HomeMy WebLinkAboutProduct Approval M IAM F 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) www.mianfidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this, product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their 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: "SH-200"Aluminum Single Ilung Window-_lei.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 througli 8 of 8,dated 05/11/11,with revision B dated 45/20/15,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 tiled 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 l 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•QADE GUUiVTY '91115 Expiration 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-SII200-01,titled"Single Dung 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 1 thin 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitter)tinder NOA No. 11-0614.01)
C. CALCULATIONS
1'. Anchor verification calculations and structural analysis, complying with FBC-5th
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
L Statement letter of conformance, complying with FBC-5'h 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.
anus ez,P.E.
Product Contro xaminer .
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 06 2015
E-1
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW' -
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA �/' ""orf•'•J-�•.� �'
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). .,, 53.1/8""TIP-TO-TIP WIDTH
t ►
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. r�` 524IB"BUCK WIDTH 52.1J8"BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY f NO ANCHORS BLE LI VISIBLLE LIGHT
! ( REQUIRED IN VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM 090 CONCRETE t FLANGE 0" .-p
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. 'l.! FRAME HEAD '"'-B 3-MAX' — r-- s•--
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN tj A
1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ! 4 Ii 1�, j !
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS 1 6-MAX FROM L._ _ _._._.JT._ 3 i �Sre� 1/J_(_ 35.1✓2•
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN I CENTER OF /T 211 LIGHT �_-_L 1 r 4 VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, i MEETING I 78' I! � LIGHT
MAX.O.C. 6"
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLTIP•TO MAX.O.C.
F DRESSING OR STUCCO.USE ANCHORS Oa RAIL I
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6,SHEET &5.NARROW JOINT SEALANT IS USED ON ALL �'I i _ I TIP
HEIGHT t i
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING 8 --- = A 77" # C
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE 8—a BUCK MA'.FRO __ BUCK
OF THESE INSTRUCTIONS. �� ///�///// HEIGHT 7r
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I� e'CENTER OF % 1 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 I} / 23" I
7)DESIGN PRESSURES: I� -L j _�- - O.C. _
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 1j B' T L-•-►@ NO ANCHORS REQUIRED
ANALYSIS AND GLASS PER ASTM E1300. \ MAX. IN FLANGE FRAME SILL 3"MfJC. +— 6"MAX,O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33113%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. -f{ ESTED U N{•l- �.- f (TESTED UNf f
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE-
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRAGON NDA;£LCD CRETEFLEX NDA;ANSUAF&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........._.._...........» I
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES............2&3
VARIES, NOT RATED FOR INSTALLATION.FLANGE. ___4
SEE SHEETS 2&3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE ANCHOR QUANTITIES.................0
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
WIDTH -►( F"- WIDTH -►{ PARTS LIST..................................8
. —,:��� �.._-...---. _-.-•_� .___.._. PRODUCT REVISED
Mt plYinE with thtFloridt
BwTding m N
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c
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C
nS C d o Ib-x528.2 L
t l,bHEIGHT '-"^---• .._.-.. HEIGHT ���.�.O ••"•'•'' f,F 1iJJ 10!10/11 2010 Bs' MRertaod Dy: Data• RavtokmNo.63705 SGC 05/20/15 5th ed
Ery Dowtpllon: om"ft
GENERAL NOTES&ELEVATION J ROSOWSKI
"--- '— :'P ^•. STA EOF � Dana:
ffiL
E6UALITM PROV16wtoma AMWOPPRDVIEWM . anolusrffainuAlum Q •:, 1070 TECHNOLOGY DRIVE Tido:
••'• FtORtDA• (j�� N.vEN1cE.FL 34275 SINGLE HUNG WINDOW INSTALLATION 05111111
SS�ON�I- \` NOKOMIS'FL 1529 -34274
r/r SarkofModet: Seafo: Shoal: Drtdng Mo. Rar:
A. AN IL P.E. CERT. OF AUTH. X29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 B
REP 68705
t
TABLE 1:
TABLE 2:
Maximum 2 Design Pressure(lbshe)for Glass Type A, Fin&Flange Frame Monolithic Glass Types PRODUCT REVISED
Window Sash Hslghi A Ila'Anreeled as complying will,the Florida
Building Cada
Height' (see Figure A,this sheat) Maximum Window Width' B 1!8"Tempered A pi Pl�n D u -a i(p
19-118" 26-112" 33" 37" 41" 45" 49" 53-118" C 3116"Annealed
By-
23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55A 1 -90.0 +55.01 90.0 +55.01 -90.0 D 3116"Tempered Munni Aroduct
under 189116" +55.0, .90.0 +55.0, -90.0 +55.0 -75.2 +55,0 -65.5 +55,0 -57.3 +50,2 -50.2 +44.8, -44.8 +39.9 -39.9 E 1J4"Annealed
3T' 18-9116"(Equal Lite) +55.0 -90.0 +55.0' -90.0 +55.0 -84.2 +55.0 -74-5 +55,0 -86.5 +55.0 -81.0 +55.0� -57.7 +55.0 -55.0 F 114"Tempered
o'er i8 9/16" +55.0 -90.0 +55.0' -90.0 1+55.0 -75.2 +55.0' -65,5 +55.0 -57,3 +50,2 -50.2 +44.8 i -44.8 +39.91 -39.9
Y
under 15.718" +55.01 -30,0 +55-0 -87-1 +55.4 -73-4 +55.0! -63.8 +55.0 -58.8 +50.0 -50.D +44.81, -44.8 +40.01 150.0 � r
TABLE 3: _
3&318 15-7/8"thtu 19 3116"s +55,0 -90.0 +55.0, -90.0 +55.0 -78.-1 +55.0 68.0 +55.0 -58.5 +51.1 5#.1 +45.9 -45.9 +41,3; 151.3 Insulated Glass Types O � <?
Cn
19-1/4"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55A -82.7 +55.0 -72.6 +55.0 63.5 +55.0 -57.9 +54.2 54.2 +5t5 51.5 0
over 19-114" +55.0 -90.0 +55.0' -87.1 +55.0 -73.4 1+55.0 -63,8 +55,0 56.8 +50.0 50.0 +44.8 -44.8 +40.0' 110.0 G 118"Annealed,114"Airspace,1/8"Annealed G Z N
under 19-9116 a +55.0 .81.5 +55.0 -72.3 +55.p fi>1,3 +55.0 55.3 +50.5 50.5 +45.8 .45.8 +42.0( -42.0 +38.7{ -38.7 H 3H8°AOnealed.3116"Airspace,118"Annealed O S
45"
19-9/16"thtu 22518" +55.0 j -90.0 +55.0 1 -87.9 +55.0 -74.0 +55.0 -64.3 +55,01 -56.9 +50.1 1 -50.1 +44.8 -44.8 +40.4 -40.0 I 1te"Tempered,114"Airspace,118"Tempered g Q
22-9116"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.p, -?8.8 +55.0 68.1 +55.0 -58.5 +51.1 5i.1 +46.0 X8.0 +41.4, -i1.4 J 3116"Tempered,3116"Airspace,1!B"Tempered W W 5
over 22-9116' +55.0 -81.5 +55.0 -72.3 +55.0 51.3 +55.0' 55,3 +50.51 -50.5 +45.8 -45.8 +42.0 -42.0 +3B,7 -38.7 z�z z 00
under 20-118" +55.01 .71.e +55.01 -62.8 +55,0 -55,4 +50.3' -50,3 +45.91 45.9 +41.7 -41.7 +38.9' -36.9 +36.2 58.2 Q d LL-
49 2p 1t8 ihnt 24-112°a +55.0 -90.0 +55.0 -62.5 +55.0 -69.5 +55,01 -61.6 +55.01 -55,4 +49.3 -49.3 +44,6) 44.6 +40.0 -40.0 FIGURE A SASH U C) 3: CN
24-9116"(Equal Lite) +55.0 .90.0 +55.0 -90.0 +55.0 -76.4 +55,0 .66.5 +55.0 .57.8 +50,4 50.4 +45.01 -45.0 +40.# -40,1 CROSS SECTION Q go <
(WITH MONOLITHIC Z Z W Q
ober 24 9118" +55.0 -71.6 +55.0 t -62.8 +550 -55.4 +50.3 -50.3 +45.9 45.9 +41.7 t 41.7 +38.9 -38.9 +38.2 36.2 GLASS) W Z
under 20-13116" +55.0 -67.8 +55.0 59.9 +53,3 -53,3 +48,5 48.5 +44.1 -44,1 +40.2' 40.2 +37.6 -37.6 +34.8' -34.8
" F-
+
+ 2 +49.0 2 i 50-518" 20-13/16"thru2-11/16a +55.0( -896 +55.0 -80.3 +55.0 97,7 +55.0 -60,6 4 . Z
24-3/4"(Equal Lite) +55.0! -90.0 +55.01 -9D.0 +55.0 _75,4 +55,0 -65,7 +55.0 57.4 +50.3! 50.3 +44,9 114,9 +39.9 -39.9 l a N Z
oter 24-314" +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, 37.6 +34.8, 34.8 i o (L a
under24-15!16" +55.p -58.0 +d3.6 113.8 +41.9 -41.9 +39.# -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27,6 �i a g z W N
61" 24-15!18"lhru 30-518"s +55.0 -76.0 +55.0 96.0 +55,0 -57.4 +51.9 51.9 +47.41 -47.4 +43.2 j -43.2 +39.9 59,9 +37,3 37.3 li SASH I'--1 U -.21(f)
(!1 . fA
VISIBLE LIGHT ''gg
30-9116"(Equal Lite) +65.0 -87.9 +55.0 I -75.8 +55.0 -66,6 +55.01 -59.7 +53.5 53.5 +48.7 -48.7 +43,9! -43,9 +39.9 -39.9 HEIGHT i' HEIGHT rJj
over30-9116" +55.0 57.8 +65.0( 59,9 +63.3 -53.3 +48.51 40.5 +44.1 44.1 +40.21 -40.2 +37,61 -37.6 +34.81 -34,6
SASH HEIGHT-3.9/1x" it
under 25-314" +54,7 -64.7 +41.2 i 41.2 +40,3 40.3 +37.8 -37,8 +34,6 -34,6 +31.3 -31.3 +28.9 -28.9 +26.51 -26.5 j; a
63"
25-314"thru3l-518"a +55.0 -72.0 +55.0' fir3.2 +55.0' -55.7 +50.5' -50.5 +46.1' 46.1 +41.9 -41.9 +39,0 -39.0 +38.3 36.3
319116"(Equal LRS) +55.0 783.9 +5501 -71.7 +55.0 -64.8 +55.0 58,2 +52.4! -52.4 +47.9{ 47.9 +43,31 -43.3 +39.7 j -39.7 1 �" S
over 31-0116" +55.01 -67.8 +55.01 -59.9 +53.3 -53,3 +48.5, -49,5 +44.1 114.1 +40.21 40.2 +37.6 -37.6 +34.8! -34.8 �r-=C�
I
under 29-31W' +53.3, -53.3 +39,7, -39.7 +39.1 39.# +36.7 -36.7 +33,4, -33.4 +X31 30.3 +26,0 -28,0 +25.8 -26.8
73" 29-314"thN 36 5/8'a +55,01 -61.0 +52 8 -52,0 +48,2 48.2 +44.0 1 -44.0 +40.1 40.1 +37.0, -37.0 +34,1 -34.1 +31.4 -31.4
36 9(36"(Equal Lite) +55.0 -68,3 +55.0 -56.3 +52.1 -52.1 +51.5' -51.5 +47.0 47.0 +42TJ -42.7 +39,6 -39.6 +37.01 -37.0 - o
oter36-Sf16" +55.0 -67.8 +55.01 -56.3 +52,1 -52.1 +48.5 48.5 +44.1( 114,1 +40.2 44.2 +73 5 -37.6 +34.8 34.8
under 31-,' +53.3 -513 +39.7, -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28,0 -28.0 +25.8 -25.8
78" 31 314"thtu 39" +55.0 -58.3 +48,0 158,0 +45,2 45,2 +41.2 -41.2 +37.9 -37.9 +34,8 -34,8 +31.7 -31,7 +29.5, -29.5t' 33r'1
39-#116"(Equal Lite) +55.p 62.5 +50.6 -50.8 +46.3 -46.3 +45.2' 45.2 +44,21 154.2 +40.3' -4013 +37,7 -37.7 +34.9' -34.9
'Tip-to-till dimensions far Range windows shown.For fin windows or bunk dimensions,Subtract 1", 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118"
ANNEALED GLASS(TYPE A}.
Gtemll sash height.For clear daylight height,subtract 391161,
'Size range Includes the standard PoWlew(3 --2 configuration)for the giten Window Height. 2)FOR SIZES NOT SHOWN,ROUND OP 70 THE NEXT AVRIUIBLE WIDTH >:y i ,, e1 a o ku
OR HEIGHT ON � z:z "' NFr�.•: �d
For oterali sash width,subtract 2-16116"from the buck dimension.
¢
�.
TABLE 4:
TABLE 2:
PRODUCT REVISED
Maximum Design Pressure Qbs/ft2}for Glass Type 8-J, Fin 8 Flange Frame Monolithic Glass Types "_MPlYinswilh 1110 Flarld¢
Window Sash Heighe Building Code �1
A 118"Annealed ACceplance No Z'4
Height' (see Figure A,this sheet) Maximum Window Width' 8 118"Tempered ExPfm'nn Dau
10-116" 26.112`" 33" 37" 41" 45" 49" 53-118" D 3/10"Annealed DY
�4iwni ack Product Cmi
23" 11-9M8"(Equal Lite) +55,0 -90.0 +5510 I 90.0 +55.0 -90.0 +5510 -9Q.0 +55.0 -90,0 +55.0 94.0 +55,D -90,0 +55.0 -90.0 D 3118"Tempered
under 1&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 114"Annealed
37" 18-9118"(Equal Lite) +55.0 -90.0 +55,0'-90.0 +55,0 -90,0 +55.0 -90.0 +65,0 -90.0 +55,0 -90.0 +55,0 -81.1 +55,0 -73.4 F ifd"Tempered
offer 1&9/16" +55.0 -90.0 +55,0 -90,0 +55.0 -90.0 +55.0 i-90.0 +55,0 -90,0 +55.0 -64.3 +55.0 -78.0 +55,0 72.9 Y
under 15-716" +55.0 -90.0 +55.01 -90.0 +55.01 -90.0 +55,0 -90.0 +55,01 -88.5 +55.0 -81.8 +55,0 -75.0 +55.0 -68.5 to
_ TABLE 3: �
15718"thru19W-5
5.0 -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
38-316 Insulated Glass Types O O
19-1W(Equ5.0 -9p,0 +55.0 -OQ,D +55.0 r-90.0 +55,01-90.0 +55.0 -90.0 +55,0 -87.9 +55,0 -78.8 +5-5,0 71.2 t!) p
--I G 110"Annealed,1/4"Alfspace,1/8"Annealed 0 Z CD
osr 5,0 -90.0 +55.0'-90,0 +55.0 -80.0 +55.0 80,0 +55.0 -88.5 +55.0 -81.8 +55,Q -75.0 +55.0 -68.5 H 3ft6"Annealed,3!18"Airspace,118"Annealed a O Sunder 19 95.0( -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 � �46„ 99-9118"thru 5.0(-90.0 +55.p -90.0 +55.01 -9D.0 +55,0 -90.0 +55.0 89.1 +55,0 _7g,5 +55.0 -70.0 +55,0g;Di 1/8 Tamperod,1f4 Airspace,1/H"Tempered g�d 3116"Tempered,3/18"A[rspBoe,1!8"Tempered 2
22 9118"(Equ .0 -90.0 +55.0 90.0 +55.0 -00.0 +55,p_BD.fl +55.0 r 89.3 +55,0 -78.5 +SS.O� 70.0 +55. 83.4o1er22-91 -0 90.0 +55.0 -90,0 +55.0 80,0 +55.0' 86.5 +55.0 84.2 +55.0 -73.2 +55.0 66.3 +55.0,,59.7 Z Z °D
under2D 1!H" +55.01 -9in LL
0,0 +55101 -90.0 +55.0' -86.0 +5510 j-81,8 +55,0 -75.7 +55,0' -68.2 +55,0 -62.8 +55.0; 67.7 -- = Z
491 20-118"thm 24-1/Z'3 +55.01-90,0 +55.0 -90.0 +55,0 -90.0 +55,0 -90.0 +55.0 -84.8 +55,0 -74.2 +55.0 S5.9 +55.0 -59.1 FIGURE A:SASH 0 U -? y? 1 M
24-9118"(Equal Lite} +55.0, -90,0 +55.0, -9Q.0 +55.01-90.0 +55,0 -90.0 +55,0 -84.8 +55.0 74.2 +55,0 -65.9 +55,0 -59.1 CROSS SECTION O O m 0
(WITH I.G.GLASS) Z Z LU A N
oLer24-9/18" +55.0 -90.0 +55.0 90.0 +55.0 -H6.0 +55,0 -81,8 +55,0 75,7 +55.0 89.2 +55.0 62.6 +55.0 r 57.7 !Y Z
under 20.13116" +55.0' -9D.0 +55.0 -90.0 +55.0 53.5 +55,0'-79.1 +55.0 74.0 +55.0 -87.3 +55.0 -61.9 +55.0 -56.8 t- U) Z
2013118"thnr 2411116'' +55.0 -90.0 +55.0 -90.0 +55,D( -9Q.D +55,0 -90.0 +55,01-83.2 +55,0 -72.7 +55.0! -64.5 +55.01 -57.8 jl ij p a 0 i
505!8° :f I LU
24-3/4"(Equal Lite} +55.0 -90.0 +56.0 -90.0 +55.0 -00.0 t55.p t-9Q.0 +55.0 83.2 +55,0 -72.7 +55.01 84.5 +S6 0 5T.$ -tf�- j Ij `o LIr IL O
oter243l4" +55.0, 80.0 +55.0 -90.0 +55.0 -83.5 +5$,0 -70.1 +550 -74.0 +55.0 87.3 +55.0 81.9 t 55 0-50.8 ! ji �� `' Z w
under24-15!16" +55.0 87.9 +55.0 75.8 +55.0 65.7 +55,0 g2.3 +55.0 50.0 +55.0 58.5 +53,2 -53.2 +49,6 49.8 I �i I� J 2
81" 24-15118"thN 30518 3 ;55.01 87.9 +55.0' -75.8 +55,01 -74.1 +55,0 SH
74.1 +55.01-74.1 +55.0 -65.5 +55,01 57.5 +51.1 i 51.1 VISIBLE LIGHT j II HEIGHT `? to g1L1 Z
30-9116"(Equal Lite) +55.0 -87.9 +55.0 75,8 +55.0 74.1 +55.0 -74.1 +55,0 74.1 +55.0 -65.5 +55.0 57.5 +51.1 1 -51.1 HEIGHT II Ii a a 4 v}
oxer 30-9116" +55,0 87.9 +55.0 -75.8 +55A�-74,1 +55.0 74.1 +55.0 -74.0 +55A -65.5 +55.0 57.5 +51,1 -51.1 SASH HEIGHT-3.9116" ii II
under 2"4" +SS.D -83,9 +55.0 71.7 +55.0 -62.0 +55.0159.9 +55.0 -57,8 +54.6 -54.5 +51,3 -51.3 +48,3 -48,3 I' II N n N
63" 25514"thnl3l-518i3 +56,Q� 83.9 +55.D -71.7 +55.0 69.4 +55,0 -69.4 +55,0 -69.4 +55.0 -64.5 +55.0 -50.5 +50,2 -50.2
31-9/16"(Equal Lite) +55.0 -83.9 +55.0 71.7 +55,0 -69.4 +55A 1-69.4 +55,0 -69.4 +55.0 -64.5 +55,0 46.5 +50.2 -50.2 ;) 11
owr 31 9!18" +55,0 83.9 t55.0l 71.7 +55.0! -89,4 +55,0! •69,4 +55•Q -69.4 +55A -64.5 +55,0 56.5 +50,2 50.2 i' 1!
under 29-314" +55.0 -68,3 JOM,83
.3 +52.1, -52.1 +51.6,-51.5 +51,51-51.5 +51.5 51.5 +50,0 -50.0 +46.4, -46.4 Nita$ o
73"
29-3/4"that 38 5!8"a +55.0,t 5H,3 ,3 +52.fi 52.1 +51,5 -51.5 Is v
+51,5 51.5 +51,5 -51,5 +51.5 -51.5 +46,4 -46.4 02 z
U
36-9116"(Equal Lite) +55,0 j 5g,3 3 +S2.t(-52.1 +51.5 I-51.5 +51.5 51.5 +51.5 j -51.5 +51.5' 51.5 +46.4 I -46,4
over W9116.1 +55.0 66,3 3 +52,1 52.1 +51.5 St,S +51.5 51.5 +gt.5 -51-5 +51.5 51.5 +48,4 46.4 \tt>>>1j11 311rjf!
under$!-3110" +55.0, 82,5 .8 +46.3 -48.3 +45.2 -45.2 +45,0 45.0 +45,0 -45.0 +45.0 -05.0 +45.0 -45.0
79 31-314"thru39"3 +55.0 $2.5 8 +463 4g3 +45.2 -45,2 +45.4 -45.0 +45,0 -45.0 +45,0 •45.0 +45,0 -45,0 NOTES <4 •, 1/�y-Y ui
39-1116"(Equal Lite) +55,0 -82,5 .B +46.3 46.3 +45.2'-46.2 +45,0 1-46.0 +45.0 -45.0 +45.0` 45.0 +45.0 -45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
1 Tip-to-tip dimensions for flange windows shown.For On windows or buck dimensions,subtract 1". TYPES B-J.NOT APPLICABLE WITH 1/9'ANNEALED GLASS(TYPE A). `KO:
OLemll sash height.For clear daylight height,subtract 3.9116". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE WIDTH OR 1'.v 6 N 7!..
Z ui1
3 SIZe range Includes the standard Pro-View(&owr 2 configuration)for the given lMndcw Height. HEIGHT DIMENSION SHOWN ON THE TABLE. -.Y > 091 j
.gyp'•. d
For overall sash width,subtract 2-15118"flrom the buck dimension. {V
y� Oe.
A#,
CONCRETEICMU CONCRETEICMU
INSTALLATION DETAILS-FOR-FLANGE-FRAMES PER ANCHOR '
OPTIONALADDON 13 EMBEDMENT — PERANCHOR TYP.ANCHOR
REQUIREMENT REQUIREMENT TYPE
INSTALLATION FLANGE @ HEAD, 3 < EMBEDMENT AND
OPTION 1 SILL 8 JAMBS �' 114'MAX 41 27 EDGE DISTANCE
CURVED HEADER _ _ SHIM 61 PER SUBSTRATE,
10 SEE TABLE 5,
INSTALLATION INTO WOOD " --.. -- EDGE 12
2X,SEE NOTE 2,THIS SHEET. _-"'�-- /''� DISTANCE - THIS SHEET.
EMBEDMENT
TYP.ANCHOR
" EMBEDMENT
TYPE, -: 36 EDGE
�.. 114"MAX 114 EMBEDMENT Y --_— _ DISTANCE
SHIM MAX AND EDGE — = 24 .'
•ANCHOR TYPE, i. SHIM DISTANCE PER
TYP ...
3 ! SUBSTRATE,
EMBEDMENT ANO SEE TABLE S, -
1,465° j( EDGE DISTANCE II 1 THIS SHEET, 32 -
64
Ii PER SUBSTRATE. it 43 EXTERIOR INSTALLATION
SEE TABLE 5,THIS I INSTALLATION
i SHEET. OPTION 1 INSTALLATION L�� U OPTION 3
36
VISIBLE !! STRAIGHT HEADER OPTION 2 — VISIBLE VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT it INSTALLATION ONTO INSTALLATION FUCK WIDTH THROUGH 1X RiP
HEIGHT j� 61 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIPWIDTH
INTO MASONRY.
30 REQUIRED AT HEADER. INTO MASONRY. I-J(}{I7a..ONTAL SECTION A-A
!I 29 EGRESS FORMULAS
i 114'MAX.SHIM TABLE 5: EGtUAL-LlTE
#12 STEEL I Anchor Min.EdgO . ------J
41 SELF-DRILLING Group Anchor Substrate Min
Distance Embedment WIDTH:TIPTO-TtP WIDTH-4"
SMS(G5),SEE HEIGHT:TIP T0.TIP WIDTHt2.6-5116"
2.)51" c) TABLE 5,THIS A 1/4"410 SS CreteFlex UnOrouted CMU,(ASTM C•90) 1.314" 1-114°
SHEET 11
P.T.Southern Pine(SG=.55) 9116' 1-318
BUCK _ VISIBLE LIGHT FOFYMULA3
HEIGHT EXTERIOR USE EITHER. 1112 Steel SMS Aluminum,6083.75 min. 318" B"' (EQ LITE)
LATCH(#29)OR INSTALLATION Screw(G5) Steel Stud,Gr.33 min. Stir 0,0348(20 Ge)' WIDTH(SASH):TIP-TO-TIP WIDTH-5.1116"
BOTTOM LOCK• OPTION 4 A38 Steel 318" 118"' WIDTH{FIXED):TIP-TO-TIP WIDTH-4"
TfP-TO32 (#11).TESTED INSTALLATION _..1 B HEIGHT:(TIP-TO-TIP HEIGHT-7-Stt6")tL
HEIGHT i UNIT LOCATION: ANCHORS P.T.Southam Pine{SG=.55) 1" 1-3/8°
35 �! I! 6-518'FROM DIRECTLY INTO 1/4"410 SS CreteFlex Concrete(min.3.35 kst)
J I[54 VENT END. METAL. Ungrouted CMU,(ASTM 6"90) I-W4" 1.1/4„
IISIIBLEI�LIGHTII 7 --- 3 P.T.Southem Pine(SG=.55) 1" 1-318"
HEIGHT I! i! 34 DADE APPROVED MULLION, C 114"Steel IJiimcors Concrete{min.2.9 ksI} 1" 1-3181
ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM CSD) 1 2-112" 1-114"
11 STEEL STUD,SEE SUBSTRATE n •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
L PROPERTIES,TABLE 5,THIS SHEET, V
i NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS-ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.254' 31 20
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 CONSIDERED 1X INSTALLATIONS,2X
BUCKWOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER 1X AND 2X BUCKS PRODUCTREYLSED
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 complying with the Florida,
Building fodo
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. REP Aceeplmue No
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO f i t l I t I J 1 Rmrised 'ration"ie I
-�-` REFERRED TO AS DAYLIGHT OPENING)IS ���4ta`C LYNN lNl ���i By: Date: Revision: By,
(� r
• MEASURED FROM BEADING TO BEADING. .� ��'�� `10ENSF •.F� �� `�`� 101011 1 201 UPDATE Miami adc Froda0 ConUel ,;
114"MAX SHIM Revised By: Date: Revision:
No.58705 ' SC 05/20/15 TABLE 5
NO ANCHORS
REQUIREDIN CONCRETE PER ANCHOR
FLANGE �. Dra+tir By:
- — Descnpftan:
5 FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRAME SILL • "•+ REQUIREMENT ;•7 TE 0 ��'•<G1��
....z " _._—_._.�..__ ~���`C' DRIVE
"I ORIDI",-'ate`: 1 N�VICE, F1 TECHNOLOGY4275 Lille: Dols:
ti� �v VENICE.
Box 15294 SINGLE HUNG WINDOW INSTALLATION 45111111
VERTICAL SECTION BBB �?RtAL t` t NOKOMIs,FL 34274 Serres/Modet Scale: Sh"p Omwtny No, Rev.
A,LYNIJ MtER,P.E. CERT.OF AtliH. (}29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 B
P.E.#58705
INSTALLATION DETAILS FOR FIN FRAMESEDGE EDGE DISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE 114'MAXSHIM EDGE
EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE 1/4*MAX SHIM TYP.ANCHOR TYPE, DISTANCE
TABLE 6,THIS SHEET EMBEDMENT AND EDGE2X WOOD,SEE
INSTALLATION 2X WOOD,SEE NOTE 2.THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE, NOTE Z THIS
OPTION 5 EMBEDMENT EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
-ER J D,THIS SHEET HORIZONTAL SECTION.C-C
EDGE 0 6
C'�
CURVED HEADER EDGE W1
INSTALLATION DISTANCE DISTANCE 21XEE ITE 2, 26 41 27
ANCHOR(SCREW) THIS SHEET 61 t
THROUGH THE FIN 12 10 EMBEDMENT
DISTANCE
EDGE EDGE
DISTANCE j
T
EMBED
M- ENT
LL IWMAXSHIM
6
TYP.ANCHOR TYPE, 36
EMBEDMENT AND
1.465 EDGE DISTANCE 11 4 TYP ANCHOR TYPE,
PERSUBSTRATE, EMBEDMENT AND EDGE INSTALLATION
DISTANCE PER SUB INSTALLATION 4
SEE TABLE 6,THIS STRATE, OPTION 6
SHEET. INSTALLATION SEE TABLE 6,THIS SHEET. OPTIONS 32 6 INSTALLATION ANCHOR
SIB 36 �EXTERIOR (NAIL)THROUGH THE FIN
LIGHT OPTION E INSTALLATION 43 _r
HEIGHT 61 30 STRAIGHT HEADER ANCHORS CREW) --- VISIBLELIGHT WIDTH
THROUGH THE FIN
I INSTALLATION ANCHOR BUCK VVIDTI EGRESS FORMULAS
11 29 (SCREW)THROUGH THE FIN 44
(EQUAL-LITE?
41 MULLION SECTION t WIDTH:BUCKWIDTH-3'
HEIGHT;SUCK HEIG4=-5-13116!
DADE APPROVED MULLION,MAY BE
EXTERIOR INSTALLATION VERTICAL OR HORIZONTAL.MAX VISILE LIGHT FORMULAS
114•SHIM.
SEE SUBSTRATE
2,751* USE EITHER OPTION 7 PROPERTIES,TABLE 6,THISSREET. (EQUAL-LITE)
SUCK LATCH 1#29)OR INSTALLATION WIDTH(SASH):BUCK MOTH-4-ITIS'
HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED).BUCK WIDTH-3-
(#11).TESTED THROUGH THE FIN 114°MAX.SHIM EXTERIOR 6 HEIGHT:(BUCK HEIGHT-6.1116')12
35 UNITLOCATtON,
6-5J8.FROM WITH FIN
64 VENT END. 910 STEEL REMOVED
SELF-DRILLING TABLE B:
VISIBLE 17
7 SMS(GS) MIR,Edge Min.
HEIGHT Anchor Substrate
34 Distance Embedment
11
2-1121 x.113"Box Nall P.T.Souffiem Pine(613= 55) 1w 2-711T
EXTERIOR 2-112"x.131"Common Nall P.T.Southem Pine(SG- 65) 9/16, 2-7119'
TL2-112"X.145-Roofing Nall P.T.SoWhem Pine(SG=.55) 9116" 2-711el
43 V1 P.T.Southern Pine(SG-,65) 314" 1
2.254' 20 311 ALUMINUM/STEEL FRAMING OR STEEL #10 Steel SIMS Screw(GS) AlumIntun.605345 Wa. 318" 11811
STUD.SEE SUBSTRATE PROPERTIES. Steel Slud,Gr.33 min. 3/8" 0.036 1 pRODUCT REVISED
TABLE 6,THIS SHEET. I
5 NOTES A36 Steel 310" 118" wiplying wish(be F1011"
1)USE ONLY SUBSTRATE %jjej1A1V)MUMOF3 THREADS BEYOND THE METAL SUBSTRATE. wilding Code
0
V4'iMAXSHW APPROPRIATE ANCHORS LISTED Ex IiORD�ft
I R";.d W. Nto.' Revision: Ti
ON TABLE 6 OF THIS SHEET.
T A
YP. NCHORTYPE, FOLLOW EMBEDMENT AND EDGE JJ 10/10/11 NO CHANGE
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY -Z* • RoWnd W. Date: Rffidmll
DISTANCE PER SUBSTRATE, ICE INSTALLATION OPTION SHOWN No.58705
SEE TABLE 6,THIS SHEET. MAY BE USED ON MY SIDE OF THE =
SC 05/20/16 NO CHANGE
DISTANCE NSCApff".
INSTALLATION 2)2X WOOD FRAMING OR BUCK, 01 z FIN FRAME INSTALLATION DETAILS J ROSOWSKI
EDGE WINDOW. '7 j
I-1W THICK OR GREATER.
INSTALLATION ANCHOR 1070 TECHNOLOGY DRIVE Tft: 001w
33
1A rEKOF
OPTION 6 EMBEDMENT -�!�
N.VENICE,EL 34275
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT SINGLE HUNG WINDOW INSTALLATION 05111/11
(ALSO REFERRED TO AS DAYLIGHT 70NAL i�� P.O.BOX 1529
OPENING)IS MEASURED FROM '1111IJ10,"N NOKOMIS;FL 34274 Ser"1111.dak IN00mg no. j?ft
VERTICAL SECTION D-D BEADING TO BEADING. AL LYNN MILLER.Prz, — 111-1711
PIEN 58705 F CERT.OF AuTH.#29296 SH-200 NTS I 5OF8 M -SH20
0& Z� z:: Z, in BE C;
N co X
MO
m- x I m f
g",
2
0)cn 0
f MO
.-1,t 6
IL Als a a
M 3.- 0 1 . ':
x &M >
M
C,
C 05, a
0 O go �z .1, EL .1" N W41 A. . . N N N N N N N N N N N N .1. N Above MR
z m G)
m N . . . . Below MR
H >
- Above MR
-T
C, a;, 3! 15 CZ .3
Below MR
z W . . . . . . . . . . . . . . . . . . . . . . . . Above MR 0
z T sk
0 m 9
. . . . . . . . . . . . . . . . . . . . Below
- - - - - - - - - -J. �j Above MR
:c rn
m m . . . . . . . . . . . ro
�Q m a a . . . . . . . . . . . . . . . I.I Below MR >
m . . . . . . . . . . . . . . . . .
O -1 Z
aZl
0
z O M . . . . . . .1.1. . . . . . . . . . N N N N N N N Balaw
MR
H- - - - - - - - - -
W
333
N - - - - - - - - - - 1.1 Below MR
.i. . . . . Above MR
B
I
. . >
. . . . . . . . . .. - -- - 1-1. . . . . . . . . . . . . . . . Above MR
. .11111. . . N . . N N . 0 N W A . .I. . . N . . N N . . . N N W N Below mik
. . . . . . . W - - - - N N N1. N . . . . . N . Abcv*MR
. . . . . . . . . N N W N N W W N N . . . . . . . . . . N N N N N N N BeIMMR
. . . . . . . Above MR
. . . . . . . . . . . N . . W N a w N N W N W N N N BelcwMR > ;Q
. . . . . . . Abaft MR 30 c
. . . . . . N w N N N w N Bkm MR
. . . . . . . N W W N f N W ,;N N N W N N N N Above MR
NNWNNNAWpN
NNNNNN
7, 1a1. .1.1N Above MR m
- - - - - - - - - -
BABe
WnDC9vVagDnmpW3
.. . . . . . . . . . . . . . . . .. BlcvvMR
Above MR 0
. . . . . . Below MR
1-U
m
. . . . . . . . . . . . . . Above MR
0 . . . . . . .
N . . . . . . . BelowMR
Above
mmAg= I- -- - —
� m— . . . . . . . . . . . Below MR
m >
c
Above MR
m Z;o . . . . . . - - - - - - - - - - - - -
m m 0;0
0 z
Z413 . . . . . . . . . . . . Ea,lmMR
0 . . . . . . . . . . . .
x - - -- - - - A1.,Above MR
. . . Below MR
Above MR
. . . . . . . . . . . MR
.1" Below
. . . . . . . . . . AboveMR ;0
. . . . . . . . . . . . . . Below MR
. . . . . . MR 0
Below MR
. . . ... . . . . . . . . . . . . . . Above MR
. . . . BelmMR s�
Z. . . . . . . . . w N Above MR 4)
. . . Below MR
>
M
7-Ti
[.WW
Be-MR
MR
__.R
Abov
�MR
Be .
MR
m x= - '--e...1
Rop qQ
0=1
101,
qzm ----------------
M
0
m
Revised gr� W Revision. Drown BN erm>
JJ 10/10/11 NO CHANGE i OSOWSKI R2
D-te.,
§pq 9
% Z
No.56705 SC 05/20/15 NO CHANGE 06/11/11
ANCHOR SPACING
Q STATE or 1070 TECHNOLOGY DRNE rtW
"'...LORI??.'' N.VENICE� FL 34275
.S, ... R!?!�-,, SINGLE HUNG WINDOW INSTALLATION
P.O. BOX 1529
/afqAL NOKOIAS:FL 34274 Sef*s1,vrdv1. Is"am, I Sh#&L. Dr i;;. Rov,
kitlyNNimijuai.P.E. CERT. OF AVrH. #29 SH-200 I NTS 1 6 OF 8 MD-SH200-011 B
PRODUCTREVISED,
m complying will.the Flarida
13"1"" CAcceptauc '0
ANGLED/CURVED ANGLED/CURVED
FRAME FRAME Dy
ASSEMBLY 90'CORNER ASSEMBLY
(D 84°CORNER FRAME
FRAME ASSEMBLY
ASSEMBLY
,A 3
0 is o
2i 1 21
z q
0
l"WEEP150 51
NOTCH@ NOTCH@ 1 6 175 F<-
EACH END EACH END LLJ w 0
2 (5 C.9 0) <1
T 1; 00
:5 z EL
so FLANGE FRAME :c X 0
5.0 51 MITERED FRA E �,NE (D
WITH FRAME EREDFRAMS stiowN.-I 0 0 0 1
FRAME SIWLA5,,,.�Aewl
—SCR WITH FRAME z
SCREWBOSSES
WELDS AT
ca z
m § 1 z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR Lu
z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL
Lu W
Z x co
0 z
A0
la,NOM, lw NOM.
GLASS STACK GLASS STACK
1141 AIRSPACE 3196'AIRSPACE
i/8'ANNEALEDOR 3116'ANNEALED OR 1/4'ANNEALED OR "ANNEALED OR 3 &ANNEALED OR Q
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED CLASS 118'ANNEALED,OR PERED GLASS 1/8*ANNEALED OR
/61 62 TEMPERED GLASS TEMPERED GLASS
li,v-"� -)-- 43 z
40 f Al 1 (42 163 II n43 64 62
3/8"Num, 31W NOM. 318 N 3W MOM. 40. -
% GLASS SITE I CLASS SITE a
LASS SITE
G SITF GLASS SITE al i
36 36
36 36 36t 33 32
Ly
m
z -8
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&0w
GLASS TYPES E&F GLASS TYPES 6&I GLASS TYPES H J
qp
Item PGT PGT Part# Description
# Dwg.# z.Doo
1 2703E 62703EW Flange Frame Head _
2.000' � .982"
2 27518 62751BW Flange Frame$ill z3s• —►I --•0.06
3 2781 62781W Flange Frame Jamb .osz' -f oer t.tz5
4 2713 62713BW Integral Fin Frame Head 2.600' � .050°
.� 2.000'
5 2714E 62714EW Integral Fin Frame Sill 050'
6 2782 62782W Integral Fin Frame Jamb 869' so0^�— osz'
7 2705 62706DW Sash Bottom Rail 062. -05°' - 062 669
" +
.062° _� .500, .062° — .062" —�-
8 2707 62707CW Sash Top Rail f— .os0' I�
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAO # I.— 2 058 050 662 —�
10 2709 62709CW Sash Side Rail 6063 TB ALUM NUM I
FLANGE FRAME SILL O FLANGE FRAME JAMB O]NTEGRAL FIN FRAME HEAD
11 27406 742740AW Sash Bottom Lock 01. 6063-T6ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 1 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 _ _ ,976"
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056° 3.225'
I 1.1ar
22 1270 7PA0118 Open Cell Foam Pad 050- —I 1.125 �{ .050 r 050•
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC •062'
f 1.807^ 1.e9e•
24 4066 64086G Wstp.,187 X.230 Fin Seal � 2.000• .oa2"
25 2784 72784W Sash Side Rail Gasket,Polyethelyne 9rs'I 050' 1.229 .050•
26 1078 7121 UM Balance Take-out Clip1.125- 050° 062 ADDON FLANGE
I 975- 1 .062':j � 13 6D63-T6 ALUMINUM
27 Varies per Size Balance .050• 1
28 2711 4280OW Sash Cam,Nylon .926 0ez° —mil
29 1096 71096W Sweep Latch,21nc 2TEG 050' �� L -
30 1016 7858W W #8 X.625 Ph.FI.SMS Latch Screws n INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMS �\SASH BOTTOM RAIL O SASH TOP RAIL
\J 6°63.76 ALUMINUM 6 6083-T6 ALUMINUM x6063-T6 ALUMINUM 6083.76 ALUMINUM
31 1267 71267N Setting Block 116"x 112"x 1",EPDM
32 6DURAK316 Duraseal-3116" �I .osz"
33 6DURAK14 Duraseal-1W
.asz• —
34 Sash Bottom Lock Spring .865•
35 Screen Cloth,Fiberglass E ri 1.562• 1,1er
� — .039' .826'
36 Dow Coming 899 Silicone Glazing Sealant 062' I oso I— �
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40 1625 616258 Glass Bead(1/8"Glass)
41 2719 62710B Glass Bead(3/16"Glass) —` 926' fM .osz- �- 1.1sr
--�{ 1.010•
42 1263 612638 Glass Bead(114"Glass) O FIXED MEETING RAIL O SASH SIDE RAIL O SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT REVISED
43 1253 6VT48B Glass Bead(I.G.) ° 6063-T6 ALUMINUM 10 6063-T6 ALUMINUM t1 8063-T6 ALUMINUM 6063-T5 ALUMINUM as mmplyingwilh lire Florida
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50 781 PQA #8 X 1"QUAD Pn SMS I�Idwl
ooce 10*, ,,51 781PSTX #8 X T'Sq.Pn Twin Fast SMS-410 S.S. I LYNN �� Revised W. vete: Re bfm52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Zinc �` �0?..�E......4 ' 10/10/11 NO CHANGE ��t ade
53 1186 781LHPQX #8-15 x 1 LH Twin%st Screw Zinc(S.S.) Q�;' ReWeed By, Date: Rewslon:
54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS 'T No.58705 SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel it = ® D.Scdpllon: vmnn sy
60 118"Annealed or Tempered Glass '(� s7Tl Lu� BOM&PART DETAILS J ROSOWSKI
61 3116"Annealed or Tempered Glass O =�, 1070 TECHNOLOGY DRIVE 71de: Dos'
62 114"Annealed or Tempered Glass ';c FtoR'oP'' Gam; N.VENICE, FL 34275
�,FSgC�,� P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
63 1/8"-1/4"Alr-1/8"An.or Temp.I.G. �,, 1 NOK060S, FL 34274 Serlea/Modal: Scare: Sheet• D Ming No. ReB
64 1/8"-3/16"Air-3116"An.Or Temp.I.G. a.LYNNthILIER,P.E. CERT. OF Aum. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01
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