPACER NXT a
ALUMINUM 3/4" NOM.
REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE 5/16" NOM.
5/16' NOM. SEAL 3/16" A GLASS
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED 3/8" AIR SPACE
FOAM STAINLESS STEEL
EXT. GLASS 3/16" A GLASS
EXT. GLASS a EXTERIOR
U� `INT. GLASS
76
DURASEAL@
SPACER
U/ \—INT. GLASS
XL EDGETm
79 SPACER
Part #
Description
Material
76
Kommerling 4SG TPS Spacer System
77
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
78
Quanex Duraseal Spacer
Materials
79
Cardinal X_ Edge Spacer
IGLAZING NOTES:
"A" = ANNEALED
'T-= TEMPERED
GLASS TYPE 3
3/4 NOM. TYP. GLAZING DETAIL
3/16" T GLASS
3/8" AIR SPACE
3/16" T GLASS
aEXTERIOR
76-79
GLASS TYPE 4
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
\N1.
N .. L.....
Rnisfe
C) NO CHANGES THIS SHEET.
Expiration Date 09/1712025
P
�'� ,•'' LiGENSF''•�(�
By``
AK - 3/11/20
Miami -Dade Product Control
' No.58705 '
— �C —
DeacdPfl—
Dmmn liy:
��'•., 3 / 2Q :'(-�
1070 TECHNOLOGY DRNE
VENICE, FL 34275
GLAZING DETAILS
J ROSOWSKI
O •. S A OF ,• (V
•'•.;°(ORIO?.•'' \?:
N.
(941}460-1600
Till.: Dat.:
DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
OIVAL \ `
Se rea/M.deF. S.I. She.tr
Or.ring No. Rev
`E
A LYNNiiv�1L ,P.E.
DH-5460 NTS 50F 12
MD-DH5460-01 C
RED 58705
REGISTRATION #29296
B.H. ..
Rarige e
Heigh[ Shom
�0
Final Design Pressure (lbsde)
®oll•0
N9MMIMMM���������
�11111111111
9
IMEMIMMEEM����
NZ11
9MMIMM
IMMMM
IMCMEMEENMEMEMEEMEEM
EMIMEMEMIMIfMIMEMIMEM®MM,
KIMIRMIMMIMIMIMIMMEMM311031M
IIMEMIMEM1103=1110119MMMIMMMM
Im
��.CEMMM
1111MIMMIMMCM1111MIMMI
M
�IMIMMEMIM9121IMM
mmm�
E
IMI
M
..
MMMI
MMIMM92M�
I�Com
9M
-
I��IMMIMMSComm
�
IMEM
I®"
EME
®"
I MME
I®"
�®"
�®"
IM
®'
I®"
ME
IMI®"
EBI®"
I®"
I®"
I®"
I®"
EM
cum
MMMMMMMMMM
N. BOTTOM SASH HEIGHT =WINDOW BUCK HEIGHT - 45.072
(APPLIES TO ANY HEIGHT 86.338- OR LESS).
NOTES:
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE.
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4
(REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
ANY LYNN
............
No.58705
AUSAIT
Z O 1070 TECHNOLOGY DRIVE
'0 . OF �CV� N. VENICE, FL?4275
•'40RI01'.• 'G\(941}460.1600
/, /DIVA IE�1 `
A. LYNN MILLER, P.E.
)M
H
AT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No, 20-0401.05
?-Islon: Expiration Date 09/17/2025
C) ADDED MIN. SASH HEIGHT By
NOTE. Miami -Dade Product Control
AK - 3111/20
D—fiptlon: D.- By.
DESIGN PRESSURE TABLE J ROSOWSKI
TiOe: —..
DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
NTS 1 6 OF 12 1 MD-DH5460-01 I C
®"
Imm®'
mmmmm
IMIMIM
�WITMEMSMEEMIM—MIRMI
MIEMEM
�
�IIIIIIIEM
9M
I.
I m
I m
EMIMEM
IMEMIIMU�},�M���IM�MEM�E��IMf�iYirZIMISMIMM
��������
®'
®'
EMEMIM
I MIME'
ISMIS
IS '
®'
E '
®'
®''
9MIMMIMMEMIMIM
10
CMIMMIM
IMCMIMMEM
MM®MM
mmmmmm
I m
am
9M�����1�
n
�',���ZMEMEMI
M
CMIMI
M
.
I=
111MIM®I
m
Imems�
EMUM
a
IMMEMIM®IMEMIRMME
Jtt IHtlLC /, JItCCIv r....v ....,..•. ,.
"MIN. BOTTOM SASH HEIGHT= WINDOW BUCK HEIGHT - 45.072
(APPLIES TO ANY HEIGHT 86.338" OR LESS).
NOTES:
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE.
Ij�l eiJ HEADER
23 0
TOP
SASH
HEIGHT
a MEETING RAIL
25
P
JAMB 23 25 Q O
EXTERIOR BOTTOM
SASH
23 HEIGHT
23
q a
O SILL O
EXTEPoOR o
Q
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4
(REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
V llll ReoW n:
NV LYNN%,! C)ADDED MIN. SASH HEIGHT
.• �1cENSF'.�1� NOTE.
AK-3111/20
No. 58705
;C = Dmcdption:
1070TECHNOLOGYDRNE DESIGN PRESSURE TABLE
,3 3 I) 2 4 � ' N. VENICE FL 34275
O AT OF TRIO:
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
Expiration Date09/1712025
By ,-`.-ems'
Mlaml-Dade Product Control
J ROSOWSKI
��.. F�DRIDP (941Nsea16BD DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
�ONAL E�G� SerieeIUW.l: S-I.: Streot DIW19 NO, Rer
A.LkNN MII'0BF1�<�.E DH-5460 NTS 7 OF 12 MD-DH5460-01 C
P.E#5B705 F REGISTRATION D29298
3.500" 3.90v. -
��- .063" .06:
c
1.483'
�a ❑��a
' T- O J-CHANNEL 625 O FLANGE FRAME
1.375 FRAME HEAD TT HEAD
3.483" ►{
4- .062"
1 2.444"
a o❑
o
0
1.375'
3.483" �-{
2.444"
as oo❑
� o
OEQUALLEG
FRAME SILL
i
.525"
F
11
�+- 1.641" �+- 1.641" I
T I T
1.376° �+--
.065'• 1.375" 1.375"
:.974"
035° 355"
DH SASH- � 1•00o^ Imo- BALANCE 06 SASH STOP/
15 KEEPER RAIL 16 SASH RAIL 17 COVER t8 SCREW COVER
1.649"
a .31fi"
.301° 1 J-
IIL_yL � .754" .o50° 1.629„
u
.035"
73 IG BEAD 80 EXTRUDED SCREEN FRAME 14 TOP SASH PULL
-+{ 1.185' i+-i- 1.100" 1
t[
JJ I1 �jI I .810" .715°
,060"a 0 I
23 LIGHT SASH STANDARD SASH HD SASH
REINFORCEMENT 24 REINFORCEMENT 25 REINFORCEMENT
3.500"
.063"
a1.483" �
OEQUAL LEG FRAME .625"
4 HEAD I
1.483'
-1 L
.625"
3.483" 3.483" �I
�l+ .osr' � � DID- .osz^
2.444" aa�D 2.444"
ADO❑ 1 _L �r�o�❑
J-CHANNEL .625' O FLANGE
J FRAME SILL T_ FRAME SILL
3.500'
.062"
11 FIN FRAME
JAMB
3.500"
.052"
1.483" I� 1.483"
EQUAL LEG FRAME
12 JAMB
2.100' � 2.176" j� 11�472' S� �I 1.5�65'
.590" .471".590347"
��u .LLLLOSSSS70" 22221111���� .050" ,070u
8 LIFT L LIFT RAIL BEVELED BEVELED
NTERLOCK S INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER
I I Ill
i� Revision:
CE,;sN.'1ii� C) NO CHANGES THIS SHEET
/�
W No.58705
J 1i
.D7 DwcripUan:
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
Expiration Date09/17/2025
By
Miami -Dade Product Control
:7J •. 4) X g 1070TECHNOLOGYDMVE WINDOW EXTRUSIONS J ROSOWSKI
OT -. 5 AI E OF (V . N. VENICE, FL 34276
%�S' •F<ORID?f.•''G\= c94+>4su+600 DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15
/,��iO Illl�t`\\` Seri /NoAet Scale: Sheet Oroxfng No. Rev:
A LYNN MILLER, P.E DH-5460 NTS 100F 12 MD-DH5460-01 C
P.EM58705 REGISTRATION#29298
Bill of Material
Material
Frame Head -J-Channel
PVC
Frame Head - Flange
PVC
FDescription
Frame Head - Fin
PVC
Frame Head - Equal Leg/Box
PVC
Frame Sill - J-Channel
PVC
Frame Sill - Flange
PVC
7
620107
Frame Sill - Fin
PVC
8
620106
Frame Sill - Equal Leg/Box
PVC
9
620109
Frame Jamb -J-Channel
PVC
10
620110
Frame Jamb - Flange
PVC
11
620111
Frame Jamb - Fin
PVC
12 1
620112
Frame Jamb - Equal Leg/Box
PVC
14
620171
Top Sash Pull (opt.)
PVC
15
620140
Keeper Rail
PVC
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cover
PVC
18
620133
Sash Stop/Screw Cover
PVC
19
620156
Lift Rail Interlock
6005 T5 AI
20
620144
Lift Rail Intedock Cover
PVC
21
620157
Beveled Interlock
6005 T5 AI
22
1 620145
Beveled Interlock Cover
PVC
23
620150
Light Sash Reinforcement
6063 T6 AI
241
620151
Standard Sash Reinforcement
6063 T6 All
25
1 620152
HD Sash Reinforcement
6063 T6 AI
30
61644
Weatherstrip, .18T' x .270" Fin Pile
31
60300
Weatherstrip, .190" x .300" Foam Bulb
32
61719
lWeatherstrip, .18T' x .220" PolyPile
33
61825
Weatherstrip Plug, .22T Finseal
35
78X1MTTT
#8 x 1" Ph. PH SDS (Interlock Mounting Screw)
SS
38
720210
Weep Hole Cover
PVC
39
720185
Tilt Latch Reinforcement Clip
PVC
40
720XXXXX
Constant Force Balance
41
78X34PPAX
#8 x 3/4" Ph. FH SMS (Con. Force Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44
78X114FPAX
#8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw)
SS
NOTES:
1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PARTS # 1, 5 & 9. OTHER FRAME TYPES APPLY.
3) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE
4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7.
5) ITEMS # 13, 26-29, 34. 36, 37, 65-72 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
C) NO CHANGES THIS SHEET.
AK - 3/11 /20
BILL OF MATERIAL A (BOM) J ROSOWSKI
Tye: Dole:
DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
Model. Sock Sheet: I Drowing No. NeV:
DH-5460 NTS 11 OF 12 MD-DH5460-01 C
A LYNN NI)LLER, P.E.
P.E.# 58705
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.05
Expiration Date09/17/2025
By
Miami -Dade Product Control
Bill of Material, cont.
#
Part #
Description
Material
45
720197 IAuto
Lock Mechanism
C Steel
46
720198&9
Sweep Lock
Cast Zinc
47
720195&6
Auto Lock Cover Assembly
Cast Zinc
48
76X1180PTX
#6 x 1-1/8" Ph. FH SDS (Auto/Sweep Lock Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zinc
50
76X34PPTX
#6 x 3/4" PH. PH SIDS (Keeper Screw)
SS
51
420181 UR
Beveled Tilt Latch Comer Key
PVC
52
1 420182 UR
Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 314" Ph. FH SDS (Pivit Bar & tilt Latch Screw)
SS
54
420183
Tilt Latch
PVC
55
420184
Tilt Latch Retainer
PVC
56
720207
1" Tilt Latch Spring
SS
57
420186
Plastic Tilt Latch Finger Pull
PVC
58
720192
Metal Tilt Latch Finger Pull
Cast Zinc
59
420180
Piwt Bar Comer Key (Top & Bottom Sash)
PVC
60
720206
Pivot Bar (fop & Bottom Sash)
SS
61
1 7101/7102
Top Sash Till Latch (L&R)
PVC
62
76X12FPTX
#6 x 1/2" Ph. FH SDS (Top Sash Tilt Latch Screw)
SS
63
720191
Sash Pull Handle (opt.)
Cast Znc
64
78X34FPT
#8 x 3/4" Ph. FH SDS (Pull Handle Screw)
SS
73
720136
I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
75
71684&5
Setting Block (7/8" x Tx 1/8"), 85 +/- 5 duro.
EPDM
80
61012
Extruded Screen Frame
Alum
81
60776
Extruded Screen Spreader Bar
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame
PVC
83
72045
Extruded Screen Spreader Bar Clip
Alum
85
7CASPM
Tension Spring
I SS
86
61816C48
Screen Cloth
I Fiberglass
87
61635/61624
.140" Screen Spline (Machine/Hand Rolled)
I Vinyl
Revision'
C) ADDED BACKBEDDING.
AK - 3/11 /20 _
ivo. 58705 r
?r PRODUCT REVISED
as complying with the Florida
Descripu— Orcwn W. -a BOTTOM SASH
p • �` 1�O �` Building Code ASSEMBLY
BILL OF MATERIAL B (BOM) J ROSOWSKI ;Q�'•, FATE OF ��/ NOA-No. 20-0401.05 DETAILS
lIlle: DOlO i C�`s'••. <ORt01�,.•' ���� Expiration Date 09/77/2025 EXTERIOR ,
DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 '',,S/ONAL V'1,,\\ � By 0 • .,ATTACHES
Series/Model: Sccls Sheet: Orcwfng No. Rer. I r r l l l l 11 Miami -Dade Product Control TO BALANCE
DH-5460 NTS 12 OF 12 MD-DH5460-01 C A.LYNNM58705 P.E.
P.E.# 58705