HomeMy WebLinkAboutProduct Approval ST.LUCIE COUNTY&DLiTG DIVISION
REVIEWED FOR COMPLIANCE
REVIEINID BY
DATE
MIAMI- FLANS A.Mb E T MUST BE K ON JOB
® OR NO V6PECTION WILL BE MADE. MIAMI-DADE 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) ivww.miemidade.eov/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 -
1 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.-
--x
DESCRIPTION: Series"SH 2{101'Aluminam_ sSingteBung W�n�N_J. a J
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.
` I NOA No. 15-0528.22
DE CO
MIAMI•DAExpiration Date: September 01,2016
�1 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 05/11/11 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 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-511
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-51h 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.
Lanus ez,P.E.
Product Control-txaminer
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 062015
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)-
53-118"TIP-TO-TIP WIDTH +--
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118'UGK WIDTH 52.1/B'BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS -09.118• ..._ 40.118'
REQUIRES W - VISIBLE LIGHT -�
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C9D CONCRETE FLANGE VISIBLE LIGHT t- 0'MAX
MASONRY UNITS AND CONCRETE WITH MIN.K51 PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4 8 5. FRAME HEAD I '--g -y 3•MAX.
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 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED Tt C
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112`THICK OR GREATER.1X AND 2X BUCKS $"MAX.FROM -- --- /7)
1 351!2"(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF VISIBLE t-_ .-_ Z.__ 35-1/2'
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 21• LIGHT _,_,_ VISIBLE
MEETING --- MAX.O.C. 79' -- LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP-TO $•MAX.OC.SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6,SHEET 4 8 5.NARROW JOINT SEALANT IS USED ON ALLHO TIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING _ — -- HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE IIIA BUCK C
OF THESE INSTRUCTIONS. / - HEIGHT f _ 77
$'MAX.FROM // BUCK
S)SUBSTRATE.
ARE REQUIRES AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 70 THE CENTER OF f _� / HEIGHT
SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING //
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 23'
MAX.D.C.
7)DESIGN PRESSURES: l
A.NEGATIVEDESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM -
E1300. -- -
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' ---+-8 NO ANCHORS REQUIRED
3' '
6 MAX.O.C-
B)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 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-847g;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
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
SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION.INTEGRAL FIN_5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR.MAYBE USED BY INSCRIBING THE ANCHOR QUANTITIES.................6
SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS,. .......7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES...............8
I+- WIDTH -►{ I'- WIDTH PARTS LIST...................................8
PRODUCT REVISED
as amidinlying with thcFloddo
DL
Accgtance N 15»05`2$.'22AcceplRuceNaGHT -=_- - -- HElGHi \�. p'o LYNN,4,1/�( Raddad 8y: 7Mtd: Rdvtakn: Brat� ' """NSCF JJ 10/10/11 2010 FBCNOTE ByR.vrsad By: Dote: Ravfdon:N�-,67aa - SGC 05/20/15 Sth ed.FBC REV
Desadplbn: Drodn BY:
- — _._ , Q lul, GENERAL NOTES&ELEVATION J ROSOWSKI
EQUAL DIFPROVIEMORIEL ARCHTOPPROVIEW/ORMI- RAMUSIOPEQUALUIE /^,Q�-'.• �,LpRip P••' �'u„ 4070VENICE,CHNOFLC'�42 5 nRdr Data:
f,F s�•••'-'•' r�,. P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11!11
�rrl ONA1. \�� NOKOMIS;FL 34274 SedoelModel: Scafe: 5hdatt Drowing No. Rw:
A.LtfNN4A1).LI<I;,P.E. CERT. OF RUTH. #29296 SH-200 NTS 1 OF 8 MD-SI-1200-OZ B
P.E.JF 56705
TABLE 1: TABLE 2;
z Monolithic Glass Types PRODUCT REVISED
Maximum Design Pressure(ibs/ft)for Glass Type A, Fin&Flange Frame ascnn,Plying wah tho Florida
Window Sash Height A 1/8"Annealed Building Cod.
Height (see Figure A,this sheet) Maximum Window WldthrB 1/6"Tempered Amprancc No J 22
L pir Ii n D.I.
19-1/8" 26-1/2' 33" 37" 41" 45" 49" 53-1/6" C 3116"Annealed
By
23 111-9/1W(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 f -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 p 3116"Tempered Miami WePtodoct
under 18.9!15" +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 114'Annealed
3T' 18.9116"(Equal Lite) +55.0 -90.0 +55.0 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 � Fj 1/4"Tempered
over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -76.2 +55.0 -65.5 +55.0 -57.3 +50.2 -50.2 +44.8 44.8 +39.9 39.9 t- m
Y T W
under 16-718" +55.0 -90.0 +56.0 -87.1 +55.0 73.4 +55.0! -63.8 +55A -58.8 +50.0 -50.0 +44.8 144.8 +40.0 -40.0 a
t/j
TABLE 3:
1&7!6"thru 19-3116"a +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -56.5 +51.1 -51.1 +45.9 -46.9 +41.3 -41.3e-
3&3l$° 19 1/4"(Equal Lite) +55.0 -90.0 +65.0 -wo +55.0 .82.7 +55.0 -72.8 +65.0 -63.5 +55.0 Insulated C'1a88 Types (O/7 C) QO
57.9 +64.2 54.2 +51.5 51.6 O
over 10-114" +55.0 -90.0 +55.0' -87,1 +55.0 -73.4 +65.0 53.8 +55.0 56.8 +50.0 -50.0 +44.8 -44.8 +40,0 140.0 G 1/8"Annealed,1/4"Airspac6,1/8"Annealed 0 2 N
under 19.9/16" +55.0 -81.6 +56.0 -72.3 +65.0 51,3 +65.0 -55.3 +50.5 -50.5 +45.8 -46.8 +42.0 -42.0 +38.7 -38.7 H 3/16"Annealed,3/16"Airspace,1/6"Annealed O
45"
19.9/16'"thin 22518"a +55.0 -90.0 +55.01 -87.9 +55.0 -74.0 +65.0 -64.3 +65.D -56.9 +50.1 50.1 +44.6 44.8 +40.0 40.0 I 1/8"Tempered,i/4"Allspac6,118"Tempered � 13
22-9116"(Equal Lite) +55.01 90.0 +55.0 -90,0 +55.0 -78.8 +55.0 58.1 +55.0 -58.5 +51.1 -51.1 +46.0 -46.0 +41.4 141.4 1 3/18"Tempered,3/15"Airspace,116"Tempered WW
over 22-911611 +66.0 1 -81.5 +55.0 -72.3 +56.0 51.3 +55.0 55.3 +50.5 -50.5 +45.8 -45.0 +42,0 142.0 +36.7 38.7 Z Z (- 00,
LL
under20-1/8" +55.0 I -71.8 +55.0 -62.8 +55.0 -56.4 +50.3 -50,3 +45.9 115.9 +41.7 -41.7 +38.9 -38.8 +38.2 -36.2 0
Z
O
49 20-1/8"thru 24-112"' +55.0 -90,0 +55.0 -82.5 +55.0 59,6 +55.0 -61.6 +55.0 -55.4 +49.3 -49.3 +44.6 -44.6 +40.0 40.0 FIGURE A:SASH
24.9/16"(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 +45.0 -45.0 +40.1 -40.1 CROSS SECTION Q O Q (3
(WITH MONOLITHIC Z Z W 0
over 24-9/16" +65.0 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 -45.9 +41.7 41.7 +38.9 -38.9 +38.2, ..36.2 GLASS) � Z �
under 20.13118" +55.0 -67.8 +15U -59.9 +53.3 -53.3 +48.5' A&5 +44.1 -44.1 +40.2 140.2 +37.6 -37.6 +34,6 -34.6 > d
� > g Z
50-518" 20-13/16"thru 24-11/16"a +55.0 -89.6 +65.0 -80.3 +65.0 -67.7 +55.0 .60.6 +64.2 54.2 +49.0 -49.0 +44.2 144.2 +40.0 .40.0 I Q O U
W
24-314"(Equal Lite) +55.0 -90,0 +55.0 -90.0 +55.0 -75.4 +66.0 55.7 +55.0 -57.4 +50,3 -50.3 +44.9( 44.9 +39,9 -39.9 ,i p r X Z o
over24.3/4" +56.0 -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 -34-81 Z Z N
under 24.15!16" +55.0 -56,0 +43.6 43,8 +41.9 -41.9 +39.1 39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 �i Q) J $z
24-15/16"thru 30.516"a +55.0 -75.0 +55.o( 56.0 +55.o 57.4 +51.9 -51.9 +47.4( 47.4 +43.2 -43.2 +39.9 38.9 +37.3 37.3 it SASH U U) U ri V)
61�� VISIBLE LIGHT i
30.9116"(Equal Lite) +55.0 -87,9 +55.0 -75.8 +55.0 86,6 +55.p -59.7 +53.5 -53.6 +48,7 138.7 +43.9 143.9 +39,9 -39.9 HEIGHT I) HEIGHT !n
over 30-9116" +65.0 -67.6 +55.4 59.9 +53.3 53.3 +48.5 X8.5 +44.1 44.1 +40.2( 40.2 +37.8( -37.8 +34,8 -34.8 SASH HEIGHT-3.9116" 4i
under 26-3/4'. +54.7 -54.7 +41.2 141.2 +40.3 40.3 +37.0 -37.8 +34.6 -34.6 +31.3 -31.3 +28.g .28.9 +26.5 -26.5 i!! g �n n �
63" 25-3/4"thru 31-518"a +55.0 -72.0 +65.0 -63.2 +65.0 55.7 +50.5 -50.5 +46.1 116.1 +41.9 141.9 +39.0 39.0 +36,3 -36.3 i N
31-9116"(Equal Lite) +55.0 -83.9 +55.01 -71.7 +55A -64.8 +55.01 -58.2 +52.4 -52.4 +47.9 -47.9 +43.3 43.3 +39.7 -39.7 x a'
over 31-9/16" +55.0 -67.8 +65-01 -59.9 +53.3 53.3 +48.5, 138.5 +44-1 -44.1 +40.2 .40.2 +37.6 -37.6 +34.8 34.8 it $� S4
i
under 29-3l4" +63.3 53.3 +39.7 -39.7 +38.1 -39.1 +36.7 -36.7 +33.41 -33.4 +30.3 -30.3 +28.0 -28.0 +25.B -25.8
o.y
73" 29-3/4"thru 36-518"' +55.0 -61.0 +52.0 52,0 +48.2 -48.2 +44.0 1W.0 +40.1 140.1 +37.0 -37.0 +34,1 -34.1 +31.4 -31.4 j{ o z z
36.9116"(Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 52.1 +61.6 -61.5 +47.0 47.0 +42.7 -42.7 +39.6 -39.6 +37.0 37.0
mer 3&911V' +55.0 -67.8 +55.0 -56.3 +52.1 -52.1 +48.5 -48.5 +44,1 144.1 +40.2 -40.2 +37,6 -37.6 +34.8 -34.8
under 31.3/4" +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 •28.0 +26.8 -26.8 vvv I I I 1 I I i i 11
78" 31-3/4"thru 39"a +55.0 -5B.3 +48.0 158.0 +45.2 145,2 +41.2 131.2 +37.9 -37.9 +34,6 -34.8 +31.7 31.7 +29.6 -29.6
39-1116"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 156.3 +45.2' -45.2 +44.2 144.2 +40.3 140.3 +37.7 37.7 +34.9 -34.9 NOTES ;� �c
r 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118,
Ttp-to-tip dimensions to 8enge windows shown,For fn windows or buck dimensions,subtract 1", ANNEALED GLASS(TYPE A).
z Ouarall sash height.For clear daylight height,subtract 3.9116". �f?w
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH y
Size range Includes the standard Pm-View(3-over-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. x: 1
For averatt sash width,subtract 2-15t16"from the buck dimension,
l ) /-
%troy•• , �.,•'pc�w'-
TABLE 4: TABLE 2:
I'RODUCr REVISGD
Monolithic Glass Types .complying wish the Florida
Maximum Design Pressure(lbslft2)for Glass Type B-J, Fin&Flange Frame DuBdhtgCudc 22
Window Sash Heigh12 A 1/8"Annealed Acccpt"'No
Height' (see Figure A,this sheet) Maximum Window Width' B 1/B"Tempered L'xrrrur'na Date
10-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed F1y-
hli;vni adc Product Cmr
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 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' 18-8116"(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
o%er 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -64.3 +55.0 -78.0 +55.0 -72.9 Y m
under 16-7/B" +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 •88.5 TABLE 3: j
38-3/6' 15.7/8"thru 19.3/16"s +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 'n 9,
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90,0 +55.0 -87.8 +55.0 -78.8 +55.0 -71.2 U 9 � 0
G 118"Annealed,1/4"Airspace,1/8"Annealed O Z C3
oyer 19 1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 X8.5 +55,0 81.6 +55.0 -75.0 +55.0 X8,5 (L�
H 3/16"Annealed,me"Airspace,1/8"Annealed O Z
under 19-9/18" +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 68.3 +55.0 ;59.7
1 1/8"Tempered,1/4'Airspace,1/8"Tempered €
19-9116"thru 22-5/8"' +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.1 +55.0 -78.5 +55.0 -70.0 +55.0
46' J 3/16"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 -90.0 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 -63.0 Ur 0
o%er 22-9/16" +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 58.3 +55.0 -59.7 N
Q LL
under 20-1/8" +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 52.8 +55.0 -57.7 = 2 Z O
20.118"thru 24-1/2"a +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +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 Q m Q v�
24-9/18"(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 W p U
over 24-9/18" +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 A I--
Z
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 -67.3 +55.0 -61.9 +55.0 -56.8 U
a +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54.5 +55.0 -57.8 jl II O O U
5D5J8" 20.13/16"thru 24-11/16" I <- (� W Z
24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -9D.0 +55.0 -90.0 +55.01-9D.0 +55.0 -83.2 +55.0 -72.7 +55.0, -64.5 +55.0 -57.8 - i ij o o (L = O
o%er 24-3/4" +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 -61.8 +55.0 -56.8 II II Z N
under 24-15116" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -62.3 +55.0 -60.0 +55.0 -56.5 +53.2 53.2 +49.6 -49.8 ilj j SASH -o U fA C9 U
61" 24-15/18"thru 305/8"s +55.0 -87.9 +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
HEIGHT
30-9116"(Equal Lite) +55,0 67,0 +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 I a Cl)
o%er3D-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"
under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 -59.9 +55.0 57.6 +54.5 -54.5 +51.3 -51.3 +48.3 -48.3 raN
25314"thru 3l-516"s +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 Ilj �I *'u°'A �
63" J�
Ee
31-9/16"(Equal Life) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 -58.5 +50.2 -50.2 l� �I o X
I Ll
oyer 31-9/16" +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 •69.4 +55.0 -69.4 +55,0 54.5 +55.01 -56.5 +50.2 -50.2 li �I Viµt"o 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 -46.4 0 i
29-314"thru 36-5/8"' +55.0 58.3 +55.0 56.3 +52.1 52,1 +51.5 -51.5 +61.5 51.5 +51.6 51.5 *51.5 51.5 +48.4 -08.4
�Z Z
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
o%er 36-9116" +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 l\\`1111FII1If//r
under 3l-314" +55.0 -82.5 +50.8 50.8 +46.3 -48.3 +45.2 -45.2 +45,0 45.0 +45.0 45.0 +45.0 -45.0 +45.0 -45.0 . N/o.
78" 31-3/4"thru 39"s +55.0 •62.5 +50.8 -50.8 +48.3 -48.3 +45.2 -05.2 +45.0 -05.0 +45.0 45.0 +45.0 X5.0 +45.0 45.0 NOTES �����.•' ''• �`, a
39-1/18"(Equal Lite) +55,0 -62.5 +50.8 50.8 +46.3 48.3 +45.2 -45.2 +45,0 45.0 1+45.01 45.0 1+45.0 1 45.0 +45.0 -45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASSCi 0 0'.
=�g
1 TYPES B-J.NOT APPLICABLE WITH 1/8-ANNEALED GLASS(TYPEA). z: z:wj ar,
Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1".
2 Olerall sash height.For clear daylight height,subtract 3-9/181. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR=j 'uj 6V1m 4;' z a
3 Size range Includes the standard Pro-View(3-o%er-2 configuration)for the ghen Window Height. HEIGHT DIMENSION SHOWN ON THE TABLE. -r` `
Far overall sash width,subtract 2.15/16"from the buck dimension.
o r't'111r1111`'`
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
OPTIONALADDONEMBEDMENT PER ANCHOR PERANCHOR TYP.ANCHOR
INSTALLATION FLANGE®HEAD, 13 REQUIREMENT REQUIREMENT TYPE
OPTION 1
SILL83AMOS 3 " EMBEDMENT AND
CURVED HEADER _
114'MAX 41 27 EDGE DISTANCE
—"- SHIM PER SUBSTRATE,
INSTALLATION INTO WOOD �_.. _, EDGE + 12 81 10- SEE TABLE S.
2X,SEE NOTE 2,THIS SHEET. ,,��--- -� / ^y_ DISTANCE THIS SHEET.
�-. EMBEDMENT
TYP.ANCHOR 1
TYPE _ 38 EMBEDMENT
'1
- � —�114•MAX 1/4 EMBEDMENT EDGE
SHIM - N' AND EDGE - ----r-- 24 :' DISTANCE
SHIM DISTANCEPER _ �•
�3 TYP.ANCHORTYPE, II SUBSTRATE,
EMBEDMENT AND I SEE TABLE 6,
1.A65' II EDGE DISTANCE I� 1 THIS SHEET.
32
+ 1 tl PER SUBSTRATE, II 43 64 EXTERIOR INSTALLATION
SEE TABLE 5,THIS II INSTALLATION
II 36 SHEET. OPTION 1 INSTALLATION f� OPTION 3
VISIBLE IISTRAIGHT HEADER OPTION Z — VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT 1 THROUGH 1X BUCKSTRIP
HEIGHT ti 81 INSTALLATION ONTO INSTALLATION BUCK WIDTH
II WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH -- INTO MASONRY.
30
REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A-A
I —
29 TABLE 5: EGRESS FORMULAS
114'MAX.SHIM
#12 STEEL •- —�_ (EQUAL-LITE)
41 Anchor Min.Edge Min.
S MS(G) EE Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(G5),SEE- HEIGHT!TIP-TO-TIP WIDTHl2.6-6116"
2.7-51- B - ---� TABLE 5,THIS R 1/41410 SS GteieFlox Ungrouled CMU,(ASTM C-90) 1.314" 1-1/4'
/ SHEET ----, P.T,Southern Pine(SG-,65) 9H8" 1.318"
BUCK EXTERIOR 1 USE EITHER VISIBLE LIGHT FORMULAS
HEIGHT LATCH tN 29)OR INSTALLATION #12 r ee(05) Aluminum,Stu,6083-35 1m 318" 6(20 (EQUAL-LITE)
BOTTOM LOCK OPTION 4 $CmYr{G5) Steel Slud,Gr-33 min. 3!B'_ 0,0348(20 GI). WIDTH(SASH):TIP-TO-TIP WIDTH-5.1/16"
TIP-TO-TIP - 32 (tf11).TESTED INSTALLATION [ B A36 Steel 318•' 1/81' WIDTH(FIXED):TIP-TO-TIP WIDTH-4"
HEIGHT ii UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" !-3l8' HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16•)12
35 - j �III 8.518"FROM DIRECTLY INTO
II (1 VENT END, METAL 1/4"410 SS CmleFlex Concrete(min,3.35 kal) 1" 1"
VISIBLE
II i Ungrouted CMU,(ASTM C•90) 1.314' 1-1/4'
LIGHT y1 7 .- 3 P.T.Southern Pine(SG=.55) 1° 1.3/8"
HEIGHT it �I 34 DADE APPROVED MULLION, C 1/4'Steel LBlracon Concrete(min.2.9 ksi) 1" 1-3/8"
t I�
ALUMINUM.STEEL FRAMING OR EXTERIOR L I I Ungrouted CMU,(ASTM C-00) 2-112• 1-1/4"
II II 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES,TABLE 6,THIS SHEET.
I NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
2 31 20 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
.264`
2X WOOD j 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN I-IN"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2•THICK OR GREATER.1X AND 2X BUCKS PRODUCT RBVISBD
SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE on complying with the Florida,
ENGINEER OR ARCHITECT OF RECORD. Building Cuda
THIS SHEET. � A1n--I
Aoceph' N3)VISIBLE LIGHT WlOTH OR HEIGHT{ALSO REFERRED TO AS DAYLIGHT OPENING)IS ���� t1Y LYN q '� Revised By: Dale: RovlefMEA$UREDFROMBEADINGTOBEADlNG. " �� '' CENS�' <���i, uJ 10/10/11 2014 UPDATE Mi•nl nda
1/4'MAX SHtM Revtred BY: Oate: Revietan;
NO ANCHORS �r` N°•SBTGs ••• % SC 05(20115 TABLE 5
REQUIRED IN , CONCRETE PER - ,
FLANGE _ ANCHOR 5 - ® Deeeripllon: Dmnn By:
FRAME SILL " ' ," REQUIREMENT J�� , �•T TEO '�j •� FLANGE FRAME INSTALLATION DETAILS ROSOWSKI
�'O� FGORtOP.•' \��` 1070 TECHNOLOGY DRIVE Title:H.VFNICE, FL Qale:
' !�'S� h)f',G.�;� ` NOK.O. BOX
XI 3 2745 SINGLE HUNG WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B I Sertea/Model: Saat*: sh d., Oroning No, R•r
A.LYtil9'M2l5R,P.E. CERT. OF AtTTH. ,28296 SH-200 NTS 4 OF 8 MD-SH2O0-01 B
PEA 59705
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGEDISTANCE
TYP.ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE 1/4'MAXSHIM EDGE
EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE 1/4*MAX SHIM DISTANCE
TABLE 6,THIS SHEET TYP.ANCHORTYPE,
EMBEDMENT AND EDGE 2X WOOD,SEE
INSTALLATION 2X WOOD,SEE NOTE Z THIS SHEET 2XWOOD. DISTANCE PER SUBSTRATE, NOTE 2,THIS
EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. 11 SHEET
EMBEDMENT THIS SHEET
DHEADER EDGE HORIZONTAL SECTION C-C
INSTALLATION DISTANCE EDGE 2X WOOD,
CURVE —T DISTANCE
ANCHOR 5�7 SEE NOTE 2.
R(SCREW) THIS SHEET 26 41 27
THROUGH THE FIN EDGE 12 61 S
-ail EDGE
DISTANCE "a EMBEDMENT
DISTANCE I I
EMBEDMENT
114' SHIM 1/4-MAX SHIM
TYP.ANCHOR TYPE,
EMBEIGMENTAND
1.465' EDGE DISTANCE 4 TYP.ANCHOR TYPE, INSTALLATION
PER SUBSTRATE, EMBEDMENT AND EDGE
SEE TABLE 0,THIS DISTANCE PER SUBSTRATE, 8- OPTION 6
i INSTALLATION
VISIBLE 36 SHEET. INSTALLATION SEE TABLE 6,THIS SHEET. OPTION 5 n64 INSTALLATION ANCHOR
(NAIL)THROUGH THE FIN
LIGHT CFPT—IONE INSTALLATION 43 EXTERIOR
HEIGHT II 61 30 STRAIGHT HEADER ANCHOR(SCREM VISIBLE LIGHT WIDTH \F�
Ij INSTALLATION ANCHOR THROUGH TH.FIN
IIS _ 29 (SCREW)THROUGH THE FIN BUCKMDTH — EGRESS FORMULAS
(EQUAL-LITE)
MULLION SECTIONWIDTH:BUCK MOTH-3'
HEIGHT:BUCK HEIGHT/2-5-13/16"
RADE APPROVED MULLION.MAY Be
EXTERIOR VERTICAL OR HORIZONTAL.MAX
N V4'SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.751" a USE EITHEROPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1116'
HEIGHT BOTTOM LOCK ANCHOR(SCREW) 114'MAX.SHIM WIDTH(FIXED)'.BUCK WIDTH-3-
(#11).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT:(BUCK HEIGHT•6.1116112
36 Ih
UNIT LOCATION:
8-518*FROM WITH FIN
#10 STEEL REMOVED
64 VENT END. SELF-DRILLING TABLE 6:
VISIBLE 7 SMS(G5)
LIGHT Min.Edge Min.
HEIGHT III 34 Anchor Substrate Distance Embedment
I— Ijl 11 2-11211 x.113"Box Nall P.T.Southern PIne(SG=.65) 112!1 2-7116'
EXTERIOR 6 2-1/2'x.131"Common Nall P.T.Southern PInL -.=.66) 9116, 2-71181
2-1/2"x.145"RocBng Nall P.T.Southern Pine(SG-.65) 9116, 2-7/16"
43 P.T.Southern Pine(SG-.55) 3/4" J-WB"
2.254" 31 20 ALUMINUM/STEEL FRAMING OR STEEL #10 Steel SMS Screw(G6) Aluminum,W63-T5 min. ate" 110'
STUD.SEE SUBSTRATE PROPERTIES, Steel Stud.Gr.33 min. 318" 0.036
TABLE 6.THIS SHEET. PRODUCT RFVISED
NOTES A35 Steel 318" 1/8" m c.,npjyj:.g with the Florida
Building Code
1)USE ONLY SUBSTRATE t I I'tWVJMUM OF 3 READS BEYOND THE METAL SUBSTRATE. A.p=.
114'MAX SHIM APPROPRIATE ANCHORS LISTED ex in 'e15-ra
\\' OW( L v lv'V 4 fl,, Roylood By., Date: RaW.I=
ON TABLE 5 OF THIS SHEET.
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE C S" JJ 10/10/11 NO CHANGE
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY MI.-Dodc Product�6(1
DISTANCE PER SUBSTRATE, Revises W. Date., Ravffan:
DISTANCE INSTALLATION OPTION SHOWN No.50705
SEE TABLE 6,THIS SHEET.
MAY BE USED ON ANY SIDE OF THE SC 05/20/15 NO CHANGE
EDGE WINDOW. --0 D.Ieffpfron: Ore..W.
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
1-1)2"THICK OR GREATER.INSTALLATION EMBEDMENT DISTANCE
2)2X WOOD FRAMING OR BUCK, 0
b�-TON—6 Eor,
1070 TECHNOLOGY DRIVE Due: Date;
INSTALLATION ANCHOR Or?10 N. VENICE. FL 34275
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT ......* SINGLE HUNG WINDOW INSTALLATION 05/11/11
'ONAL P.O. BOX 1529
(ALSO REFERRED TO AS DAYLIGHT j -
OPENING)IS MEASURED FROM ' I11111111" NOKOMIS; FL 34274 SertaslAlodaf. Seale: Shaak
VERTICAL SECTION D-D BEADING I v BEADING. A.LYNN MILLER.P.E. 5OF8 I'OMD-SH200-01 I--
REA 0705 CERT. OF ALRH,J29296 SH-200 NTS I B
T r—
m x0 O mai1� o 'y � c
m p x m m
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In
Oy 3Z T OD '- 5- � wu P + v � � e ;1 'm � 4c wmc �V a rn "510m
z� m� 3 m `" o: a J R $ '•.� S '% '_'
wp -
a ZS OZ 2 P
2 O = A
O m
f
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g ix Iv Z o < g N N N N Bel-MR >
x DO NiN N N N Above MR 2
m m O o ? N Below MR m m
Z A y N C tp Q T W W N N W N N N N N N N N N Above MR o
O m = � . i3 N v
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Z m N
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a S y m _ m_ 3 N w w Below MR >
m W W N N w N
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a a W N W N N1. Below MR m
!n p u w W N w N u I W N w N N
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cit O A
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mAm D?xv EOr\ N W N N BelavMR
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N Be ow MR
N u w N Above MR O
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rt� N Above MR 3
m w u N a W W r• w W N a w N W N Below MR
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---=—r--rr—=———--r—
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a
Revised By- Dote: Revision:
JJ 10/10/11 NO CHANGE J ROSOWSKI _; e o
Q•: F ••'Q Ro isad By. Date: Revision: Oro.n °
' No.58705 l SC 05/20/15 NO CHANGE 05/11/11 ; co
ANCHOR SPACING a w �c
53�i +'STATE`OFI,; �i�� 1070 TECHNOLM DRNE Title:
�F -••F�ORI9H,•'• \?: K VENICE; FL 34275 SINGLE HUNG WINDOW INSTALLATION _
' -S' •--• G - P.O. BOX 1529
AL NOKOMIS; FE 34274 r �y�y: Soole: Sheeb Orv�irg No. R-
'IN,".L' .P-E. CERT. OF Al1iH. ®29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.N 68705
PRODUCT REVISED
a cumplying with LII.Florida
Building Coda
8 Accepl"nce Nod OCjQ
ANGLED/CURVED ANGLED/CURVED Bx'mlmnDak I(P
FRAME FRAME Dy
ASSEMBLY90°CORNER ASSEMBLY
FRAME
0� 90°CORNER ASSEMBLY
FRAME (3� m
ASSEMBLY '-' \ � �
D3 —\
C3 g
moi ` a ozCD
=
1'WEEP 50 51 (n
NOTCH WEEP / NOTCH / 6 rjJ 4J .0 0
EACH END `\ I / EACH END W W •�
I 2 5 Z Z 4U) ISL
I i FLANGEFRAME O
50 51 MITERED FRAME 50 51 SHOWN.FIN
E V V r
WITH FRAME MITERED FRAME FRAME SIMILAR a O
WELDS AT WITH FRAME z O
cl
SCREW BOSSES LDS AT
SCREW EBOSSES Z Z ca Z F—
LO z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) U
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o o = o
N
Z J Z
U �w (D w
g L)
1/2'NOM. _ 112'NOM.
GLASS STACK GLASS STACK N
1/4'AIRSPACE 3/18'AIRSPACE ® pc^y n m
VB'ANNEALED OR _ 3/16'ANNEALED OR _ _ 1/4'ANNEALED OR 118'ANNEALED OR 3/16'ANNEALED OR _ N N N
OR
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED ALED
SS TEMPERED GLASS TEMPE118. RED ALED
SS nepi
TEMPERED GLASS TEMPERED GLASS
I. 60 III 61 II 62 II I 63 Ij I) 64 Z V m'eri
IIII 43 jl �I 43 11 II i61 o
318'NOM. II V^ 3/8'NOM. IIII 318.NOM. 'll 318'NOM. jl II 3/8'IN I II a
I I I I I GLASS BITE II II 6 $Z a
GLASS BITE _ I GLASS BITE I I GLASS BITE I GLASS BITE I 1 VV
36
38 � - 36 � 38 33 32
\\1L1uIlrrlr i
imV: v_V�+O 6p,��-a
r c Zed
1/8"GLAZING DETAIL 3_/_16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.Q.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL
_
jy.
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J = •• s6 V7 N.•���1 c5
a
O�� •. .... ..•'Q�`.
�i���,VV
Item PGT PGT Part# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head -
2 2751862751 BW Flange Frame SIII r'- 2A00• esz
.238'S--7 -
3 2781 62781W Flange Frame Jamb - •062' 500 1.125-
4 2713 62713BW Integral Fin Frame Head 2.600
5 2714E 62714EW Integral Fin Frame Sill .0505-50, z'0°° -os�
6 2782 62782W Integral Fin Frame Jamb 869 l oma.
050 J .869'
7 2706 62708DW Sash Bottom Rail 062. .o6z• 1 � '�7-
8 2707 02707CW Sash Top Rail _ 5re' 050• os2 �•osz' -�
9 2739 62730W Fixed Meeting Rail O FLANGE FRAME HEAD r .050• �-
10 2709 62709CW Sash Side Rail � 80°3-T6ALUMINUM I 2.056'
11 2741)8 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM 6063-T6 ALUMINUM 8063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 r .9Ts
21 1662C 71662CW Head/Sill Gasket,PDlyelhelyne 2.056' 3.225' }T
22 1270 7PADi 18 Open Cell Foam Pad .050• 1.125 .050' J 1 187
050
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .o6z• � •
24 4066 64066G Wstp.,187 X.230 Fin Seal -F 1.807' 1.898•
2.000' ��-- .082'-
25 2784 72784W Sash Side Rail Gasket,Polyethelyne 875. 1,2120• 050•
26 1078 7121 LIM Balance Take-out Clip 1.125' 975 50" ,--, 062" n 13 ADDON FLANGE
27 Varies per Size Balance I 1 .082' I 6063-T6 ALUMINUM
28 2711 4280OW Sash Cam,Nylon L 050 1 yllli
.062-
29 h�-
29 1096 71096W Sweep Latch,Zinc 2.Ob6" .050• .BOD'
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
30 1016 71267N S X.gB Block
1/SMSLatch Screws 5 6063-T6 ALUMINUM 06063-TB ALUMINUM 06063-TOALUMINUM 06063-T6 ALUMINUM
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM
32 6DURAK316 Duraseal-3/16" -�1 .062'
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring o6z° --
865' T
35 Screen Cloth,Fiberglass 1.682' 1.1ar •
36 Dow Coming 899 Silicone Glazing Sealant .062• .050• 826•
40 1625 616258 Glass Bead(1/8"Glass) UA
41 2719 62719B Glass Bead(3/16"Glass) � -� --j .926- OB2• J 1.167' -�
1.°10•
42 1263 612638 Glass Bead(1/4"Glass) FIXED MEETING RAILSASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP
9 /10 11 12 PRODUCT REVISED
43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM J6063-T6 ALUMINUM 08083-T6 ALUMINUM 08063-T5 ALUMINUM as complying villi the Florida
Duildin8 Cod,
50 781 PQA #8 X 1"QUAD Pn SMS A,cepionc, a,
-d 8.22
51 781PSTX #8X1"Sq.Pn Twin Fast SMS-410 S.S. X11'""� Wpirolion Dnlo, /lplG
0". LYNN //i Rerr:ed By. Dela: RoNeron:
52 1184 781LHPQA #8-15x 1 LHTwinfaslScrew Zinc �� pC�,...•••.../(
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw ZJnc(S.S.) 1�.• �NCENSt; '•(F� ' JJ 10/10/11 NO CHANGE Miwai ade Product Control
• •'.,* W-d W. Dote: Rorklon:
54 78x1PF7FUA #9x1"Ph FI u/cut SMS N0.56705 _ In.
SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X 1"Ph FI-Stainless Steel = _ Des,riptwn: Dro�n ey:
60 118"Annealed or Tempered Glass �'•.'(-Y} �+
� I w; BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass - O 7E
62 114"Annealed or Tempered Glass ; '' FcoR1°P•' C�\? 1 N.VENICE,OFIL 3427ryE Title. oats:
63 1/8"-114"Alr-1/e"An.or Temp,I.G. �css/ONII A7� ��,� NOK.O. BOX529
SINGLE HUNG WINDOW INSTALLATION 05/11/11
64 1/8"-3116"Air-3118"An.or Temp.I.G. A.LYNN'MILI�R,P.E. Serf"aha H- $corer Sheet: D-Ing No. Rev:
P.E.p 58705 CERT. OF AUTH. 29298 SH-200 NTS 8 OF 8 MD-SH2O0-01 I B