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FL # FL239-R24
1 Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
PGT Industries
Address/Phone/Email
1070 Technology Drive
North Venice; FL 34275
_. (941) 486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature
Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative
Jens Rosowski
Address/Phone/Email
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
Single Hung
Compliance Method
Certification Mark or Listing
Certification Agency
Miami -Dade BCCO - CER
Validated By
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016 IF I
:w J �iT
x
Model, Number or Name
Description
239.1 I
SH - 200 (Non -Impact)
Aluminum Single Hung Window
units of Use I
Certification Agency Certificate
.Approved for use in HVHZ:.Yes
FL239. R24 C CAC 16-0505.02.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/01/2021
Design Pressures N/A
Installation Instructions
Other: Please see'Miami-Dade County Notice of Acceptance
FL239_R24 II 16-0505_02.pdf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, siie, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 I
SH - 500 (Large Missile Impact)
WinGuard Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R24 C CAC 15-0612.12b.pdf
Approved for Use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, Yes
01/08/2019
Design Pressure: N/A , .
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R24 II 15-0612.12b.odf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3
I
SH - 600 (Non -Impact)
Aluminum Single•Hung Window
Limits of Use
Certification Agency Certificate
Approved for use m HVHZ: Yes
FL239_..R24C_CAC._16 S.pdf
Approved for use outside HVHZ: Yes
....
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/26/2021
Design Pressure: N/A
Installation Instructions
Other: Please see M`jami-Dade County Notice of Acceptance
FL239 R24 II 16-0714.05.pdf
(NOA) for product pe�fonnance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 I
SH - 700 (Large Missile Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL39_ 2..:R24 C CAC 16-0714.06_.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/26/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R24 II 16-0714._06..p_df
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER.
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5
SH - 800 (Large Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
F1239 R24 C CAC 16-0714.01_pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2022
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R24 II 16=0714.0l,pdf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCC` - CER
and anchor type, size, nd spacing information.
Created by Independent Third Party:
i
Evaluation Reports
Created by Independent Third Party:
239.6
SH - 800 (Small Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239_R24__C CAC 16=0714; 02._pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2022
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239R241I _16=0Z14.02,pdf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
239.7 I SH-3 000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes, 12/06/2017
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage details,
and anchor type, size, and spacing information.
Installation Instructions
FL239 R24 II 15-00612 11 LMI.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8
SH-3000 (Small Missile Impact)
Architectural Systems Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R24 C CAC 15-0612.10 SMI. df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/06/2017
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R24 II 15-0612.10 SMI.Ddf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9
SH-5400 (Non -Impact)
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R24 C_ CAC 16-0714.04.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R24 II 16-0714.04.pdf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.10
SH-5500 (Large Missile Impact)
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239..._R24.__C_CAC._16.0714.03.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
07/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 _R24_11 16-0714,03;pdf
(NOA) for product performance information, anchorage details,
Verified By: Miami -Dade BCCO - CER
and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
....... '--_..- I..__......._..._ .... ... . _..
Credit Card
Safe
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MIAM 1-DADE
MIA,MI=DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I-1805 SW 26 Street, Room 208,
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF,ACCEkANCE (NOA) www.miamid'ad'e`Eoy/economy
'PGT Industries, Inc;
1070 Technology Drive,
North Venice; FL 34275
"SCOPE:
This.�NOA is being ,issuedi under the applicable rules and regulations governing .the use of. construction
material'. 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 MiamDi-ade .County Product- Control
Section that this product or aterial 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 20.0" Aluminum Single Hung Window --N.I. 4
APPROVAL DOCUMENT: DrawingN6. MD=SIH2O0-01, tWed '"Single Hung Window'Installation"
sheets 1 through 8.of 8, dated 05111/11, with revision C dated 04/22/16; prepared by manufacturer, signed
and sealed by Anthony Lyric 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 IMPACTRA ING: None
LABELING: Each unit shall bear a permanent IabeI with the manufacturer's name or logo, city, state,
model/series, and followin_g 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 140A 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: Thed 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# 15-0528.22 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
MIAMt262E COUNTY. Expiration Date: September 01, 2021
���i�r Approval Date: June 16, 2016
rl° Page 1
PGT Industries, Inc. - -
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t' Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring
on 09/01/16. Q
Manuel rez, P.E.
Product Contr Exa iner
NOA No. 6- 5.02
Expiration Date:. September 01, 20,21... .
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 NON -IMPACT 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 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, SEE TABLES 5 & 6, SHEET 4 & 5.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1XAND 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.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH -AS -SPECIFIED ON TABLE-5 & 6, SHEET-4.&Z-NARROW_JOINT-SEALANT 'IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION 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) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33 113 % 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) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
-
53.1/8-TIP-TO-TIP WIDTH
52.1/8" BUCK WIDTH
NO ANCHORS
REQUIRED IN
49-1/8'
VISIBLE LIGHT
FLANGE
FRAME HEAD
f" yB
9' MAX.
i
A
W MAX. FROM
CENTER OF
MEETING
RAIL
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. j
I WIDTH -►I
i-- WIDTH �{
I
I
HEIGHT �
-
I
�
HEIGHT
EOUAI IITF.
PROVIEWIORIEL
ARCHTOP PROVIEW/ORIEL
RADIUSTOP EQUAL LITE
8' MAX. FROM
CENTER OF J
MEETING
RAIL
1}T.
1
'
VISIBLSIBLE
2y LIGHT
MAX. O.C. I 78"
J—�r—ylL TIP -TO
TIP
HEIGHI
BUCK
HEIGHT
MAX. O.C.
0' L._.+-B NO ANCHORS REQUIRED
MAX' IN FLANGE FRAME SILL
TYP. FLANGE FRAME ELEVATION
(TESTED UNIT) -
DESIGN PRESSURE RATING IMPACT RATING _
VARIES, .NOT RATED FOR
SEE SHEETS 2 & 3 IMPACT RESISTANCE
STANDARDS USED: .
r2014 FLORIDA BUILDING CODE (FBC), 5TH. EDITION
r ASTM El 300-09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM. DESIGN MANUAL, ADM-2010
e AISI-S 100-071S2-2010
s•S0, 5ti7il� � , -
521bOF Ij ~
A, LYNN MILLER, P.E.
P.E.058705.
ee;aeR
52-118' BUCK WIDTH
49-1/8'
VISIBLE LIGHT
3 MAX
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VISIBLE
LIGHT
6"MAX. O.C.
I
71
BUCK
/I
HEIGHT
I � I
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3' MAX.
6' MAX. O.C.
TYP. INTEGRAL FIN FRAME ELEVATION
TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ........................ 1
ELEVATIONS.. 1
DESIGN PRESSURES............2 & 3
INSTALLATION, FLANGE ............. 4
INSTALLATION, INTEGRAL FIN...5
ANCHOR QUANTITIES ................. 6
GLAZING DETAILS ....................... 7
CORNER •ASSEM BLY................... 7
EXTRUSION PROFILES................8
PARTS LIST...................................8
rote: Rerielon:
04/22/16 OR ECTE
ERAL NOTES &.ELEVATION
PRODUCCREVISED V
a> complying with She FKttida
Building Code TF,6 0
ance
AcceptW
p Bt Date 2 )
BY
Mietn' Dadeproduet Cm
J ROSOWSKI
1070 TECHNOLOGY DRIVE Tltle: Doh:
N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
NOKOMIS: FL 34274 SerNa/Made!• Scab: Sheet: Drv►Inq No. Rer.
CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 . MD-SH2O0=01 C
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µ VENICE tl 34275 SINGLE HUNG WINDOW INSTALLATION
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-DESIGN- PRESSURE B�1
P p .".:: •�' 1070 TECHNOLOGY DRIVE RtN: ,
N: VENICE. R_ 34275
P.O. BOX 1SINGLE HUNG WINDOW INSTALLATION
,
_ ..:�',.:� NOKC..'-. 342 34274 S-W/ W k S.A: sheet�0
, . h CERT. 4 1.129296 SH-200 NTS 3 OF 8 MD-; )-01 R c
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4
INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION
OPTION 1
CURVED HEADER
INSTALLATION INTO WOOD
X. SEE NOTE 2, THIS
I
�S�H�EET.I�� J EMBEDMENT T
u 1SHIM
l4•MAX TYPE,
T'P. ANCHOR
1.465" II "
VISIBLE
LIGHT
HEIGHT
BUCK HEIGHT EXTERIOR
I
TIP -TO -TIP
HEIGHT (
37
VISIBLE
LIGHT
HEIGHT
If
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 5, THIS
SHEET.
OPTIONAL ADDON r13
FLANGE Q HEAD,
SILL & JAMBS
EMBEDMENT
EDGE
I
EDGE
DISTANCE • '
TYP. ANCHOR
_.......1/4` TYPE,
EMBEDMENT
MAX AND EDGE ..
�- SHIM DISTANCE PER
SUBSTRATE,
1 SEE TABLE 5,
THIS SHEET.
INSTALLATIO__N
OPTION 1 INSTALLATION
STRAIGHT HEADER OPTION 2
INSTALLATION ONTO INSTALLATION
WOOD 2X. NO ANCHORS ANCHORS DIRECTLY
REQUIRED AT HEADER. INTO MASONRY.
CONCRETEICMU CONCRETE/CMU
PER ANCHOR PER ANCHOR'
REQUIREMENT REQUIREMENT
TYP. ANCHOR
/- 3
1/4' MAX 41 127
•
TYPE,
EMBEDMENTAND
EDGE DISTANCE
SHIM \ J \
12 61 (10
PER SUBSTRATE,
SEE TABLE 5,
THIS SHEET.
\
38
EMBEDMENT
r
EDGE
--'------ CCU I
• .'
DISTANCE
32-36
#12 STEEL •i
SELF -DRILLING
SMS (GS), SEE
TABLE 5, THIS
114" MAX. SHIM
TABLE 5:
Anchor
Anchor
114" 410 Flex
Ur
` SHEET
L_1_-
P.
USE EITHER INSTALLATION
K -
LATCH (# LOCK
BOTfoM LocK OPTION-4
32-35 (#11).TESTED INSTALLATION
_-- —
01 Steel SMS
Screw (G5)
UNIT LOCATION: ANCHORS
6-5/8' FROM DIRECTLY INTO
,� 64 VENT END. METAL.
1/4" 410 SS CreteFlex
t
2.254' (31
2X WOOD
SUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
NO ANCHORS
REQUIRED IN
FLANGE
..
FRAME SILL
-• .
RTICAL S
43) 64
EXTEEjR_IOR
INSTALLATION
OPTION 3
•— VISIBLE LIGHT WIDTH
\�'
INSTALLATION ANCHOR.
BUCK WIDTH
THROUGH 1X BUCKSTRIP
_ ____
INTO MASONRY.
_
IORIZONTAL SECTION R-
EGRESS FORMULAS
Substrate
Min. Edge
Min.
(EQUAL-LITE)
Distance
Embedment
WIDTH: TIP -TO -TIP WIDTH -4'
(routed CMU, (ASTM C-90)
- -
^
HEIGHT: TIP -TO -TIP WIDTH/2 - 6-5116'
Soulhem Pine (SG - .55)
/16"
t-3/B^
VISIBLE LIGHT FORMULAS
5luminum, 6063-T5 min.
3B"
1/8^•
(EQUAL-LITE)
Steel Stud, Gr. 33 min.
3/6"
0.0346 (20 Ge)`
WIDTH (SASH): TIP -TO -TIP WIDTH - 5-1/16`
A36 Steel
3/9'
118"•
WIDTH (FIXED): TIP -TO -TIP WIDTH - 4•
'. Southern Pine (SG - .55)
1"
1-3/8"
HEIGHT: (TIP -TO -TIP HEIGHT - 7-1l18�2
;oncrete (min. 3.35 its!)
1"
1"
1-1/4"
!J DADE APPROVED MULLION, I C I 1/4" Steel Ultracon 1 Concrete (min. 2.9 ksi) 1 1" 1 '-3"" I
_ ALUMINUM, STEEL FRAMING OR EXTERIOR U11j;; D CMU, (AST. C-90) 2-1/2"
STEEL STUD. SEE SUBSTRATE n • MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES, TABLE 5, THIS SHEET. 4'J
NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
0 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
21 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IXAND 2X'SUCKS PRODUCT REVISED
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE m complying with ttm Florida
ENGINEER OR ARCHITECT OF RECORD.
Building Code
niccptonce too )fo-O o2
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO , , , , ; @xpiretioe Dau 22(
REFERRED TO AS DAYLIGHT OPENING) IS + ' • /'i ReWaed By. Data Revision:
j{ �T[ MEASURED FROM BEADING TO BEADING. ��,'r ��\�t�l•"%!�; ,, JR 04/22(16 NO CHANGE By
{ ` 1/4' MAX SHIM '� Miyn' adc Pmdual m
:;�EPiS.. •' C:�
Revised By: Date: ReWslon:
CONCRETE PER 1'1'•'�''''S -
ANCHOR — /' O DeeMptlon: Oraen By:
• REQUIREMENT _ •�L- �'� = FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
.Z 71T
<i . 1070 TECHNOLOGY DRIVE Title: Date:
r, N. VENICE, FL a4275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
• ?�+r G. C'0.' P.O. BOX 1529
• fit;./�, •: .i NOKOMIS, FL 34274 Seriea/Modali Scale: Sheet: Drawing No. Rer.
A�LYNN MI4LEFk; P.E. CERT. OF AUTH. p29296 .SH-2OO NTS 4 OF 8 MD-SH2O0-01 C
P.E.# 58705
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET
OPTION 5 - �_— EMBEDMENT
CURVED HEADER EDG—
INSTALLATION DISTfNCE,,,
ANCHOR (SCREW)
THROUGH THE FIN
DISTANCE
1.465"
1 I I
J_ I I
VISIBLE
LIGHT
HEIGHT I
II
I I
I
r411 /
EXTERIOR
2.751'
BUCK
HEIGHT J
VISIBLE
LIGHT
HEIGHT
43
2.254' 31
TYP. ANCHOR,TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,—
SEE TABLE 6, THIS SHEET.
INSTALLATION
E OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
1/4' MAX SHIM -
TYP. ANCHOR TYPE
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 6, THIS
SHEET.
USE EITHER
LATCH (a 29) OR
BOTTOM LOCK
(N11). TESTED
UNIT LOCATION:
6518" FROM
VENT END.
TYP. ANCHOR TYPE, EMBEEDGE
DMENT AND
EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE
TABLE 6, THIS SHEET
EDGE
DISTANCE EDGE DISTANCE
114' MAX SHIM -
�l 1/4' MAX SHIM TYP. ANCHOR TYPE, `I
2X WOOD,
EMBEDMENT
- ► SEE NOTE 2,
J
THIS SHEET
J
EDGE
2X WOOD,
SEE NOTE 2,
DISTANCE
THIS SHEET
EDGE
DISTANCE
1
----- �L EMBEDMENT
1/4" MAX SHIM
4
TYP. ANCHOR TYPE,
I
EMBEDMENT AND EDGE —/
I I
DISTANCE PER SUBSTRATE, INSTALLATION
SEE TABLE 6, THIS SHEET.
• INSTALLATION
OPTION 5
OPTION E
INSTALLATION
STRAIGHT HEADER
ANCHOR (SCREW)
INSTALLATION ANCHOR
THROUGH THE
FIN
(SCREW) THROUGH THE FIN'
INSTALLATII
OPTION 7
INSTALLATIO.
ANCHOR(SCRE
THROUGH THE
#10 STEEL
SELF -DRILLING
SMS (G5)
EXTERIOR
ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
NOTES
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET. I I
HORIZONTAL SECTION C-C
MULLION SECTION
DADE APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL, MAX.
114".SHIM. SEE SUBSTRATE
PROPERTIES. TABLE 6, THIS SHEET.
EXTERIOR
15
EDGE
�I DISTANCE
2X WOOD, SEE
NOTE 2. THIS
SHEET
EMBEDMENT
I rr s , OPTION 6
1 84 l_J INSTALLATION ANCHOR
'J EXTERIOR (NAIL) THROUGH THE FIN
VISIBLE LIGHT WIDTH 'a
— BUCK WIDTH EGRESS FORMULAS
(EQUUAL-LITE).
WIDTH: BUCK WIDTH - 3"
LJ HEIGHT: BUCK HEIGHT/2 - 5-13/16"
VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (SASH): BUCKWIDTH - 4-1116'
WIDTH (FIXED): BUCK WIDTH - 3"
HEIGHT: (BUCK HEIGHT = 6.1/16-) / 2
WITH FIN LJ -
REMOVED
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2-1/2" x .113" Box Nail
P.T. Southern Pine (SG = .55)
1/2"
2-7/16'
2-1/2' x .131" Common Neil
P.T. Southern Pine (SG = .55)
9/16"
2-7116'
2-1/2" x .145" Rooting Nall_
P.T. Southern Pine (SG - .55)
9116,
2-7/16'
#10 Steel SMS Screw (GS)
P.T. Southern Pine (SG = .55)
314"
1-3/8"
Aluminum, 6063-T5 min.
3/8"
1 1/8"
Steel Stud, Gr. 33 min.
3/8"
0:036
A38 Steel
3/8"'
11 USE ONLY SUBSTRATE - MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
_ 114' MAX SHIM, I t i l.! t r .
APPROPRIATE ANCHORS LISTED .,..1 l;il•I?f �
ON TABLE 6 OF THIS SHEET. ,� • _ �i;;� i�
FOLLOW EMBEDMENT AND EDGE-:..
- EDGE DISTANCE LIMITS. ANY ,-�° \CEi•!.y
��--- DISTANCE INSTALLATION OPTION SHOWN-
_ MAY BE USED ON ANY SIDE OF THE
—� EDGE WINDOW. /' --
-�_, DISTANCE - '{�(• -
2) 2X WOOD FRAMING OR BUCK,
EMBEDMENT` 1-I/2' THICK OR GREATER. �" '- :ei ::' • ��-,•�
,,. ?tt il,• •. �, 1070 TECHNOLOGY DRIVE
34275
2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT ��;� �.ir, •+• `�= N. VENB , FL 29
P.O.PO BOX 1342
(ALSO REFERRED TO AS DAYLIGHT ..?r��r?,i.. ��' NOKOMIS; FL 34274
OPENING) IS MEASURED FROM • q, LYNN 1.1•ILLER, P'E.
VERTICAL SECTION D—D BEADING?O BEADING. P.E.#58705 CERT. OF AUTH. #29296
J R 1 04/22/16
PRODUCT REVISED
1/8"
as complying with the Florida
3uildi" Cede
Acuptsnce N¢ Ko-OSb5.�D2)
Revldi¢n:
E. piration Det¢ t.
NO CHANGE
M1By
fian' U¢dc Prodaa CatU¢dc Product Cat
"'
R-Won:
Description: .. Drown By: .
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
SINGLE HUNG WINDOWINSTALLATION 06/11/11
Sedes/,M odek Scow Sh.. Drcwfnp No. Rer
SH-200' NTS 5 OF 8 MD-SH2O0-01 C
4
4
TAB E 7:
PRODUCT RF:VISRD
w. c.ntptyiuo reith the Florida
Building -ode
Accry,lbncc f7o 1 '0-05o yy
L-<rirntiat Oal¢ _r),prZl
ny
Aii f hndect.
Y U
Q O O
O Z o
go
I� 00
�I u S 0
I; w Z Q
�I u x CO
O
VISIBLE LIGHT I� _ SASH Ur (n
HEIGHT �I HEIGHT Z Z_gg
SASH HEIGHT �I U r7f Z
-3-9/16" II N Q (.7
N 0_ Z
II I CO M Q' T O
I ..Q yiN
2 J 8 =
U (7 U)
Z Z
a a. Q U)
N m
® ONO)CY^I q
—..___ �a,ii rYi a
f�p Irky`3, x L�
L�Y�a
FIGURE A: SASH CROSS p
.SECTION (WITH d
MONOLITHIC GLASS) o = z
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. A.'I!YNN�MILLER; P.E.
P.E.M 58705
Anchorlauantltlee Required, Flange Frame
Maximum Window Width'
19-1l8'
26-112'
]"
]T
41•
45'
49'
53.1/8•
Maximum
Saeh Height¢
Group A
Group B
Group C
Group A
Graup B
Group C
Group A
Group B
Group C
Group A
Group B
Group
Group A
Group B
GroupE
Group A
Group B
Group
Group A
Group a
Group C
Group A
Group B
Group
Window
cee Figure
ANGLED/CURVED ANGLED/CURVED
J FRAME FRAME
ASSEMBLY 90°CORNER ASSEMBLY
90° CORNER FRAME
FRAME ASSEMBLY
• ASSEMBLY
1" WEEP
NOTCH 0
EACH END
j 50 51 MITERED FRAME-
Fbb7 WITH FRAME
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS
118" ANNEALED OR 3/16' ANNEALED OR
TEMPERED GLASS r TEMPERED GLASS
40 ii `-(60l (41� iili� 11
3/8'NOM. jl d 3/8'NOM. jj11
GLASS BITE ('")JI� \ GLASS BITE
�- _ I 3E
PRODUCT REVISED
,, camplykq with tis Flmift
Suilding Code
No
15p
•acceptance lfo- 2
.pimtion Dtlte t
ilium' Dack Product .
(?+ Y V
1'WEEP� / O to p
NOTCH � ® I S'�— - - -- _ _ _ / N O T
EACH END 56 51- - — — _40 $ 0Lu
Z
I
� J
�AJ'1 MITERED FRAME a U 1:6
WITH FRAME FLANGE FRAME a (n UL
WELDS AT SHOWN, FIN
SCREW BOSSES FRAME SIMILAR p (� Z y O
ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL
12"NOM.---12'NOM. �L U)
GLASS STACK GLASS STACK m Z
1/4"AIRSPACE 3/16'AIRSPACE CO 2 3 Z
1/4" ANNEALED OR 1/8' ANNEALED OR 3/16' ANNEALED OR _ _ r LLI
TEMPERED GLASS TEMPERED GLASS 1/8' ANNEALED OR TEMPERED GLASS 1/8ANNEALED OR N Tn (D
TEMPERED GLASS TEMPERED GLASS N V% Z
?Ill 62 I jlj 42 43 I 83 (43 i 64'O,Q.=N3/B'NOM. 4- Sl8"NOM, jjl 11318'NOM. jl IZ J $ _GLASS BITE GLASS BETE II I I GLASS BITE I I Ij o- X x (7 � fn
38 36 T1 _ __ 38
32-35 _ 32-35
.� 7
OJ�xi
1/8" GLAZING DETAIL
GLASS TYPES A & B
SILICONE
—114"NOM.
3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 112" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL
GLASS TYPES C & D GLASS TYPES E & F - GLASS TYPES G & I GLASS TYPES H& J
ALUMINUM
HOT -MELT BUTYL REINFORCEMENT POLYISO• ANT FILL AREA
STRUCTURAL BUTYLENE SILICONE SFAL-5/16"NOM.•t`� FOAM �_ 5/16"NOM'
3/16'NOM. BUTYLB SILICONE SEALPOLYISOBUMEN
i
- -
z��
o_ _
dY
oz z
IR
�STRUCTURAL
-y
\
WITH
DESICCANT
ROLL-FORMEDWITHDESICCANT
DESICCANT
STAINLESS STEEL FOAM
EXT.GLASS =
EXT.GLASS
EXT.GLASS
PI-INT.GLASS
No. ti870EXT.GLASS
11`O
"-INT.GLASS
- INT.GLASS
��-INT.GLAS$
F
^----�COR(DP'••
-
C"'Y.
3z KODISPACE 4SG TPS
- —
Cu) SUPER SPACER® NXT+m
34 DURASEAL® SPACER
35 XL EDGET"'SPACER
- - - -
`` '
A.LYIA MiL.ER, P.E.
REA 58705
�- 2.000'
.062' .500'
889'
.062' - •062'
C/ FLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056° 3.225"
O5�
.975' .050"-►]
1.125"
.050'
-� - 2.056'
5 \ INTEGRAL FIN FRAME SILL
,./ 6063-TB ALUMINUM
-►� H-- .062'
1.582"
.062' n
�p I
EF
-� 1.010'
C\ FIXED MEETING RAIL
/ 6063-T8 ALUMINUM
.062"
1.187'
.050'
-�1 .926- �-
SASH SIDE RAIL
10 6063-T6ALUMINUM
A. L1'IJNMiLLER, P.E.
REA 58706
2.600'
Iy 050'
.500"
.050"
{�---- 2.056" - --
1 O FLANGE FRAME SILL
6063-T6 ALUMINUM
1 T[�7 r► .976• �I
;.975"
S-,O5 1I2.000'.T-1.807" 1.898"
.062'1.229"
.062"
L
050- -
0 INTEGRAL FIN FRAME JAMB
8063-T6 ALUMINUM
.865' T
IL03-j.828'
874"
.062" 1.157' --{
.238" _ .050" J
.062"
2.000"
500'
062- J
.050"
0 FLANGE FRAME JAMB
�' J 6063-T6 ALUMINUM
2.000" --
.962" 1
1.125"
.050^
2^ 6
11.869°
.os2" .062
000 .062" --�-I �-
C4 INTEGRAL FIN FRAME HEAD
_ 6063-T5 ALUMINUM
.062' �.
r� .828"
SASH BOTTOM RAIL %� SASH TOP RAIL
7 8083-T6 ALUMINUM �./8063-TB ALUMINUM
r .050"
.050"T1L
13 ADDON FLANGE
6063-T6 ALUMINUM
11 SASH BOTTOM LOCK RAIL 12 SASH STOP i'RGDUC'f REVISED
6063-T6ALUMINUM 06063-T5 ALUMINUM
rs :nmplying with dtc Florida
Building Code
t.cepmnce No 1(2r0505.21
DzpirotioData
R.vb.d By: Dot.: RMefon: fn
R 04/22/16 ADDED IG SPACERS Miede ProductRavbad By., Dot.: R.Netont
® Deaoriptbn: Drown By:
BOM & PART DETAILS J ROS0WSKI
1070 TECHNOLOGY DRIVE 77tte: Dote:
N. VENICE° FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
NOKOMIS: FL 34274 SeAee/MoEel: Scab: Snaet: Dr.wlnq No. Rev:
CERT. OF AM. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 D