HomeMy WebLinkAboutProduct Approval R E C E I V r_7 D J U IN 2 i 701T.L(Cb1(COUNTY BUIILDDPO G DIVISION
REVIEWED FOR VLL4INCE
REVII;WISD BY
MIAMI•DADE DATE I IVIAMI-DADECOUNTY
Min ]PLANS ANIN PERMIT 1V1diS7 BE h7-Fik&' J 'CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECt &,&jW (V'BE MADE. 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidadLgov/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 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:
one:DESCRIPTION: Series'SIi QO"AT minute ingl : ung Linda"'— .I.
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,signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number .preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA 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
MIAMI•DADE COUNTY ' 5 Expiration Date: September 01,2016
713 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 Installatiqp7 sheets 1
through 8 of 8, dated 05111/11 with revision B dated 05120/15,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 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 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'b 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.
L rvfiuueVF*ez,P.E.
Product Contro'l-lxaminer
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 52-1/B'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1I0'BUCK WIDTH _ 49-1/8'
3)FOR MASONRY APPLICATIONS IN MIAMI COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 49-118' 1 VISIBLE LIGHT
REQUIRED W VISIBLE LIGHT
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE 9'MAX.
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 6 86,SHEET 4&5. FRAME HEAD _ ._� 3• — J—
ANCHORS.
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'
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS 8'MAX.FROM �— --——--'—�'—' VISIBLE L,_ ._._._._ _ _ __ 35-t12'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.W000 BUCK DESIGN CENTER OF 1 Y7' LIGHT �_ t VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING I MAX.O.C. 78' ^/ I I LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL TIP-TO 8'MAX.O.C.
TIP
HEIGHT
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4 8 5.NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING -- -----__- --- _ 77, - ---
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK i
OF THESE INSTRUCTIONS. HEIGHT / ...JJJT 77'
B'MAX.FROM I _._ / ._ BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF_ —} HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING I /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. RAIL / 23'
1 MAX.O.C.
7)DESIGN PRESSURES: 1 - -A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM — --
E1300. }T L•--►D
9'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME J '—"�B NO ANCHORS REQUIRED 3•MAX
ANALYSIS AND GLASS PER ASTM El 300. MAX. IN FLANGE FRAME SILL —°—I I+— 6'MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 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 FOR THE 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-8470;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
4001 SERIES(FIN FRAME).
GENERAL NOTES........................1
ELEVATIONS................................1
DESIGN PRESSURE RATING 7NOTRATEDFC�R
T RATINDESIGN PRESSURES............2&3
VARIES, INSTALLATION,FLANGE.............4
SEE SHEETS 2&3 IESISTAINSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THEANCHOR QUANTITIES.................B
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS.......................7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................a
PARTS LIST...................................8
��— WIDTH YI I+ WIDTH
--------- ('-----. ..
---� PRODUCT REVISED
� Ba complBuilding
Cng od.j the Florida
/ Building Coda �5',*2g./��
AccepL•wce No
\� AA Redaod By: Data: Rovlslon: Bz'recon Dato )
\\��oN(LYNN. JJ., 10/10/11 2010 FBC NOTE y
HEIGHT — HEIGHT i1• 10ENS�'/'•F'P Miam' dde Product tml
` tea.•', V Ravlaed 8y: Dote: Rarlalon:
58705 ` SGC 05/20/15 5th ed.FBC REV
a � Deecr/pUan:
= G( GENERAL NOTES&ELEVATION J ROSOWSKI
---- - - - -- -- l �A 10 1 ,•' 1070 TECHNOLOGY DRIVE TWO:
EOUALLRF PROVIEW/ORIEL ARCHTOPPROVIEW/ORIEL RAOIUSTOPEOUALLRE /i�.C�•''•.,RLORIOP•'•• ��` N. VENICE, FL 34275
%�F�ps�••• •• �1��� p,0. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11111
r ` UNA- NOKOMIS:FL 34274 SeA°e/Modal: Style: Shael: D-1.9 No. R°
rAll:>'tSN l.11LL�IZ`P.E. CERT. OF AM. J29296 SH-200 NTS 1 OF 8 MD-SH200-01
P.E.N 58705
TABLE 1: TABLE 2:
2 Monolithic Glass Types PRODUCT REVISED
Maximum a Design Pressure(lbslft)for Glass Type A Fin&Flange Frame ;,s�,,,,,I i, tvilh tho Florida
Window Sash Height P r,s
1 (see Figure A.this sheet A 118"Annealed Aucw Code
Height 0 ) Maximum Window Width' B 1/8"Tempered 6Mr,��.-
0
plr��"n Oro "o� -�
19-1/8" 26-112 33" 37" 41" 45" 49" 53-1/8" C 3/16"Annealed
23" 11-9/16"(Equal Lite} +55.0 -90.0 +55.0 -90.II +55.0 -90.0 +65.0, -90.0 +55.01 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0! ..90,0 3116"TemperedadsProdaer
under 18-9116" +55.0 -90,0 +55.0 -90.0 +55.0 -76.2 +65.0 -65.6 +55.0 -57.3 +50,2 -50.2 +44,8 44.8 +39.9 .-39.9 E 1/4"Annealed
37' 18-9118"(Equal Lite) +65.0 -90.o +55.01 50.0 +55.0 -84.2 +55.0 -74.5 +55.0 -66.5 +55.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 1hC Tempered
owr 18-9116" +55.0 -90.0 +55.0' -90.0 +55.0 -76.2 +55.0 55.6 +55.0 -57.3 +60.2 -50.2 +44.8 44.8 +39.9 -39.9 rb
under 15-7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 i -63.8 +55.0 -56.8 +50.0 -50.0 +44,8 -44.8 +40,0 -40.0 1:0 r
15-718"thru 19-311s + TABLE 3:
. . +55.0 -90,D +55.0 -78.7 +55,0 -68.0 +55.0 -58.5 +511 -51.1 +45.9 -45.9 +41.3 41.3 Insulated Glass Types 363/6° O x-
q19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +56.0 -63.5 +55.0 -57.9 +64,2 -64.2 +51.5 -51.5 _
o O
oler 19-114" +65.0 -90.0 +55.0 -87,1 +65.0 -73.4 +55.0 -63.8 +55.0 -56.8 +50.0 -50.0 +44.8 -44.8 +40.0 40.0 G 1/8"Annealed,114"Airspace,1/8"Annealed O Z N
under 19-9116 +55.0 -K6 +55.0 -72.3 +55.0 .61.3 +55.0 55.3 +50.5 50.5 +45.11 45.8 +42.0 -42.0 +38.7 -38.7 H 3118"Annealed,8116"Airspace,116"Annealed O Z
19.9/16"thru 22-518"3 +55.0 -90.0 +55.0, -87.9 +55.0 -74.0 +b5.p 84.3 +55.0 -56.9 +60.1 -50.1 +44.8 -44.8 +40.0 40.0 l 118"Tempered,1/4"Airspace,118"Tempered b
45"
22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -76.8 +55.0 68.1 +56.0 -58.5 +5i.1 -51.1 +46.0 -46.0 +41.4 -41.4 J 3118"Tempered,3/1fi"Airspace,i/8"Tempered LLI Lu �� c
over 22-9/16" +65.0 -81.5 +55.0 72.3 +55.0 51.3 +55.0 -55.3 +50.5' -50.5 + 54 5 45.8 +42.0 -42.0 +38.7 -38.7 Z 1-- c0
LL
under 20-118" +55.01 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 4 -36.9 +38-2 -36.2 Z Z O
49" 20.1/8 thru 24-1/2"3 +55.0 -90,0 +55.0 -82.5 +55.0 -69,5 +55.0 -61.6 +55.0 -55.4 +49.3 -49.3 +44.6 -44.6 +40.0 -40.0 FIGURE A:SASH s U U N
24-9116"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 •57.8 +50.4 -50.4 +46.0 -45.0 +40.1 .40.1 CROSS SECTION Q Q <
(WITH MONOLITHIC Z Z (y1
aver 24-9118" +55.0 -71.6 +65.0 -62.8 +55.0 -55.4 +50.3 r -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 GLASS) U)
under2013l16" +55.0 -67.8 +65.0 -59.9 +53.3 -53.3 +48.5 -08.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34,6' -34.8e =3Z
20.13/16"thru 24-11/16"3 +55.0 -69.6 +65.0 -80.3 +65.0 •67.7 +55A -60.6 +54.2 •54.2 +49.0 -49.0 +44.2 -44.2 +40.0 -40.0 JII � to Ur
50 518" O
I OuJ
24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -75.4 +55,0 -65.7 +55.0 -57.4 +50.3 -50.3 +44.9, -44.9 +39.9 -39.9 �i N Z
over 24-3141 +55.0 -87.8 +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
under24.15/16" +55.0 -56.0- +43.8 -03,8 +41.9 -41.9 +39.1 -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.8 -27.6 I �I 0 (� J
24-16/16"thru 30.518"3 +55.0 f-76.0 +65.0' -66.0 +55.0 57.4 +51.9 -51.9 +47.4 -47.4 +43.2 -43.2 +39.0 -39.9 +37.3 -37.3 j SASH -� () Cn 0 U)
61" I VISIBLE LIGHT 1
30-9/i8"(Equal Lite) +55.p 57.8 +55.0 -75.6 +55.0 56.6 +55.0 -59.7 +53.5 -53.b +48.7 -08.7 +43.9 43.9 +39.9 -39,9 HEIGHT �E HEIGHT 3 (n WCC rZ
ober 30-9116" +55.0 -67.8 +65.0! 59.9 +53.3 53.3 +48.6 -08.5 +44.1 -44.1 +40.2 -40.2 +37-6! -37.6 +34.8 -34.8 SASH HEIGHT-3.9/16" l) tR
under 25-314" +54.7 -54.7 +41.2 •41.2 +40.3 -00,3 +37.8 -37.8 +34,6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5
83" 25-3/4"thru 31-5/8"3 +55.0 -72.0 +66.0 -63.2 +55.0 55.7 +50.5 -50.5 +48.1 46.1 +41.9 41.9 +39.0 -39.0 +36.3 -36.3 m p
31-9116"(Equal Lite) +55.0 -83.9 +55.01 -71.7 +55.0 -64.8 +55.0 58.2 +52.4 -52.4 +47.9 .47.9 +43.3 -43.3 +39.7 -39.7 `I o a!
over 31-9118" +55.0 57.8 +55.0 -59.9 +53.3 -53.3 +48.5, -48.5 +44.1 -44.1 +40.2! 40.2 +37.6 -37.6 +34.8 54.8 { a �•�
under 29-314" +53.3 -53,3 +39.7 -39,7 +39.1 -39.1 +36.7 -36.7 +33.41 -33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -25.8 o�
73" 29-314"thru 36-5/8i 3 +55.0 51.0 +52.0 52.0 +48.2 -48.2 +44.0 -44.0 +40.1 -40.1 +37.0 -37.0 +34.1 -34.1 +31A -31.4 j{ i Z
36-9116"(Equal Lite) +55.0 -68.3 +55.0 56.3 +52.1 52A +61.5' 51.5 +47.0 -47.0 +42.7 -42.7 +39.6 -39.6 +37.0 -37.0
+55.087. + 50, 7 . 44toier36-9118" 5 +40.2 40.2 +37.6 -37.6 +34.8 -34,8
under 31/4" +53.3 -53.3 +39.7 -39.7 +39.1 -30.1 +36. -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +26.8 -26.8
78" 31.3/4"thru 39"3 +56.0 -58,3 +46.0 -08.0 +45.2 -45.2 +41. •412
t t1 t i I I I r I i i
+37.9 -37.9 +34.8 -34.8 +31.7 -31.7 +29.5 -29.6
39-1/16"(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 34.8 NOTES w
t 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 119" p�'v�.,,
Tip to-tlp dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". . w d'• ��
ANNEALED GLASS{TYPE A}. ; 01,•
9 Owrall sash height.For clear daylight height,subtract 3.9118". = m o .'-ZE•J#
3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH r;'U m Xvwa O: gSize range includes the standard Pn}View(3•over-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. •"
For owratl sash width,subtract 2-15/16"from the buck dimension. 6 fi
TABLE 4: TABLE 2:
PIiODUC!REVI66D
Maximum Design Pressure(lbsKe)for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types ascmn's Cod wYhl.Florida
nucepta Cede .An
Window Sash Height 2 A 118"Annealed Acceptance No L-L
r (see Figure A,this sheet Maximum Window Width' Expiaai an Del`
Height 9 ) B 118"Tempered
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-1/8" 3116"Annealed By
Mimni adc ProductCca
23" 11-9/16"(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 -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 +55.01 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed
3T' 18-8/16"(Equal Llte) +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
over 18-9116" +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
under 15-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -88.6 +55.0 -81.8 +55.0 -75.0 +55.0 •88.5
TABLE 3:
38-WIT' 15-7/8"that 19-3/16"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 Insulated Glass Types O a O 9,
19-114"(Equal Lite) +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 U CD
G 1/B"Annealed,1/4"Airspace,118"Annealed O Z C3
over 19-114" +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 58.5 ll'
H 3/16"Annealed,3/16"Airspace,1/8"Annealed O
under 19-9118" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 I -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 ;59.7 1 118"Tempered,1/4"Airspace,1!8"Tempered '
19-9/16"thru 22-518"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +56.0 -78.5 +55.0 -70.0 +55.0 $
45" J 3/16"Tempered,3/16"Airspace,1/8"Tempered W W -I
22-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9010 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 -83.0
over 22-9/18" +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 88.3 +55.0 -59.7 U) LL
Q Q V-
under 20-1/8" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.6 +55.0 -75.7 +55.0 59.2 +55.0 52.8 +55.0 -57.1 2 2 Z L O
20-11&'thru 24-112"3 +65.0 -90.0" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +56.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH U U O I M
49 CROSS SECTION O O
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 +65.0 -85.9 +55.0 -59.1 (WITH I.G.GLASS) Z Z WW Z U
over 24-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.6 +55.0 -75.7 +55.0 -89.2 +55.0 -62.8 +55.0 -57.7 of o "Z
LO
under 20-1131116" +65.0 -90.0 +65.0 -90.0 +55.0 -83.5 +55.0 -79.1 +65.0 -74.0 +55.D 57.3 +55.0 -81.0 +55.0 -56.8 `-
20-13/16"that 24-11116"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -83.2 +55.0 -72.7 +55.0 64.5 +55.0 -57.8 III jI N W Z
505/8" 24-3/4"(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 433.2 +55.0 -72.7 +55.01 -84.5 +55.0 -57.8 - �j II O Z 2 N
over 24-3/4" +� -90.0 +55.D -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 W as ,
under 24-15/18" +55.0 -87.9 +55.0 -75.6 +55.0 -85.7 +55.0 -62.3 +55.0 -60.0 +55.0 -58.5 +53.2 -53.2 +49.6 49.6 ill it k 0 J 2
SASH U V5
24-15!18"that 3D-518"3 +55.0 -07.9 +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 VISIBLE LIGHT jl it HEIGHT U Z
81 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 HEIGHT li l ae (A
over 30.9/16" +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-3-9116" ill Il
under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 -57.8 +54.5 -54.5 +51.3 -51.3 +48.3 -48.3 iII )I ® N°N N
25-3I4"that 31-5/8"3 +55.0 83.9 +55.0 -71.7 +55.0 59.4 +55,0 58.4 +55.0 69.4 +55.0 84.5 +55.0 -58.5 +50.2 -50.2
83" 31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 59.4 +55.0 -69.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 III II = x
over 31-9/i8" +55.0 -83.8 +55.0 -71.7 +55.0 •89.4 +55.0 •89.4 +55.0 -69.4 X ad
+55.0 84.5 +55.0 4 -58.5 +50.2 -50.2 Ill ll o
under 29-3/4" +55.0 -68.3 +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 -48.4 n Z a g
29-3/4"thru 36-518"' +55.0 -88.3 +55.0' -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.6 -51.5 +48.4 -0B,4
73"
36-9/16"(Equal Lite) +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 -46.4
over36-9116" +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 •46.4 \`\vvvvlllla��i,�
under 31-3/ +55.0 -82.5 +60.8 50.8 +48,3 -46.3 +45.2 45.2 +45,0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 �� j. ,...I-
2
N/�'.,
78" 31-3/4"thru 39"3 +55.0 52.5 +50.8 50.8 +48.3 40.3 +q5.2 X5.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 X15.0 NOTES '•.�'�` a
391/18"(Equal Lite) +55.0 52.5 +50.8 50.6 +48,3 46.3 +45.2 -05.2 +45.0 45.0 +45.0 -05.0 +45.0 -45.0 +45.0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ o'.
TYPES B-J.NOT APPLICABLE WITH 118-ANNEALED GLASS(TYPE A). m O• 71 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". = z• u•+ � -2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR:: J J o `�j -
Overall sash height.For clear daylight height,subtract 3-9/18". y V1N 0)Z a
HEIGHT DIMENSION SHOWN ON THE TABLE. •r•. c..j\
3 Size range Includes the standard Pro-VIew(3-0ver--2 configuration)for the given Window Height.
For overall sash width,subtract 2-15/16"from the buck dimension. W4, 0���`�
,,'''�jigV I I I P�to
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
"— PERANCHOR PERANCHOR
OPTIONALADDON 13 REQUIREMENT TYP.ANCHOR
INSTALLATION FLANGE @ HEAD, QUIREMENT REQUIREMENT TYPE.
OPTION 1 SILLS JAMBS -yt- 3 EMBEDMENT AND
CURVED HEADER I 1/4"MAX 41 27 EDGE DISTANCE
SHIM PER SUBSTRATE,
INSTALLATION INTO WOOD -� =..- EDGE j ` 12 61 10 SEE TABLE S.
2X,SEE NOTE 2,THIS SHEET. DISTANCE " —' - THIS SHEET.
``- EMBEDMENT
TYP.ANCHOR -
TYPE. .. /• "••' 36 EMBEDMENT
y
�1/4"MAX MAX AX1/4' EMBEDMENT EDGE
SHIM AND EDGE - ----- - DISTANCE
TYP.ANCHOR TYPE,
SHIM DISTANCE PER 24
_ .
3 EMBEDMENT AND 1i I SUBSTRATE.
SEE TABLE 5,
1.465' II PER DISTANCE 1 1 THIS SHEET. 32 EXTERIOR INSTALLATION
y` 11 PER TABLE
IIt INSTALLATION 43 6a
.l_,.._ ISLE II SEE TABLE 5,7HIS I INSTALLATION �l OPTION
li 36 SHEET. OPTION 1
IGHT
VISIBLE I� VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
I STRAIGHT HEADER OPTION 2 BUCK WIDTH THROUGH 1X BUCKSTRIP
HEIGHT 11 81 INSTALLATION ONTO INSTALLATION
II WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH — INTO MASONRY.
30
REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A A _
li 29
--►j }+- 114"MAX.SHIM TABLES: EGRESS FORMULAS
a12 STEEL -- I Anchor Min.Edge Min. {EQUAL-LITE}
41 SELF-DRILLING SEE Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(G5),SEE HEIGHT:TIP-TO-TIP WIDTHQ-6-6116"
2.751' 8 ,r--t lf) TABLE 5,SEE
A 114`410 SS OreteFlex Ungrouled CMU,(ASTM C-00) 1-314" 1.1/4"
/ SHEET P.T.Southern Pine(SG-.55) 9118" 1-318"
BUCKHEIGHT
EXTERIOR USE EITHER _ VISIBLE LIGHT FORMULAS
HEIGHT LATCH(#29)OR INSTALLATION 012 Steel SMS Aumktum,6063-1'5 mrn. 3/8' i18"• (EQUAL-LITE)
BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 318" 0.0348(20 Ge)' WIDTH(SASH):TIP-TO-TIP WIDTH-5-111V
TIP-TO-TIP -32 (#11).TESTED INSTALLATION [-`t B A36 Steel 318" 118" WIDTH(FIXED):TIP-TO-TIP WIDTH-4'
HEIGHT 35 ({~� UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1' 1.3(6' HEIGHT:(TIP-TO-TIP HEIGHT-7-11 V)12
Ii 41VENT END. DIRECTLY INTO 114"410 SS CreleFlex Concrete(min,3.35 k6q 1" 1`
it I 64 METAL /711 Ungrouted CMU,(ASTM G86) 1-314" 1-114'
VISIBLE I 7 3 P.T.Southern Pine(SG=.55) 1" 1-316"
LIGHT
HEIGHT 11 II 34 DADE APPROVED MULLION, C 1/4'Steel Ultrecon Concrete(min.2.8 ks1) 1" 1-318'
�j I� ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmuted CMU,(ASTM C-90) 2-112" 1-114"
11 STEEL STUD.SEE PROPERT ES.TABLE 5,THIS'SHEET. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
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
2X OD 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 CONSIDERED 1X INSTALLATIONS.
WO
BU2X WOSTF D 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'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 canplylag with the Florida
THIS SHEET. _ —� ENGINEER OR ARCHITECT OF RECORD. building Coda
AtanNIJ�•O$
ecepee o
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO "11111111/ Rx imNon Date )
REFERRED TO AS DAYLIGHT OPENING)IS �� OB
N\ w}YNN d9/ rrrr Revised By: out*: Revie+on:
MEASURED FROM BEADING TO BEADING. IN c';-" CENSF'j(��rr� �� 10/10/11 2014 UPDATE Miwnl ade Product conuol ,t
-- T 114'MAX SHIM `t r Revtaad By: Data. Raviatan:
NO ANCHORS Na.56705 " = SC 05/20/15 TABLE 5
REQUIRED IN " CONCRETE PER - : r.
FLANGE ANCHOR N Deadptlow Drawn By:
FRAME SILL , "• • s ,• REQUIREMENT ' TED i5:`w,. FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE 7711e: Dote:
N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
rr 1Sf{� tY� >>
VERTICAL SECTION B-13 „1 P11AI �I t1 NOP.O. BOX 1529 KOMIS;FL 34274 SodeslArodeL Scale: Sheet Drawing No. Rar.
A.LYHN t;ltILER,P.E. CERT. OF AUTH,#29296SH-200 NTS 4 OF 8 MD-SH2O0-01 B
RE.a 53705
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE
EDGE DISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 114'MAX SHIM
EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX DISTANCE
TYP.ANCHOR TYPE,
TABLE 6,THIS SHEET
EMBEDMENT AND EDGE 2X WOOD.SEE
INSTALLATION X WOOD,SEE NOTE 2 THIS SHEET DISTANCE PER SUBSTRATE, NOTE 2,THIS
2X WOOD. i SEE TABLE B.THIS SHEET. SHEET
EMBEDMENT EMBEDMENT SEE NOTE 2,
OPTION 5 THIS SHEET
CURVED HEADER THIS SHEET HORIZONTAL SECTION C-C
EDGE EDGE 2X WOOD,
INSTALLATION DISTANCE DISTANCE SEE NOTE 2, 411
ANCHOR(SCREW) 26 27
THROUGH THE FIN ED 12 10 EMBEDMENT
DISTANCE j T -
DISTAN A EMBEDMENT
I SHIM
6 TY ANCHOR PE, 1W MAX S IM L
EM 0 ENTAND ---
1.465" EDGE DISTANCEffI 4 TYP.ANCHOR TYPE, -----
PER SUBSTRATE, I EMBEDMENT AND EDGE 24 INSTALLATION
SEE TABLE e,THIS Ij DISTANCE PER SUBSTRATE OPTION 6
It SHEET. SEE TABLE 6,THIS SHEET: INSTALLATION 64 INSTALLATION ANCHOR
VISIBLE 136 INSTALLATION OPTION 5 32
,
LIGHT --6P-TION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
H£tGHT 11 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
INSTALLATION ANCHOR THROUGH THE FIN '5 1
29 (SCREW)THROUGH THE FIN BUCK WIDTH - EGRESS FORMULAS
(EQUAL-LITE)
41 MULLION SECTION WIDTH:BUCK WIDTH-3'
HEIGHT:BUCK HFIGHT/2.5-13116"
DADE APPROVED MULLION,MAYBE
EXTERIOR INSTALLATION VERTICAL OR HORIZONTAL.MAX, VISIBLE LIGHT FORMULAS
2.751' a1W SHIM.SEE SUBSTRATE
USE EITHER OPTION 7 PROPERTIES.TABLE 6,THIS SHEET (EQUAL-LITE)
BUCK LATCH(N 29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1116'
HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) 1!4'MAX.SHIM WIDTH(FIXED):BUCK WIDTH-3'
(#111),TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT.(BUCK HEIGHT-6.1(16-)19
35 UNIT LOCATION:
"a'FROM WITH MFIN1702
II I64 VENT END. #10 STEEL REMOVED
Ili �-n SELF-DRILLING TABLE6:
VISIBLE 7 SMS(G5)
LIGHT Min.Edge Min.
HEIGHT 3N4 Anchor Substrate Distance Embedment
2-1/2"x.113'Box Nail P.T.routhem Pine(BG-.55) UZI 2-7/16'
EXTERIOR 2-1/2"x.131"Common Nail P.T.Southern Pine(SG-.55) 9116, 2-7t*'
43 2-1/2'x.146'Roofing Nail P.T.Southern Pine(SG-.55) 9116, 2-7/16'
P.T.Southem Pine(SG-.55) 3/4" "ff,
2,254' 0131 3,6"
ALU MINUMISTEEL FRAMING OR STEEL Aluminum,6063:M min. I
20- STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(136) Steel Stud,t3r.33min. 3/6"
1 036
O NOTES TABLE 6.THIS SHEET, I A36 8 a[ 3/8' 0. PRODUCT REVISED
118- muplying with the Fladds
V
MAXSHIM 1)USE ONLY SUBSTRATE I I*IWVJMUM OF 3 READS BEYOND THE METAL SUBSTRATE. A—p'1MCada N0.&-!2
1J4*N APPROPRIATE ANCHORS LISTED gx.ira(ton Date
ON TABLE 6 OF THIS SHEET.
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE
sl�- 1�1 JJ 10/10/11 NO CHANGE is
EMBEDMENT AND EDGE Mi..
EDGE DISTANCE LIMITS.MY
DIS R�vfad By. Date: Rsvi.fbm
DISTANCE PER SUBSTRATE: DIS INSTALLATION OPTION SHOWN No.58705
SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE
SC 05/20/16 NO CHANGE
EDGE WINDOW. 1-T
DISTANCE z Description:
INSTALLATION 2)2X WOOD FRAMING OR BUCK, :L2- f 'ru�z* FIN FRAME INSTALLATION DETAILS of ROSOWSKI
OPTION 6 'I'A f_�."
1-1/2'THICK OR GREATER,
Title;
1070 TECHNOLOGY DRIVE DOI..
INSTALLATION ANCHOR EMBEDMENT
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT N. VENICE, FIL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(ALSO REFERRED To AS DAYLIGHT �X� BOX 1529 1
OPENING)IS MEASURED FROM ...I, NOKOMIS, IL 34274 Srias/Alodal. Scale:
VERTICAL SECTION D-D BEADING TO BEADING. CERT, OF AUTH. #29296 SH-200 NTS I sh.501:OF 8 DMm'WDng-SN`H- 900_01 I B
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' ry Revised By: Date: Revision: Oram By.
o....... �si '%, JJ 10/10/11 NO CHANGE J ROSOWSKI e o
Qr• LtCENSF.•.t��y i 1
Revised lRy, tett RevSstoeo Orrin Dote: n.a n'o=C C
:' n= SC 05/20/15 NO CHANGE 05111/11 e°
No.58705 _ "a eco
l( -
ANCHOR SPACING
157
�Q�-.• STATE OF j� 1070 TECHNOLOGY DRIVE TrBe:
' F '•.FCORIDP•-••'�_: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION n
��S ••--•• P.O. BOX 1529 i3
StQNAI. 1. NDxDMts:tl 31274 seriss�lrodeF Soate: meet txo.my Na. Rm
A.rLVMNIMe.I- P.E. CERT,OF At1fH. X29298 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.ti 58705
PRODUCT REVISED
Rs complying rvilh lite Florida
Building Cudz
8 Acc°pumce No O$ ,QQ
ANGLED/CURVED ANGLED/CURVED Er 'mUonDnlz 1fF,
FRAME FRAME �r
ASSEMBLY 90°CORNER ASSEMBLY
90°CORNER ASSEMBLY
ME
FRAME (ate 9 Y m
ASSEMBLY v � �:�' � T
O Ln
0
3 p
21 f i 21 0 J Q
l Z N
1'WEEP I 3 1'WEEP O g(n
NOTCH® EACH ENO s 5 W g f
EACH END \ J LU LLI 0 Q
2 5 Z Z U) CD
MITERED FRAME 1 50 51 FLANGE FRAME U V C7 Z O
60 51 WITH FRAME MITERED FRAME SHOWN,FIN aS AAA
FRAME SIMILAR
WELDS AT WITH FRAME_ O 0
SCREW BOSSES WELDS AT Z Z J
SCREW BOSSES m Z B♦—
ul
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) O Z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. Q o
W LuN
�w C9 �cco
-� to O t;Z g
U 0 uj fi
_ 112"NOM. _ 1/2'NOM.
GLASS STACK GLASS STACK {.1
1/8'ANNEALED OR 3116'ANNEALED OR .I " NEALED OR 114"AIRSPACE3/16'ANNEAUED OR 3118'AIRSPACE ® 2�t;y n
TEMPERED GLASS TEMPERED GLASS I I� TEMPEREDLGLASS I TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS 118'ANNEALED OR N a
1 TEMPERED GLASS TEMPERED GLASS 41 F
60 1 ISI 61 II 62 63 43 1� li 64 z �"- a
40 —II _I_. 41 I I 42 III 43 li I W5 o
3/8'NOM. jl V^ 3/8'NOM. IIII 318'NOM. I I 3/8•NOM, �I �I 318'NOM. I 1) G o.� o
GLASS BITE I� GLASS BITE IIIA GLASS BITE III GLASS BITE II II GLASS SITE II I 36 -z z
-- 38
36 38 36 33 32
\�I 111111/I/, .
-
1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2" I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 0:
N N (n #
GLASS TYPES A&B GLASS TYPES C B b GLASS TYPES E 8 F GLASS TYPES G&I GLASS TYPES H&J. � y'••xy o
o
,/111111111\1\�
Item PGT PGT Part# Description
# Dwg.# 2.000'
1 2703E 62703EW Flange Frame Head
2.000• T
2 27518 62751BW Flange Frame Sill 236' 050 J .962•
3 2781 62781W Flange Frame Jamb •062• G62• 1.125
4 2713 62713BW Integral Fin Frame Head soo•
y�N.0621'
_ z.soo•
5 2714E 62714EW Integral Fln Frame Sill I{ .050' 2000• .050•
6 2782 62782W Integral Fin Frame Jamb J� 869• 500oszJ7 2706 62706DW Sash Bottom Rail1 050 - -I •062' .888•
.062'
8 2707 02707CW Sash Top Rail .500• os2• •062'
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r 0' 05°• .062• —►I�+-
10 2709 62709CW Sash Side Rail 1 6063-TBALUMINUM I 2.056
11 27408 742740AW Sash Bottom Lock 2 FLANGE FRAME SILL 3 FLANGE FRAME JAMB 4 INTEGRAL FIN FRAME HEAD
6063-TB ALUMINUM O 6063-T6 ALUMINUM O 6063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,PDlyethelyne 2.056• --- 3.226' �- .976• -1
22 1270 7PAD718 Open Cell Foam Pad oso' 1,125• -� .050• J 1.187•
050
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC ,oez•
TIT 1.607' 1.e96• T
24 4066 64066G Wstp.,187 X.230 Fin Seal -TT 050 -{ 2.000 1 laze osr 0s0 I
25 2784 72784W Sash Side Rall Gasket,Polyethelyne .975 -
26 1076 7121 UM Balance Take-out Clip 1.125 050"
062' 13 ADDON FLANGE
27
Varies per Size Balance .062' �l 6063-T6 ALUMINUM
1 �— .050' —.-j 062-
28 2711 42800W Sash Cam,Nylon 1— -� .e2s• � •
29 1096 71096W Sweep Latch,Zinc 2.os6• .050' - .800, 1-
30 FIN FRAME SILL INTEGRAL FIN FRAME JAMB 07f^' �SASH BOTTOM RAIL SASH TOP RAIL
30 1016 71267N #8 X.gB Block
1/SMSLatch Screws 5 6063-T6 ALUMINUM 06063-T6 ALUMINUM `J 6063-T6ALUMINUM 06063-T6 ALUMINUM
31 1267 71267N Setting Block 1/8"x 112"x 1",EPDM
32 6DURAK316 Duraseal-3/16"
33 6DURAKI4 Duraseal-1/4" f
34 Sash Bottom Lock Spring I '062
865'
35 Screen Cloth,Fiberglass 1.68z 118r
36 Dow Coming 899 Silicone Glazing Sealant .062• .050 L.3j- .826•
40 1625 616258 Glass Bead(1/8"Glass)
874' 1
41 2719 62719B Glass Bead(3/16"Glass) B26 f� os2 i '- 1.1sr -�
42 1263 612638 Glass Bead(1/4"Glass) 1.010
O FIXED MEETING RAIL O SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP
43 1253 6VT48B Glass Bead(I.G.) ° 10 11 1z as oDCTDVISED
6°63-T6 ALUMINUM 6063-T6 ALUMINUM 6083-T6 ALUMINUM 6063-T6 ALUMINUM as complyingcvi1h Iho Florida
n9
50 781 PQA #8 X 1"QUAD Pn SMS ADuild+ Co
do
cceptance No 1 -a 8.22
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 1 I I I I"� Expiration Dnta, /jp tG
�\ ,I LYNN/yjl 'G Ravlsad ay: Dore: R.vlelon:
52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc �� \pN ,.....,.• < 7 . OY
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) �` .'�10ENSe '•�F� '� JJ 10/10/11 NO CHANGE M+�+ ode Product Cantrd
• * RMaed ey: Date: R•Hdon:
54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS No.58705 _ SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X 1"Ph FI-Stainless Steel -_
%� _ ® Deatrlptfw Drown By:
60 1/8"Annealed or Tempered Glass =� '•� : W^ BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass 'PO�'•, FTE P ,.' Q� 1070 TECHNOLOGY DRIVE Title: Date:
62 1/4"Annealed or Tempered Glass i v�s •,,�DR10,. CSG`` N.VENICE, FL 34275
83 1/8"-114"Alr-1/8"An.or Tem .I.G. �,7 S/pNgl P.O. Box 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
p rl�l 1 �� NOKOMIS; FL 34274 Ser(oe/Mod.l: Scelo: Shoat: Drawing No. Rev:
84 1/8"-3116"Air-3/18"An.Or Temp.I.G. A.LYNNItIILLER,P.E. CERT. OF RUTH. 529296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B
P.E.R 56705