HomeMy WebLinkAboutProduct Approval t', h'�II��OLJh�YIRG D)iVLSIG:i
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MIAMI•DADE <O INSPECTION WILL$E MADE, MIAMI-DADE COUNTY
aj PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Nvww.miamidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this, product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisd;ction. 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.-
------t-
DESCRIPTION: Series�`Sgi=200'Aluminum_-_=SmileHungMuii d'vva►-NSI.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,sigried
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 revises NOA# 11-1013.12 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. 15-0528.22
IIAMFDADECOUNTY 1 5 Expiration Date: September 01,2016
7 f 3 Approval Date: August 06 2015
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-SH200-01,titled"Single Hung Window Installation" sheets I
through 8 of 8, dated 05111/11 with revision B dated 05/20/15,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 20,.-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 I thru 26,dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted tinder NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition (2014),dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM B1300-04
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-5" Edition (2014), dated May
21,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 11-1013.12,issued to PGT Industries for their Series"SH-
200"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on
09/01/16. J 014-
Lanue ez,P.E.
Product Contra xaminer
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date- August 06 2015
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). - 63-118-'TIP-TO-TIP WIDTH 52-118*BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8'BUCK WIDTH _ 48.11W
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MLAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 40.118' _- VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT 9'MAX.
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. FLANGE --B 3'MAX. D
FRAME HEAD --
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 35-1/2 I
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS B'MAX.FROM - "-' VISIBLE ._._._._ 36-V2'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF /j LIGHT 1 VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 21' 78' �� I LIGHT
RAIL / MAX.O.C. TIP-TO 6'MAX.O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL __ HEIGHT - -}--
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALINGiFLASHING .. .....=— 7T C
— I
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK 1
_ J} HEIGHT / ..1T 77'
OF THESE INSTRUCTIONS.
B'MAX.FROM BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF 1 HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING —1 /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAILI -� / 23'
11
7)DESIGN PRESSURES: - MAX.O.C. - —
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM - --
E1300. I -�D
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 0' -'y'B NO ANCHORS REQUIRED 3'MAX
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL Yom-- W MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT (TESTED UNIT
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-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR —A
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
GUIDE TO SHEETS:
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR c::-
4001
4001 SERIES(FIN FRAME).
GENERAL NOTES........................1
� ELEVATIONS................................1
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES............2&3
VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4
SE[SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...5
CWINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES.................B
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILSLY...................7
_ CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
PARTS LIST...................................8
Imo- WIDTH -►{ WIDTH
_ .......... y-- -\----.— wal C REVISED
as
ae wmplying vvtN lAe FI
Ami,cg0eN 15��28.2b
Accepwlce No
Revised By: Dale: Revision:
Ba klDNc 4l/� i,� 10!10/11 2010 FBC NOTE ByHEIGHT --_—_ HEIGHT � `t` •' '•�F, i JJ Vii e Product ttol
��;• V Revised By: Dale: Revlelon:
No.50705 ` = SGC 05/20115 5th ed.FBC REV Oman 6r
Dsaffpum
GENERAL NOTES&ELEVATION J ROSOWSKI
-- "O Dole:
' �� I=TECHNOLOGY DRIVE nue: 05/11/11
EQUAL LRF PftOVIEW ORIEL ARCRTOP PROVIEW/ORIEL RAOIU570P EQUAL LRE 0�•'• A CQP•,• \\�� N. VENICE, FL 34275
S` LOR�o..���C�, P.O. Box I52s SINGLE HUNG WINDOW INSTALLATION
ONAL 0 NOKOMIS:FL 34274 Sedse/Model: Soule: SAeet: Droriny No. Rev6
/A�L`IAN MILLI'k\P.E. CERT. OF AUTH. #29296 SH-200 NTS 10 8 MD
-SH2O0-01
P.E.p 58705
TABLE 1: TABLE 2:
x Monolithic Glass Types PRODUCT REVISED
Maximum 2 Design Pressure(lbst )for Glass Type A, Fin&Flange Frame os complying with tho Ftmrda
Window Sash Height
A 118"Annealed
Height' (see Figure A,this sheat) Maximum Window Width' Aacpimmo No t7� 22
0 B 1/B"Tempered
19-118" 26-117' 33" 37" 41" 45" 49" 53-118" a pir ti nDmo t>p
C 3116"Annealed
23" 11-9/18"(Equal Lite) +55.0 -90.0 +55.0 -90.0 t55.0 -90.0 +55.0 -90.0 +55.0 f -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3116"Tempered Miwn1 nda�ad�
under 18-9116' +55.0 -90.0 +55.0 -90,0 +55.0 -75.2 +55.0 -65.5 +55.0 -57.3 +50.2 -50.2 +44,8 -44.8 +39,9 -39.9 E 114"Annealed
3r, 18-9/16"(Equal Lite) +55.0 -00.0 +55.0 -90.0 +55.0 -84.2 +55.0 1 -74.5 +55.0 -66.6 +55.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 1/4"Tempered
over 16-9116" +55.0 -90.0 +55.0' -90.0 +55.0 -75.2 +55.0 -65.6 +55.0 -57.3 +50,2 -50.2 +44.8 -44.8 +39.9 39.9 Y r
under 15-718" +55.0 -90.0 +55.4 -87.1 +55.0 -73.4 +55.01 -63.8 +55.0 -56.8 +50.0 -50.0 +44,8 j -44.8 +40.01 40.0 (/?
TABLE 3:
15 7/8"thru 19-3116"' +55.0 -9D.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +51.1 •51.1 +45.9 -45.9 +41.3 41.3
3B-316" Insulated Glass Types 0 iB 4
19-1K'(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -827 +55.0 -72.8 +55.0 53.5 +55.0 -57.9 +64,2 •64.2 +51,5 -51.6 () O
over 19.1/4" +65.0 -90.0 +55.0 -87,1 +55.0 -73.4 +55.0 53.8 +55,0 -56.8 +50.0 50.0 +44.6 -44.8 +40.0 -40.0 G 1!8 Annealed,114"Airspace,1/8"Annealed � 0 $ Z �
under 19-9116" +55.0 -81.5 +55.0 -72.3 +55.0 •61.3 +55.0 -55.3 +50.5 -50.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 H 3/16"Annealed,3/16"Airspace,1/6"Annealed Of � 0 x4
1$8118"thru 22-5/8"' +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 84.3 +55.0 -58.9 +50.1 -50.1 +44.8 -44.8 +40.0 40.0 I 118"Tempered,114"Airspace,118"Tempered
46" 22-9116"(Equal Lite) +55.0 -900 +55.0, -90.0 +55.0 -76.8 +55.0 -68.1 +55.0 -58.5 +51.1 •51.1 +46.0 -48.0 +41.4 -01.4 J 3118"Tempered,3116"Airspace,118"Tempered ul W �
over22-9116" +65.0 -81.5 +55.0 72.3 +55.0 -61.3 +55.0 55.3 +50.5' 50.5 + 54 8 45.8 +42.0 -42.0 +38.7 -38.7 Z Z f•- OD
under 20-118" +55.D -71.6 +85.0 52.8 +55.0 -55.4 +50.3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 Z LL.
Z S Z '0
49•' 20-1/8"thin 244/2"s +65.0 -90.0 +55.0 -82,5 +55.0 -69.5 +55.0 -01.6 +55,0 -55.4 +49.3 -49.3 +44,6 -44.6 +40.0 -40,0 FIGURE A:SASH a U „U N
24-8/16"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +550 -57.8 +50.4 -50.4 +46.0 -46.0 +40.1 -40.1 GROSS SECTION •S d to IQ 0
(WITH MONOLITH'-_. •F Z Z
over 24-9Nfi" +55.0 -71.fi +55.0 •62.8 +65.0 -55.4 +50,3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -30.9 +36.2 36.2 GLASS) � � t' � Z_ t
under 20-13116" +55.0 -67.8 +55.0 -59,9 +53.3 -53.3 +48.5 -08.5 +44.1 14.1 +40.2 •40.2 +37.6 -37.6 +34.8 -34.6
.- cin #z
20.13116"thin 24-11118"s +55.0 .89.6 +65.0 .80.3 +65.0 57.7 +55.0 -60.6 +54.2 -54.2 +49.0 -49.0 +44.2 .41.2 +40.0 40.0 �II W (D
50-518" I O Z
24-314"(Equal Lite) +55.0 -90,0 +65.D -90.0 +55.0 -75.4 +55.0 -65.7 +55,0 -57.4 +50.3 -50.3 +44.91 .44.9 +39.9 -39.9 O 04 X = O
over 24-314" +55.0 •67.8 +55.0 -59.9 +53.3 53.3 +48.5 -48.5 +44.1 44.1 +40.2 -40.2 +37.6 -37.8 +34,8 -34.8 it O
underNA5/16" +55.0 -66.0 +q3.8 -03.8 +41.9 +11.9 +39.1 -39.1 +36.0 -36.0 +32.6 -32.6 +30,0 -30.0 +27.8 -27.8 Ij LU o
24.15116"thru 30-5/8", +55.0 -76.0 +55.0 i -66.0 +55.0 57.4 +51.9 -51.9 +47,4 -07.4 +43.2 -43.2 +39.9 -39.9 +37.3 •67.3 j SASH $$$-� U to (9
61" VISIBLE
HEIGHT LIGHT I� HEIGHT E (A LLl
30-9118"(Equal Lite) +55.0 -87.8 +55.0 -75.8 +55.0 -66.6 +55,0 -59.7 .+53.5 -53.6 +48.7 48.7 +43.9 -43.9 +39.9 -39.$ -
over 30-9/16" +55.4 •67.8 +66.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6! -37.6 +34,81 -34,8 SASH HEIGHT-3.9116^ II
under 26-314" +54.7 -54.7 +41.2 +11.2 +40.3 -40.3 +37.8 -37.8 +34,8 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.6
63" 25-3/4"thru 31-5/8", +65.0 -72.0 +65.0 53.2 +55.0 55.7 +50.5 -50.5 +48.1 -46.1 +41.9 -41.9 +39.0 -39.0 +36.3 -36.3 11 Nv
31-9116"(Equal Lite) +55.0 -83.9 +55.0) 71,7 +55.0 764.6 +55.01 -68.2 +52.4 -52.4 +47.9 47.9 +43.3 -43.3 +39.7 -39.7 i1 0x
oter 31-0116" +55.0 57.8 +65.0 -59.9 +53.3 753.3 +48.61 48.5 +44.1 -44.1 +40.2 I .40.2 +37.6 -37.6 +34.8 54.8
under 29-314" +53.3 53.3 +39.7 -39.7 +39.1 -39.1 +36.7 -36.7 +33,4 -33.4 +30.3 -30.3 +28.0 -2B.0 +25.B -25.8 ii o o
e.Y
73" 29-3/4"thru 36-5/8"' +55.0 -61.0 +52.0 1 52.0 +48.2 48.2 +44,0 -44.0 +40,1 40.1 +37.0 -37.0 +34.1 -34.1 +31.4 -31.4 o= z
36-9116"(Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 -52i +61.6 -51.5 +47.0 47.0 +42.7 -42.7 +39.6 -39.6 +37.0 -37.0
oter36.9/16" +65.0 -6TB +55.01 6.3 +52.1 -62.1 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34,8
under 31514" +53.3 -53.3 +39.7 •39.7 +39.1 -39.1 +36.7 •36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -2B.0 +26.8 -26.8 t t W W t t I I I r r r rr
78" 31-3/4"thru 39"2 +56.0 -58.3 +48.01 4e.0 +45,2 -05.2 +41.2 41.2 +3719 -37.9 +34.8 -34.8 +31.7 -31,7 +29.5 -29.5 tttit �33-z?1V�`rrr
39-1116"(Equal Lite) +55.0 -62.5 +50.8 -50.8 +46.3 •46.3 +45.2 -45.2 +44.2 -44.2 +40.3 -40.3 +37.7 -37.7 +34.9 -34,9 NOTES ;� �,c 'J�,L
t 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 116" 4,
Tip -tlp dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". _� a d
ANNEALED GLASS(TYPE A). p
x Overall sash height.For clear daylight height,subtract 3-9/16". - �i w
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
S Size range includes the standard Pro-View(3•oWer-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. Z:tZitQ-
�� y c
For otemlt sash width,subtract 2-15!16"from the buck dimension.
°7Y .. ....." 04\.
rrrr,4v
TABLE 4: TABLE 2:
PROOUCr REVISED
Monolithic Glass Types as complying with the 14a Ida
Maximum 2 Design Pressure(ibs/fe)for Glass Type B-J, Fin&Flange Frame BuildingCude 22
Window Sash Heigh/ A 118"Annealed Acccplancc M
Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered unri,ar nn nst-
9
1&1!8" 26-112" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed By _
Miami ade P,nducr Cmt
23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 50.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3/16"Tempered
under 18.9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed
37" 18-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered
asr 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 Y m
under 16-718" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55,0 -75.0 +55.0 68.5
TABLE 3:
15.7/8"thru 19-3/113"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.6 +55.0 -71.2 in o
38-318" Insulated Glass Types � 0 0
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 87.8 +55.0 -78.8 +55,0 -71.2 G 1/8"Annealed,1/4"Airspace,1/B"Annealed O
over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 58.5 +55.0 -81.8 +55.0 -76.0 +55.0 •68.5 Z N
H 3/16"Amir ea,3/16"Airspace,118"Annealed O 2
under 19-9116" +55.0 -90.0' +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -60.2 +65.0 -73.2 +55.0 58.3 +55.0 59.7 I- a�
3 Lji
1/8"Tempered,114"Airspace,1/8"Tempered `019-9/18"thru 22.510" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +55.0 80.1 +55.0 I -76.5 +55.0 -70.0 +55.0 -0 `45" ' 3116"Tempered,3118"Airspace,1/8"Tempered W W M
22-9/18"(Equal Lite) +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -69.3 +55.0 -78.5 +55.0 -70.0 +55.0 -63.0
owr 22-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -60.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 tb
Q Q LL
under20-1/8" +55.0 -90.0 +55.0 -90.0 +55.0 -68.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 2 2 Z y O
20-118"thru 24-117'3 +55.0 -90.0 +55.0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 55.9 +55.0 -59.1 FIGURE A:SASH U U m � $M
49" CROSS SECTION 0 0 u�
24-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.8 +55.0 -59.1 (WITH I.G.GLASS) Z Z W 0
o%er 24-9118" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -89.2 +55.0 -62.8 +55.0 57.7 � Z o
under 20-13/16. +55.0' -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 -58.8 `- '� Z
vj
20.13/16"thru 24-11/18"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.8 iii li N W Z
50-wa"
24-3/4"(Equal Lite) +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 9D.0 +55.0 83.2 +55.0 -72.7 +55.0 64.5 +55.0 -57.8 - Ali II O If) d S p
over 24-3/4" +55.0 -90.0 +55.0 -9D.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -81.9 +55.0 -58.8 11 I� Z W CV
under24-15116" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 .82.3 +55.0 -60.0 +55.0 -56.5 +53.2 -53.2 +49.6 -49.6 11 Ij SASH 7 U
61" 24-15116"thru 30518"3 +55.0 57.9 +55.0 -75.8 +55.0 •74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT ±j� �j HEIGHT 0 Z
HEIGHTU5 PR
30-9116"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 57.5 +51.1 51.1 li
o%er 30-9116" +55.0 -87.9 +55.0 -75.6 +55.0, -74.1 +55.0 -74.1 +56.0 -74.0 +55.0 -65.5 +55.0 57.5 +51.1 -51.1 SASH HEIGHT-3.9116"
N
under 255/4" +55.0 83.0 +55.0 -71.7 +55.0 82.0 +55.0 59.9 +55.0 57.8 +54.5 -54.5 +51.3 -51.3 +48.3 -48.3 iii j� ® O N m N
3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 59.4 +55.0 -64.5 +55.0 -58.5 +50.2 -50.2
83" 25 3!4"thru 31516" til Ij "�
31-9116"(Equal Lite) +55.0 -83.9 +55.0 71.7 +55.0 59.4 +55.0 -69.4 +55.0 -69.4 +55.0 54.5 +55.0 58.5 +50.2 -50.2 I j t�
oeer3l-9118" +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 •69.4 +55.0 59.4 +55.0 -84.5 +55.0 -58.5 +50.2 -50.2 li �I H o9 o
under 29-3/4" +55.0 88.3 +55.0 56.3 +52.1 -52.1 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +50.0 50.0 +46.4 -08.4 o a
29-3/4"thru 36-5/8"3 +55.0 -68.3 +55.0, 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +46.4 48.4
nZ
73"
36-9/16"(Equal Lite) +55.0 -88.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 •51.5 +51.5 -51.5 +46.4 -08.4
o%er36-9/16" +55.0 -68.3 +55.0 50.3 +52.1 -521 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -06.4 \\\``ttlllla r�/
under 31-3W' +55.0 82.5 +50.6 50.11 +46.3 48.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 \� Ic ,......,,!V/�'.,
78" 31-3/4"thru 39"3 +55.0 -62.5 +50.8 -50.8 +46.3 48.3 +45.2 45.2 +45.0 -45.0 +45.0 45.0 +45.0 -05.0 +45.0 45.0 NOTES
39-1118"(Equal Lite) +55.0 -62.5 +50.8 50.8 +46.3 -48.3 +45.2 -05.2 +45.0 45.0 +45.0 -05.0 +45.0 -05.0 +q5.0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ CA
1 TYPES B-J.NOT APPLICABLE WITH 118"ANNEALED GLASS MPEA). _ z:h m tt r Z
Tip-to-tlp dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". _ z < n J.
2 O,erall sash height.For clear daylight height,subtract 3.9/18". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR;j v o 4: O i a
3HEIGHT DIMENSION SHOWN ON THE TABLE. •r•. eco
Size range Includes the standard Pro-View(3-over-2 configuration)for the given Window Height. y0'
e<
�V d
For marell sash width,subtract 2.15116"from the buck dimension. '. -v. '••....
,,/i��r
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU GONCRETEtCMu
-`--
OPTIONAL ADDON PERANCHOR PER ANCHOR TYP.ANCHOR
13 EMBEDMENT -�----moi REQUIREMENT REQUIREMENT TYPE,
INSTALLATION SILL&J M HEAD, O 3 EMBEDMENTAND
OPTION i SILL s JAMBS �{[�''
CURVED HEADER _ I v 114'MAX 41 27 -EDGE DISTANCE
EDGE SIM 6i PER SUBSTRATE,
INSTALLATION INTO WOOD — SEE TABLE 6.
2X,SEE NOTE 2,THIS SHEET. - •�- ,-'-- DISTANCE 12 SQ _� THIS SHEET.
EMBEDMENT ``�-� '; _
TYP.ANCHOR
j TYPE. 30 EMBEpMENT
R") —L1/4"MAX 1/4" ! EMBEDMENT EDGE
SHIM _ -••-r �J AND EDGE . -= ----- - • DISTANCE
C3 TYP.ANCHOR TYPE, SHIM DISTANCE PER
EMBEDMENT AND {�
1.465' II EDGE DISTANCE I 1 SEE TARE 6, 32 Y
it PER SUBSTRATE, !I THIS SHEET,
II 36 SEE TABLE 6,THIS if INSTALLATION 43 sa EXTERIOR INSTALLATION
1
SHEET. OPTION i INSTALLATION1vl OPTION 3
VISIBLE jl VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
I
LIGHT STRAIGHT HEADER OPTION 2
{ INSTALLATION ONTO INSTALLATION - BUCK WIDTH
THROUGH 1X BUCKSTRIP
HEIGHT Il 81 h INTO MASONRY.
30 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY ---- TIP-70-TIP WIDTH
I REQUIRED AT HEADER. INTO MASONRY.
I� HORIZONTAL SECTION A A
ss
It
►{ }-+-• 114'MAX.SHIM TABLE 6: EGRESS FORMULAS
412 STEEL I I (EQUAL-LITE)
Anchor Min.Edge Min.
41 S MS(0)SEE Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(05),SEE- HEIGHT:TIP-TO-TIP WIDTHQ-6.6116'
2.751• B TABLE 5,THIS A 1/4410 SS GteteF{etc Ungroulod CMU,(ASTM G80) 1-314" 1-1/4'
DUCK SHEET -- � P.T.Southern Pine(SG=.65) 8116" 1-3/8"
EXTERIOR USE EITHER _ VISIBLE LIGHT FORMULAS
HEIGHT LATCH(#20)OR INSTALLATION 012 Steel SMS Aluminum,6083-T5 min. 318" 1t8"' (EQUAL-LITE)
BOTTOM LOCK' OPTION 4 Screw(G5) Steal Stud,Gr.33 min. 3/8' 0.0346(20 Ge)" WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116"
TIP-TO-TIP - 32 (#11).7ESTE0 INSTALLATION B A36 Steal 318" 1l8^ WIDTH(FIXED):TIP-TO-TIPWIDTH-4'
HEIGHT ii UNIT
ITLOFROM� ANCHORS P.T.Southern Pine(SG=.55) 1' 1-3)8" HEIGHT:(TIP-TO-TIP HEIGHT-7-U16-y2
DIRECTLY INTO
VENT END. METAL. 114"410 SS CreleFlex Concrete(min.3.35 ksl) T 1'
VISIBLE 11 l Ungrouied CMU,(ASTM C-90) 1.314" 1-114`
LIGHT II li 7 3 P.T.Southern Pine(SG-.65 1" 1-316"
HEIGHT I� �I 34 DADE APPROVED MULLION, C 114'Steel Unracon Concrete(min.2.9 ks)) 1" 1-319,
ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C30) 2-112• 1-114"
II II 11 STEEL STUD,SEE SUBSTRATE 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
�{ PROPERTIES,TABLE S.THIS SHEET.
NOTES
-03 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.
2.254' 31 20
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN i-112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-U2'THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED
SEE NOTE 2. (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as compiytngwkhtha Flartda•
THIS SHEET. —� ENGINEER OR ARCHITECT OF RECORD. B A1.41W
---------------
Buildin C a
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO Ac PI
NREFERRED TO AS DAYLIGHT OPENING)IS ��`'Ot�� LYNAf/ rfi� Raviaed By: Dat.: Ravtatan:MEASURED FROM BEADING TO BEADING. 1��'C ••iLOEN3F' F.Q � JJ 10/10/11 2014 UPDATE Munni adc
T 114'MAX SHIM Q` —`
NO ANCHORS ` � No.50705 Ravhed By: Dote: Ravletan:
REQUIRED IN % CONCRETE PER - �r SC 05/20115 TABLE 5
FLANGE a ANCHOR _It M1 Qp Dascrfpllon: Drawn By:
FRAME SILL •• •� REQUIREMENT �.� �i ThO (�j.�w` FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
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• FCORIDP \��l 1070 TECHNOLOGY DRIVE Title: Oat s
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VERTICAL SECTION B-B MAL
1�1 I 1 1I\\\� P.O.
FL 34274 gerrea/Model: Scair: Slrod: OmMnp Na. Raw.
A.LYF.EMILLER,P.E. CERT, OF AUTH. #28286 SH-200 NTS 4 OF 8 MD-SH2O0-01 B
P.E.#69705
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1,(LYNN' %� JJ 10/10/11 NO CHANGE J ROSOWSKI 4s o
Q�:• pf
UGENSf Revised W. Dote.' Revision: Dro.n Date: e'e'o e e
' No.58705 SC 05/20/15 NO CHANGE 05/11/11 °;
®
ANCHOR SPACING
Vn
��i ••. STATE OF ; (V�� 1070 TECHNOLOGY DRIVE Td1a:
��` '•.F�ORIOP•.•'•��; N.VENlcF_ FL 34275 SINGLE HUNG WINDOW INSTALLATION
P.O. BOX 1529
NOKOWS.FL 34274 �yadM: Scale: Sheet Dn�ln9 M.
Rev:
''dlen�NiMUE�LPE. CERT. OF At1TH. X29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.q 58705
PRODUCT REVISED
m complying nigh the Flmldo
BoilJing Cock
6 Accepinnce No 1 Oj?�j,22
ANGLED/CURVED ANGLED/CURVED Be mhonDald �(P
Dy
ASSEMBLY 90°CORNER ASSEMBLYFME
90°CORNER ASSEMBLY
FRAME (3} 9 Y m
ASSEMBLY �♦
21 21
NOTCH '\ i 1'WEEP l 6 50 61 �O'
O g(n
1'WEEP
NOTCH
EACH END ` EACH END W 0
W W 0 Q g�
z z U) co LL
MITERED FRAME 50 51 SNGE FHOWNFINE Z 0
WITH FRAME MITERED FRAME FRAMESIMILAR Q Q } Q
WELDS AT WITH FRAME_
SCREW BOSSES WELDS AT Z Z J
SCREW BOSSES m Z 3 I`
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) z Z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. Q � CD
O w m N
W UJ
w C7 v=i
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112 NOM. 112'NOM.
GLASS STACK GLASS STACK
1/4'AIRSPACE — 3/16'AIRSPACE ® pN m
1/8ANNEALED OR _ 3/16'ANNEALED OR 114'ANNEALED OR _ 1/8'ANNEALED OR 3116'ANNEALED OR _ N''l
TEMPERED GLASS ~I r TEMPERED GLASS I TEMPERED GLASS I' TEMPERED GLASS — 1/8'ANNEALED OR TEMPERED GLASS 118'ANNEALED OR
TEMPERED GLASS TEMPERED GLASS o x
^ 60 ISI 61 I�� 62 �I 6S Lj I 64 z�$•y
40 —II ! 41 I 42 I 43 Ii II 43 II II 06 DO o
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36
36 36 36 33 32
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1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G. GLAZING DETAIL 1/2"I.G.GLAZING DETAIL = 6 J:o
GLASS TYPES A&8 GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J — S •'2 �'6
V 111111\\\vv
Item PGT PGT Part# Description
# Dwg.# 2.000-
1 2703E 62703EW Flange Frame Head
2 27518 62751BW Flange Frame SIII 2.000• � 050, efiz•
3 2781 62781W Flange Frame Jamb 062• 23e •062' 1.126•
4 2713 62713BW Integral Fin Frame Head so0°
2.600• � .050'
2.000'
5 2714E 62714EW Integral Fin Frame Sill -T .050•
6 2782 62782W Integral Fin Frame Jamb �� I so0"l� .06z• J
7 2706 62706DW Sash Bottom Rail 062• A .050• - � .062• L ess•
osr
8 2707 02707CW Sash Top Rail 500 062. 062" 1
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD Imo-1 .050' .06r -��-.-
10 2709 62709CW Sash Side Rall 1 0063-76 ALUMINUM 2.066'
11 27408 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM
12 2785 1 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056" -- 3.225' .976' {
22 1270 7PAD718 Open Cell Foam Pad 050 fr I 1.187" +{
1.125' -� .050• J I .050•
Fr-Y-
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC � � .osz•
24 4066 64066G Wstp.,187 X.230 Fin Seal __ 1.607" 1.898
25 2784 72784W Sash Side Rall Gasket,Pol ethel ne - .050'-� 2'000 1 .062• T
y y 975' 1.228' .050' i
26 1078 7121UM Balance Take-out Clip 1,125• 87fi 50" •062" - 13 ADDON FLANGE
.082' ,--� 6063-T6ALUMINUM
27 Varies per Size Balance 050 062" so0 f�
28 2711 42800W Sash Cam,Nylon � � 82��
29 1096 71096W Sweep Latch,Zinc 2.056 .050'
30 1016 7858WW #8 X.825 Ph.FI.SMS Latch Screws O INTEGRAL FIN FRAME SILLO INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL
31 1267 71267N Salting Block 118"x 112"x 1",EPDM
6063-TO ALUMINUM 6063-TB ALUMINUM 8063-T6 ALUMINUM 6063-T6 ALUMINUM
32 6DURAK316 Duraseal-3/16" -}I .062•
33 6DURAK14 Dureseal-1/4"
34 Sash Bottom Lock Spring �z
35 Screen Cloth,Fiberglass 1.582'
1 187 865'
36 Dow Coming 899 Silicone Glazing Sealant •062• .050" k'�
039' 826-
40 1625 61625B Glass Bead(1/8"Glass) 674
41 2719 62719B Glass Bead(3/16"Glass) -"i •926" 062 1.16r •�
1.010•
42 1263 612638 Glass Bead(1/4'Glass) O FIXED MEETING RAIL70 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCTREVISED
43 1253 BVT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6083-T5ALUMINUM 6063-T6 ALUMINUM 8063-T5 ALUMINUM a complying xvith the Florida
building Code
50 781 PQA #8 X 1"QUAD Pn SMS Acceptance No t -17 11 22
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 111'"'I Bxp'ma nm
nDale, /1prF
52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Znc \��\o,y LYNN ryj�/ r/,,/ Revrsea By. Date: Reweron; Oy
53 1188 781LHPQX #8-15 x 1 LH Twinfast Screw 7Jnc(S,S.) 5� ,•'�1GENSF '•lFQ '; JJ 10/10/11 NO CHANGE Mian;l oda Productcanvd
'.,* RMeed By: Darer RevLlon:
54 78X1PFTFUA #8x1"Ph FI u/cut SMS _ No.50705 _ SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X V Ph FI-Stainless Steel =
® Oeaerlpllon: Drawn By:
60 1/8"Annealed Or Tempered Glass = o '• 22-1� ul, BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass 'P TE
p �'O'��•'• FLORIOP..'aG\?� 1070
N0VE TECHNOLOGY DRIVE
TWO: Date:
62 1/4"Annealt:dorTem eredGlass 1111 s ' •.....•• SINGLE HUNG WINDOW INSTALLATION 05/11/11
r ,$/ 1� P.O. BOX 1529
63 1/8"-1/4"Alr-118"An.or Temp.I.G. rr,,r�NA�I 111 NOKOMIS; FL 34274 SeNea/Modal: Scale: Shaer: Drawlny Na. Rar.
64 1/8"-3/16"Air-3118"An.or Temp.I.G. A.LYNNtIILLER'.RE. CERT. OF AM. J29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B
P.E.#58705