HomeMy WebLinkAboutProduct Approval ST. �°(P —oj-4LCOUNTY BUILD DIVISION
REVIEWED FOR WLLANCE
REVIEWED RY
DATE :I
FLANS_AA7*_PERMIT MUST BE AP f ON JOB
MIAMPDiADE OR NO DNPECTION WILL BE MADE.
MIAMPDADE COUNTY
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) www.miRniidade.gov/economv
PGT Industries,Inc.
1070,Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke, this acceptance, if it is determined by Miami–Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION:Series-SX 20011 Window n a M_ j,-
MT�*
Hung Winj
APPROVAL DOCUMENT:Drawing No.MD-SMOG-01,titled"Single Hung Window Installation"
sheets I through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,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,
modellseries, 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 sates, 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 I and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
[AMMADE COUNTY NOA No. 15-0528.22
Expiration Date: September 01,2016
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 1
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 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-5t'
Edition (2014),dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
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.
Due ez,P.11.
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).
63-1/8'*TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8*SUCK WIDTH 52-1/B' WIDTH
NO ANCHORS _ 4&118'
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY ML4,MI-DADE COUNTY APPROVED MASONRY REQUIRED IN49-118' r VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE VISIBLE
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6.SHEET 4 6 5. FLANGE .—BMAX3'MAX.FRAME HEAD
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A
1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED C,
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2*THICK OR GREATER.IX AND 2X BUCKS 35-112*
(WHEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOO 8*MAX.FROM -------ITT-11 t-- ----------- 3'41T
CORD. 21' LIGHT VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OFRE 0 SUCK DESIGN CENTER OF VISIBLE
MEETING
MAX O.C. 78" LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF Rldl TIP TO 6"MAX,O.G.
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALLTIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING 77'HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK C, I
OF THESE INSTRUCTIONS. _j HEIGHT 772
8'MAX.FROM J BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING
SUFFICIENTLY
HEIGHT
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL
7)DESIGN PRESSURES:
MAX.MO.C.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM L
E13DO.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME NO ANCHORS REQUIRED 3'MAX. J
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL WMAX.D.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 3311345 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 FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) (TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE,
9)REFERENCES:TEST REPORTS FTL-6470;ELCO ULTRACON NOA;ELCOCRETEFLEX NON ANSIW&PANDS 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 GUIDE TO SHEETS:
4001 SERIES(FIN FRAME).
GENERAL NOTES........................I
ELEVATIONS................................1
DESIGN PRESSURE RATING 3MPAGT RATING DESIGN PRESSURES 2&3
VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4
SEE SHEETS 2&3 IMPACT REStSTANCE
INSTALLATION,INTEGRAL FIN...5
I
ItkWINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE THE TABLES ON SHEETS 2 a ANCHOR QUANTITIES.................8
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM 1
-- GLAZING DETAILS.......................7
CORNER ASSEMBLY .............7
EXTRUSION PROFILES................8
WIDTH WIDTH PARTS LIST...................................8
PRODUCT REVISED
Be co,plyins with Lbc floridlk
Buildi.RCoda
Av
C!pt.%ce No
8048ad By. Data: Raylvion: mi.
DWo
HEIGHT k.-yh--1'4'1/4�///I
HEIGHT JJ 10/10/11 2010 FBC NOTE By
Product
�CENS mim' Ude prwo
R.vf.ed BY.' Date; Ravistm
�fj f ff, Jj�/ = c: Na.50705 SGC 05120/15 5th ed.FBC REV
NuripuM Dm-ib';
w: n7_ GENERAL NOTES&ELEVATION J ROSOWSKI
PROVEWIOWL ARCHTOPPROVtMOREL RADIUSTOPEOUALL116
EQUAL DIF S TA 1 1070 TECHNOLOGY DRIVE 17U*.* to.
-OF
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
N NOKOMIS;FL 34274 serlsslAkdak Scale: 9 Mo.
A'L'4.M'L P. CERT. OF AUTH. J29296 SH-200 NTS 1 OF 8 -SH200-0 I
TABLE 1: TABLE 2:
2 Monolithic Glass Types PRODUCT REVISED
Maximum Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame semaply4ig,Qhthe Florida
Window Sash Haight A 1/8"Annealed pullding Gad,
(see Figura A,this sheet) Maximum Window Width' Accop""',No
Height B 1/8"Tampered B pir li noon
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-118" C 3116"Annealed
23" 11-9118"(Equal Like} +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55A I -90.0 +55.0 -90.0 +55.4 -90.0 +55.4 -90A p 3116"Tempered Miami oda Product
under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 +65.0 -65,6 +55,0 -57.3 +50.2 -50.2 +44.8 -04.8 +39.9 -39.9 E 114'Annealed
37' 18-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -84,2 +55.0 -74.5 +55.0 -66.6 +55.0 X1,0 +55.0 -57.7 +55.0 -55.0 F 1/4"Tempared
oter 18-9/16" +55.0 -90.0 +56.0' -90.0 +55.0 -75.2 +55.0+ •85,6 +55.0 -57.3 +60.2 -50.2 +44.8= -44.8 +39.9 -39.9
under 15-7/9" +55.0 -90.0 +55.4 -87.1 +55.0 -73.4 +55.0 -63.8 +55.0 -58.8 +50.0 -50.0 +44,8 -44.8 +40.01 +10.0 co
TABLE 3:
15.7/8"thru 19-3/16"' +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +51.1 -51.1 +45.9{ -05.9 +41.3 -01.3 0
38 3/8 19-1/4"(Equal Lite) +55.0 •90.0 +55.0 -90.0 +65.0 -82.7 +55.0 -72.6 +55.0 -63.5 +65.0 .57.9 +64.2 -54.2 +51.5 51.6 Insulated Glass Types O o CD
oter 19-t!4" +55.0 -90.0 +55.0' -87.1 +66.0 -73.4 +55.0 -63.0 +55.0 -56.8 +50.0 50.0 +44.6 -44.8 +40.0 •d0.0 G 1/6"Annealed,1!4"Airspace,118"Annealed �i z N
under 19-9/16" +55.4 -81.fi +55.0 -72.3 +65.0 61,3 +554 55.3 +b0.5 50.5 +45,8 46.8 +42.0 42.0 +36.7 38.7 H 3118"Annealed,3/16"Airspace,1/8"Annealed -1 Q
19.9118"thru 22518"' +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +65.0 -64,3 +55.0 -56.9 +50.1 50.1 +44.8 -44.8 +40.0 40.0 I 118 Tempered,174 Airspace,1/8"Tempered a
45" J
22-9/16"(Equal Lite) +55.0 -90.0 +65 0 -90,0 +55.0 -78.8 +65.0 68.1 +66.0 56.5 +51.1 -51.1 +46.p -08.0 +41,4 41.4 J 3118"Tempered,3116"Airspace,116°Tempered LL! (u _}
oxer 22-9116" +65.0 -81.5 +55.0 l-72.3 +65.0 51.3 +55.0 55.3 +50.5 -50.5 +45.61 45.8 +42.0 •42.0 +38,7 -38.7 z Z � 00
under 20-1/8' +55.01 -71.8 +55A -62.8 +55.0 -56.4 +50.3 -50,3 +45.9; -05.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 � u'
x = � O
20.1/8"thm 24-1/2"3 +65.0 •90.0 +55.0 -82.5 +55.0 59.5 +55.0 -61.6 +55.0 -55.4 +49.3 -09.3 +44.6 -44.8 +40.0 -40.0 U U N
49' FIGURE A:SASH �• �y
24-9116"(Equal Lite) +55.0 -90.0 +55.D -90.0 +55.0 -76.4 +65.0 -66.5 +55.0 •57.6 +50.4 50.4 +45.0 45.0 +40.1 110.1 GROSSSECTtON H Q •q O Q (a
(WITH MONOLITHIC Z W (]
oter24-9!161 +65.0 -71.6 +55.0 -62.8 +65.0 -55.4 +50.3 50.3 +45.9 •45.9 +41.7 41.7 +38.9 -38.9 +36.2 -36.2 GLASS) Q' Z y-.
under 20-13/16" +55.0 •87.8 +55.0 -59.9 +53.3 -53.3 +48.5 •48.5 +44.1 -04.1 +40.2 -00.2 +37.6 -37.6 +34.8 -34.8 T � � U § �Z
11/18" +6 O20-13/16"thru 24. 44u�l Q
24-314"(Equal Lite) +55.0 -90.0 +65.0 -90.0 +55.0 -75.4 +55.0 55.7 +55.0 -57.4 +50.3 -50.3 +44.9 -44.9 +39.9 -39.9 �i Q r 4 X o
ater24-3/4" +56,0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.5 48.5 +44.1 -04.1 +40.2 -00.2 +37.6 -37.6 +34.8 -34.8 Z S ,;N
under 24-15/16" +55.0 -56.0 +43,8 43.8 +41.9 •41.9 +39.1 -39.1 +36.0 1 -36.0 +32.6 -32.6 +30.0 -30.0 +27.8 -27.6 �I y U J =
61" 24.15/16"thru 30.5/8"' +55.0 -75.0 +65.0 58.0 +55.0 57.4 +51.9 -51.9 +47.4 -47.4 +43.2 -43.2 +39.9 39.9 +37.3 37.3 VISIBLE LIGHT �I SASH o $$U U O
30.9116"(Equal Lite) +55,0 -67.9 +55.0 -75.8 +55.0 56,6 +65.0 -59.7 +53.6 -53.6 +48.7 48.7 +43.9 -43.9 +39.9 -39.9 HEIGHT I HEIGHT U d
alar 30.9116" +55.0 57.8 +55.0! 59.9 +53.3 53.3 +48.5, -48.5 +44.1 •44.1 +40.2! -04.2 +37.6 -37.8 +34.8 -34.8 SASH HEIGHT-3.9/16' Ij 8
under 26-3/4 +54.7 -54,7 +41.2 41.2 +40.3 -40,3 +37.8 -37.8 +34,6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5
25-314"thru 31-518"' +55.0 -72.0 +65.0 53.2 +55.0 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 -01.9 +39.0 -39.0 +36.3 -36.3 N
63" 31-9116"{Equal Lite) +55.0 -83.9 +55.01 71.7 +55.0 •b4.8 +55.0 -58.2 +52,4 -52,4 +47.9 -07.9 +43.3; -4373 +39.71--39.7
oter 31-9116" +55.4 57.8 +55.0 -59.9 +63.3 53.3 +48.61 48.5 +44.11 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34.8 I = $
under 20-3 +53.3 -63.3 +39.7 -39.7 +39.1 -39.1 +38.7 -36,7 +33.q, -33.4 +30.3 30.3 +28,0 -28.0 +25,8 -26.8 1 a §
73" 29-314"thru 36-5/8"' +55.0 -61,0 +52.0 52.0 +48.2 -48.2 +44.0 1W.0 +40.1 -40.1 +37,0 -37.0 +34.1 -34.1 +31.4 -31.4 jC c z z
36-9116"(Equal Lila) +55.0 -68.3 +55.0 -56.3 +52.1 -52.1 +51.5' -51.5 +47.0 -47.0 +42.7 -42.7 +39.6 -39.6 +37.0 -37.0 �
oter36-9116" +65.0 87.8 +55.0 -56.3 +52.1 -52. +48..5 48.5 +44.1 +14.1 +40.2 -40,2 +37.6 -37.6 +34.8 -34.8
.under 3314 +53.3 -53.3 +39.7 59.7 +39.1 39.1 +367 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -20.0 +26.8 -26.8
4 + 178" 31-3/4"thru 39"' +66.0 58,3 +46.0 -0B4O +45.25.2 42 -01.2 +37.9 -37.9 31.7 +29.6 -29.6
4 7 7 9
�l;(t t t t t l 2ljl 9r�r r Nr•r
NOTES
,
UI
39-1/16"(Equal Lite) +55.0 -62.5 +50.8 -50.8 6.3 .16.352' -45.2 +44.2 14.2 +4 -34.9
p
t 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/a"
11p4o-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract V. ANNEALED GLASS(TYPE A). p•,44
x Oterail sash height.For clear daylight height,subtract 3-9/16". tw o';�g
a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH _ ;y oq j( a J• +4
Size range includes the standard Pro-View(3•oter-2 configuration)for the ghen W(ndow Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE.
For oterait sash width,subtract 2-15116"from the buck dimension. 7
„IIf111,�
l
TABLE 4: TABLE 2:
PROOl1Cr ftEVI6ED
Monolithic Glass Types ns utmpiyrng wish the plmids
Maximum Design Pressure(lbslfe)for Glass Type B-J, Fin&Flange Frame neddingCudc 22
Window Sash Height? A 1/8"Annealed Acceptmtce Nu
t (see Figure A,this sheet) Maximum Window Width' Expirai on nate
Height B 1/8"Tempered
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed BY
Miami a&Product Cmt
23" 11-9116"(Equal Lite) +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 -90.0 D 3116"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
3T' 18-9118"(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 114"Tempered
oter 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
under 16-7/8" +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 +55.0 438.5 TABLE 3: `-
15-7/8"thru 19-3116"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 -78.8 +55.0 -71.2 Insulated Glass Types O O 9i
38-318" +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -76.8 +55.0 -71.2
CD
19-114"(Equal Lite) 0 Z N
G 1/8"Annealed,114"Airspace,118"Annealed �O
oter 19-114" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -81.8 +55.0 -75.0 +55.0 SB.5 �
H 3116"Annealed,3118"Airspace,1/8"Annealed �� � O
under 19-9/16' +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 ;59.7 H
I 1/8"Tempered,114"Airspace,1/8"Tempered g 0
19-9/16"thio 22-5/8111 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -69.1 +55.0 I -70.5 +55.0 -70.0 +55.0
46 J 3116"Tempered,3/16"Airspace,1/8"Tempered W W
22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9D.0 +56.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 -83.0 %. (
co
oter 22-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 Q Q in LL
under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 X2.6 +55.0 -57.7 2 2 Z - O
20-118"thru 24-1/2',3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH U U -� � M
49 CROSS SECTION O O to O
24-9/16"(Equal Lite) +55.0 -00.0 +55,0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +65,0 -65.9 +55.0 -59.1 (WITH I.G.GLASS) Z Z Uj Z
o%er 24-9116" +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 +56.0 57.7
under20-13116" +55.0' -90.0 +65.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -07.3 +55.0 -61.9 +55.0 -56.8 r`- to � 3 Z
I I LLI
(�
50518" 2013116"thru 24-11/16'3 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 83.2 +55,0 -72.7 155.0 64.5 +55.0 -57.8 jil jI N Z
24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -63.2 +55.0 -72,7 +55.0 -64.5 +55.0 -57.8 iii II O p i1 2 0
over 24-314" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 -56.8 jI j Z ldJ N
under 24-15116" +55.0 -87.9 +55.0 75.6 +55.0 435.7 +55.0 -62.3 +55.0 -60.0 +55.0 -56.5 +53.2 -53.2 +49.6 -49.6 jli it 'A O - �
61" 24-15/16"thru 3D-5/6i 3 +55.0 -87.9 t55.0 -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 IjI Ij HEIGHT U) W Z t
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 85.5 +55.0 -57.5 +51.1 51.1 HEIGHT I I oc a CI (q a
oter30-9/16" +55.0 -87.9 +55.0 -75.8 +55.0, -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 -57.5 +51.1 -51.1 SASH HEIGHT-3-9/16• jj jI
N
under 25-3/4" +55.0 -83.9 +55.0 71.7 +55.0 -62.0 +55.0 -59.9 +55.0 -57.8 +54.5 •54.5 +51.3 -51.3 +48.3 -08.3NON N
25-3/4"thru 31-5/8,'3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +65.0 -69.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 IIII II in
63" 31-9116"(Equal Life) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -89.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2
over31-9118" +55.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 li II f� d c
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 n a z
29-3J4"thru 36-518"'
+55.0 -88.3 +55.0 58.3 +52.1 52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +46.4 -48.4
73"
36-9116"(Equal Lite) +55,0 58.3 +55.0 56.3 +52.1 I -52,1 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.5 -51.5 +46.4 46.4
oter 36-9116" +55.0 -68.3 +55.0 56.3 +52.1 -521 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 46.4 \\\\`�
under 31-3/4" +55.0 -62.5 +50.8 -50.8 +46.3 -46.3 +45.2 45.2 +45,0 -05.0 +45.0 45.0 +45.0 x35.0 +45.0 45.0 �� K ,..••••..,
78" 31-3/4"thru 39"3 +55.0 82.5 +50.8 -50.8 +46.3 -06.3 +45.2 -45.2 +45.0 -45.0 +45,0 -45.0 +45.0 -05.0 +45.0 -05.0 NOTES `�e �V�' a
39-1/18"(Equal Lite) +55,0 -02.5 1+50.8 -50.8 +46,3 46.3 +45.2 -05.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 -05.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ Z o o'.-A.=-g
TYPES B-J.NOT APPLICABLE WITH 1/B-ANNEALED GLASS(TYPE A). _z:Co
1 Tip-to-lip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". - Y:W Z W
2 Oiersll sash height.For clear daylight halght,subtract 3-9/18". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR rq i i
HEIGHT DIMENSION SHOWN ON THE TABLE. 7,•.• r7`
3 Size range Includes the standard Pro-View(3-oter-2 configuration)for the giten Window Height. ;Gpy•, ��; Q
For oterall sash width,subtract 2-16/16"from the buck dimension. %���)y'*I j i.
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
-- PERANCHOR PER ANCHOR TYP.ANGHOR
OPTIONAL ADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT
INSTALLATION FLANGE Q HEAD, 3 TYPE EMBEDMENT AND
OPTION i SILL 8 JAMBS EDGE DISTANCE
1PER SUBSTRATE,
CURVED HEADER /4'MAX 41 27
- -- EDGE SHIM 12 61 i0 SEE TABLE S.
INSTALLATION INTO WOAD DISTANCE O THIS SHEET.
2X,SEE NOTE 2,THIS SHEET. ^— � ��--�� DISTANCE
EMBEDMENT ��'� -----
-
�— TYP.ANCHOR -
TYPE, 36 EMBEDMENT
1114•MAX114'� EMBEDMENT EDGE
SHIM MAX AND EDGE — ----- - Df CE
SHIM DISTANCE PER
TYP.ANCHOR TYPE, 24 -
3 Ii
EMBEDMENT AND II SUBSTRATE.
TABLE 6,
1.465• I) EDGE DISTANCE II 1 32
1 I PER SUBSTRATE. II 43 s4 EXTERIOR INSTALLATION
SEE TABLE 5,THIS j INSTALLATION THIS SHEET.
!� as SHEET. OPTION 1 INSTALLATION OPTION 3
VISIBLEII — VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHTI STRAIGHT HEADER OPTION 2 THROUGH 1X BUCKSTRIP
HEIGHT II 61 INSTALLATION ONTO INSTALLATION BUCK WIDTH
II WOOD 2X.NO ANCHORS ANCHORS DIRECTLY -- TIP-TO-TIP WIDTH INTO MASONRY.
1i 30 REQUIRED AT HEADER. INTO MASONRY.
4 HORIZONTAL SECTION A A
4 29 EGRESS FORMULAS
}+— 1/4'MAX.SHIM TABLE 6:
#12 STEEL —� I (EQUAL-LITE)
41 - - Anchor Min. Min.
SELF-DRILLING Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(G5),SEE- HEIGHT!TIP-TO-TIP WIDTH12-6-6116"
2,751• 9 >'�
TABLES,THiS A 1/4'410 SS CreteF)ax Un9rouled CMU,(ASTM C•00) 1-314' 1.1/4'
SHEET ---, P.T.Southern Pine(SG=.55) 9/10" 1-318"
BUCK —� _ _ VISIBLE LIGHT FORMULAS
HEIGHT EXTERIOR USE EITHER - #t2 Steel SMS Aluminum,6083-T$min. 318" 1/8"
LATCH(#20)OR INSTALLATION tECIUAL-L)TE)
BOTTOM LOCK' OPTION 4 Screw(GS) Steel Stud,Gr.33 min. 3/e' 0.0346(20 Ge)• WIDTH(SASH):TIP-TO-TIP WIDTH-5.1116"
TIP-TO-TIP --32 (#11).TESTED INSTALLATION r B A36 Steel 318` 118" WIDTH(FIXED);TIP-TO-TIP TIP W{OTH-4'
HEIGHT 11� UNIT LOCATION: ANCHORS P.T.Southam Pine(SG=.55) 1. 1-318, HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16'y2
( 35 - ( �j I� 6-518"FROM DIRECTLY INTO
64 VENT END. METAL. 1/4"410 SS CreleFlex Concrete(min.3.35 ksl) P T
�I I Ungrouted CMU,(ASTM G9D) 1.314' 1-114'
VISIBLE I i 7 3 P.T.Southern Pine(SG=,65 1• 1.318"
LIGH
HEIGHTT
!Ii EI 34 DADE APPROVED MULLION, C 114"Steel Ultrecon Concrete(min.2.0 ksi) 1" 1-3/8"
rj t ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmuted CMU,(ASTM C•90) 2-11Y 1-114"
11
(I Ij STEEL STUD.SEE SUBSTRATEn •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
If �{ PROPERTIES,TABLE S,THIS SHEET. V'
NOTES
43 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 C-
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERcD 1X INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1C2'THICK OR GREATER.IX AND 2X BUCKS YfiODUCT RGVISEU
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 m complying wkhthe Florida,
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. Building Codo
/11111111 Acceptance No
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOPa'mtlon Date �)
~`. ---- REFERRED TO AS DAYLIGHT OPENING)IS ����OS4Y!:Y"N 49/ ''ii Revuad t7y. paw: Rw(Non:
MEASURED FROM BEADING TO BEADING. `� 'C��.•'t\GENS .(�F �� 10/10/11 2014 UPDATE Miaml adc Product Cannot ,1
--- T 1/4"MAX SHIM
Ravleed W. Dote: flevleton:
NOANCHORS .� No,10705 SC 85/20/15 TABLE 5
REQUIRED IN ' - o CONCRETE PER -
-T�nFLANGE g Drawn B
Nwiptlorn y:
FRAME SILL °' ,• REQUIREMENT � .'•, (S, w FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
• %�}t�•,• F TEO 1070 TECHNOLOGY DRIVE 7rtle: Dole:
oRt...... G` N.P.O. B, FL 29 SINGLE HUNG WINDOW INSTALLATION 05/11/11
r4 1 .D. Bax 1529
VERTICAL SECTION B-BI III , NOKOMIS; FL 34274
i I1 111 Sertea/Madel: Saab: Sheaf: proeln0 No. [Rev.
A.LYNN MC`tER,P.E. CERT. OF AM. X2920$ SH-200 NTS 4 OF 8 MD-SH2O0-01 B
REM 5706
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,,\kLYNARevised B�- Date.' Revision: Dm-B,'
F
pro ,
JJ 10/10/11 NO CHANGE J ROSOWSKI
Rgvj"d Bl, Dote: R.Wslm Brenn Dote: r
SC 05/20116 NO CHANGE 05/11/11 b 5;0*;e
N0.58705
Description:
ANCHOR SPACING
STATE OF 1070 TECHNOLOGY DRIVE role:
PENILE. FL 34275
qR K P. O. BOX 1529
NSINGLE HUNG WINDOW INSTALLATION
_
NOKOWS;FE 34274 -se—/mochIp scale. Sheetr
D
IT. OF AUrH. J2929! SH-200 NTS 6 OF 8 jMZ-S`H*
M200-01j B
PRODUCT REV ISI:D
m-.,plying ivilli We Flmdde
Building Code
Acceplwice No 11, QZS .22
6
ANGLED/CURVED ANGLED/CURVED Hx*mlion Dell 14p
zti FRAME FRAME BY
ASSEMBLY 90°CORNER ASSEMBLYFME
n�ieuli �` `�uc14
90°CORNER AS EMBLY
FRAME ft
ASSEMBLY B Lo
m
O yx 9
21 21 0 8 0 O
J Z N
VWEEP'WEEPj� Q O _
NO CH® EACH ENO
I \ NO CHS 1 50 51 Lu C Q
EACH END / �l \` W W J
LJ 5 Z Z U) U.
a a g O
50 51 FLSHOWN. IN L) V O O r
50 51 MITERED FRAME SHOWN,FIN c aRi
�r WITH FRAME MITERED FRAME FRAME SIMILAR q
WELDS AT WITH FRAME_, •d
SCREW BOSSES WELDS AT Ri Z Z J o U)
SCREW BOSSES m Z (—
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) C9 Z
FRAME TO MEETING RAIL N Q Z
FLANGE FRAME CORNERS FIN FRAME CORNERS o o s N
0
C7
U)
0 �Z
112"NOM. _ 112'NOM
GLASS STACK GLASS STACK
1/4"AIRSPACE — 3116'AIRSPACE ® N n
118'ANNEALED OR _ 3116'ANNEALED OR __ tl8`ANNEALED OR 3116'ANNEALED OR �N N c+
TEMPERED GLASS TEMPERED GLASS —� 114'ANNEALED OR —
---.-I r TEMPERED GLASS I TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS 116'ANNEALED OR
TEMPERED GLASS TEMPERED GLASS X F
I 60 II 81 Ij 62 IF Bg II I1 64 _i�'ai a
40 141 I 42 II 43 �I �I 43 11 II 61 o
3/8'N0 jl V� 316'NOM. 111 318'NOM. II 3/8'N0� jl II 318'NOM. it �I o�a= b�
GLASS BITE II GLASS BITE I�I� GLASS BRE III GLASS BITE II II GLASS BITE I I o �+
36 36
36 38 36 33 32
\��1111t 11+1111
i
��;• X060. >� a
_ -.
1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL
GLASS TYPES A,&B GLASS TYPES 0&D GLASS TYPES E&F GLASS TYPES G 81 GLASS TYPES H&J y iy 6
_ W
. �j'•.Vij
Item PGT PGT Part# Description
# Dwg.# 2.000-
1 2703E 62703EW Flange Frame Head
2 27518 62751 BW Flange Frame SIII --2.000• .962"
- .050"
F38-'
3 2781 62781W Flange Frame Jamb .062 soo° .062• 1.125"
4 2713 62713BW Integral Fin Frame Head 2.600 2.000" � .oso•
050•
5 2714E 62714EW Integral Fin Frame Sill 1 .
6 2782 62782W Integral Fin Frame Jamb 669• ^_ soo"I.- .062' _J
7 2706 62706DW Sash Bottom Rail .050• 062' .669•
.082' 062•
8 2707 02707GW Sash Top Rail soo .062' os2 I1 L
.oso• .062• --^II'�---
9 2739 82739W Fixed Meeting Rail O FLANGE FRAME HEAD r .050'
10 2709 62709CW Sash Side Rail 6063-T6 ALUMINUM I 2.056'
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 6083-T5 ALUMINUM
12 2785 62785W Sash Slop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 s7s
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.°58° -- 3.225'
22 1270 7PA0118 Open Cell Foam Pad 050' 1.125' .050. 1'587
as0'
23 2772 72772SHK lFixed Meeting Rail Plug Gasket,Rigid PVC �----- � - .oez•
1.807, t.
24 4066 64066G Wstp.,187 X.230 Fin Seal 2.000 __ 082e9e T
25 2784 72784W Sash Side Rall Gasket,Palyethelyne 875 oso 1 1.229" 050• I
.050' 062' ---m ADDON FLANGE
28 1078 7121 UM Balance Take-out Clip 1.125" 1
.976' 082' ,--� 13 6063-T6 ALUMINUM
27 Varies per Size Balance �-- .050• --.1 os2'
28 2711 4280OW Sash Cam,Nylon ►� .926' f�
29 1096 71096W Sweep Latch,Zinc 2.066" .050• �0
30 1016 7858WW #8 X.825 Ph.FI.SMS Latch Screws O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB0 SASH BOTTOM RAIL O SASH TOP RAIL
6063-T6ALUMINUM 0003-T6 ALUMINUM 6063-TOALUMINUM 6083-T6 ALUMINUM
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM
32 6DURAK316 Duraseai-3/16" -►I I-- .D6z
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring .062• --
865'
35 Screen Cloth,Fiberglass 1.682• t.tar
36 Dow Coming 899 Silicone Glazing Sealant .062• .050• I _ D3s° 626•
i 874'
40 1625 616258 Glass Bead(1/8"Glass)
41 2719 62719B Glass Bead(3/16"Glass) --j ers F+-1.010* OB2• 1.167'
42 1263 612638 Glass Bead(1/4"Glass) O 10 FIXED MEETING RAIL SASH SIDE RAIL it SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCTREVISED
43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6083-T5ALUMINUM 806376 ALUMINUM 6063-T5 ALUMINUM os complying with the Florida
Building Code
50 781 PQA #8 X 1"QUAD Pn SMS Aacepinnca No 1 -d
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 1 t t I I i+++ Bxpi�DAWIAtti
52 1184 781 LHPQA #8-15 x 1 LH Twintast Screw ZJnD \���C LYNN..741% , Rev7aed By: sale: Revision: rly
•t�••''1GENSF''•.F•Q JJ 10/10/11 NO CHANGE
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) Q�;
Rav+aed By- Dote: Ravroton:
54 7BXIPFTFUA #8 X1"Ph FI u/cut SMS ;' No.58705 SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X 1"Ph FI-Stainless Steel ® Desalplkn: Oronn By:
60 118"Annealed or Tempered Glass =ro'.C( �� _
61 3/1s"Annealed or Tempered Glass ; O. I W� BOM&PART DETAILS J ROSOWSKI
TE�F�
62 1/4"Annealed or Tempered Glass :r F�oRIOI'- C���� 1 N.VENICE.B4O 1 342�ME Title:
°ale:
63 1/8"-1/4"Air-1/8"An.or Temp,I.G. NAIN KOMIS�FL134274 SINGLE HUNG WINDOW INSTALLATION Ra. 05/11R1v1
64 1/8"-3116"Air-3116"An.or Temp.I.G. A.LYNN s11LL�R,P.E. CERT. OF AUT:. #29296 SH-200 NTS 8 OF 8 MD-S H2O0-01 B
P.E.p 56705