HomeMy WebLinkAboutProduct Approval IfS
ST,LUCIIEC COUNTY DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED 19
DATE1=1415-7—L 6
PLANS A�iNP PE 'MUST BE i P ON."OB
OR NO INSPECTION WILL BE MADE.
M IAM I•D1ADE MIAMI-DADE COUNTY
MS. 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.miamidade.eovkconomv
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 `u aww, ;;'aluminum$mglehung*W- o��rj—N.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 I and evidence page E-1,as~veil as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
UAUE COUNTY, NOA No. 15-0528.22
MIAMI-
Expiration Date: September 01,2016
7 j 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 I
through 8 of 8, dated 05111/11 with revision B dated 05/20/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 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 ahuninurn
single hung window,prepared.by Fenestration Testing Laboratory,Inc.,Test Report
No. FTL-6479, specimens I thi u 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-51h
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
I.- Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
I 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.1., approved on 12/08/11 and expiring on
09/01/16. Vt7,f11 I
Nfinue rez,
L
Product Contro xammer
NOA No.15-0528.22
Mpiration Date: September 01,2016
Approval Date: August 06 2015
B-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
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -- 63-118"TIP-TO-71P WIDTH �-
52-1/8'GUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118'BUCK WIDTH _ 49.1/8'
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4g_1/8' VISIBLE LIGHT
REQUIRED IN VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE 9'
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&8,SHEET 4&5. FRAME HEAD -`B _f_ 3'MAX. �-- —
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A —i— C
1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 35-1/2' 4
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS 8'MAX.FROM �--- ----------- VISIBLEL.— ----------- 35-112'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF / . _ VISIBLE
MEETIN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 21 �
/ LIGHT
G 78' / LIGHT
MAX.O.C.
RAIL / TIP-TO 6'MAX.O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL _ HEIGHT -- _—
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING - ----_ - -- A 77' O
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK
OF THESE INSTRUCTIONS. _ HEIGHT / C
8'MAX.FROM BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF I / 1 / HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING —1 /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL / 23'
1 MAX.O.C. 1
7)DESIGN PRESSURES: 1 _— ----- 1. --- --—A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM --
E1300. }T ID
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J '—'-�B NO ANCHORS REQUIRED 3.MAI.
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL )+— 6'MAX.O.C.
HREQUIIRED DESIGN PRESSURE..THE 331/3%STEBEEN INCREASE NOT EN US D IN THE DESIGN OF TO
THEE AN CHO RAGE METHODS 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-6470;ELCO ULTRACON NOA;ELCO CRETEFLEX NOAH 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 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,MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES.................8
I.—
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................8
PARTS LIST...................................8
I_- WIDTH WIDTH
-- i--- = I PRODUCTRGVISE
/ / as amplin C dWiN the Florida
Dailiing Coda
Accaplance No '
. .. ,. // Revised By. Dale: Revision:
Bt<'re0a Dela
o�`y NN�'i<t �'', 10!10/11 2010 FBC NOTE Br
HEIGHT —
TABLE 1: TABLE 2:
: Monolithic Glass Types PRODUCT REVISED
Maximum Design pressure(lbsi[ )for Glass Type A, Fin&Flange Frame ns cnmplyinp0h the Flarida
Window Sash Helgt2 A 11a"Annealed 11111018 code
Height' (sea Figure A,this sheet) Maximum Window Width' 0 1/8"Tempered Ac<cplancoNo_ -G19$.�2
'pir ti nDua 1(
18-1/9" 26.112" 33" 37" 41" 45" 49" 53-118" C 3116"Annealed
By
23° 11-9118"{Equal Lite} 755.0 -80.0 +55.0 �O.O +55.0 -94.0 +55.4 -90.0 755.4! -90.0 +55.0 -94.0 +55.0 -80.0 +55.0 -90A D 3/16'Tempered Miami adaProdeet
under 18-9116" +55.0 -90.0 +56.0 -90,0 +55.0 -76.2 +55.0 -65.6 +55,0 -57.3 +50.2 -50.2 +44.8 44.8 +39,9 -39.9 E 114"Annealed
37" 18-9116"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -84,2 +55.0 -7q.5 +55.0 -66.5 +55.0 -61.0 +65.0 -67.7 +55.0 -55.0 F 114"Tempered
over 18-9/161, +55.0 -90,0 +55.0 -80,0 +65.0 -75.2 +55.0 -65.5 +55,0 -57.3 +50.2 -50.2 +44.8 -44.8 +38.9 -39.9
under 15-7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55,0 -63.8 +55.0 -56,8 +SOLO -50.0 +44.8 -44.8 +40.0 -40.0 T
a TABLE 3: x-
38.318" 15-718"thru 19-3/16" +65.0 -9D,0 +55.0 -90.0 +55.0 -78.7 +55,0 -68.0 +55,0 -58.5 +51.1 -51.1 +45.9 -45.9 +41.3 -41.3
Insulated Glass Types Q ,
191/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.8 +55.0 463.5 +55.0 -57.9 +64,2 -54.2 +51.5 -51.5 Vy l� O p
oter 18 614" +65.0 -90.0 +55.0 -87,1 +65.0 -73.4 +55.0 -63.8 +55.0 -66.6 +50.0 -50.0 +44.8 -44.8 +40.4 .40.0 G 1!8"Annealed,1!4"Alrspaca,1!8"Annealed Q & Z
under 18-8115" +55.0 -81.5 +55,4 -72.3 165.0 -61,3 +55.4 -65.3 +50,5 -50.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 H 3116"Annealed,3/16"Airspace,1!e"Annealed 0 �
45"
19.9/18"thru 22-5/8"a + 55.0 -90.0 +55.0, -87.9 +55.0 -74.0 +65.0 -84.3 +55.0 -56.9 +60.1 -60.1 +44.8 44.8 +4p,0 40.0 I 118"T6mpered,1!4"Airspace,118"Tempered D
22-9/16"(Equal Lite) +55,0 -90,0 +55.0 -90.0 +55.0 -78.8 +55.0 468.1 +65,0 -58.5 +51,1 -51.1 +46,0 48.0 +41,4 -41.4 1 3116"Tempered,3116"Alrspace,118"Tempered Lli LLI
LL
oter 22-9116' +65.0 -81.5 +55.0 72.3 +55.0 51.3 +55,0 -55.3 150.5 t 54.5 +45 8 45.8 +42.0 42 0 +38.7-38.7 Z Z !- 00
under20.1l8" +65.0 -76.8 +55.0 -62.8 +55.4 -55.4 +60.3 -50.3 +45.8 -05.9 +41.7 -41.7 +38.9 -36.0 +38.2 -36.2 � S = Z O
201/8"thru 24-1/2°a +65.0 -90.0 +55.0 -82,5 +55.0 -69.6 +55.0 461.6 +55.0 -55.4 +49,3 -49.3 +44,6 -04.6 +40.0 -40.0 U U $N
49' FIGURE A:SASH a /A
24-9/16"(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 1+45.0 -46.0 +40.1 -40.1 CROSS SECTION Q Q Q Q
((WITH MONOLITHIC Z Z LL) O
over 24-9118" +55.0 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -%3 +45.9 -45.9 +41,7 -41.7 +38.9 -38.9 +36.2 -36.2 GLASS) SS a� Z U
under2D-13118" +65.0 $7,8 +65.0 -59.9 +53.3 -53.3 +48.5' -08.5 +44.1 -04.1 +40,2' 40.2 +37.6 U)
-37.6 +34,8 -34.8 _ r u7 Z
50518" 20.13118"thin 24-11/18"a +55.0 -89.6 +65.01 -80.3 +56.0 -67.7 +55.0 .60.6 +54,2 54.2 +49.0 -49.0 +44.2 -44.2 +40.0 -40.0 �li (A Ue
LLJ
24-3/4'(Equal Lite) +55.0 -90,0 +55.0 -80,0 +55.0 -75.4 +65.0 55.7 +55.0 -57.4 +50.3 -50.3 +44.91 •44.9 +39.9 -39.9 Z
over 24-314" +65,0 57.8 +55,0 -59.9 +53.3 53.3 +48.5 -48.5 +44.1 -44,1 +40.2 -40.2 +37.6 -37.6 +34.8 -34.8 C3 C' Z 6
under 2415/18" +55.0 -b8.0 +93.0 43.8 +41.9 •41,9 +39,1 -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 �I J
61" 24-15116"thru 30.5/8"a +56.01 -75,0 +55.01 -68.0 +55.0 57.4 +51.9 -51.9 +47A -47,4 +43,2 •43.2 +39.9 -39.9 +37.3 37.3 VISIBLE LIGHT �I SASH -� U to Ur �U�.
30-9116"{Equal Lite) +55.0 -87.9 +56.01 -75.8 +55,0 56,6 +55,0) -59.7 +53.5 -53.5 +48.7 -48.7 +43.9 -43.9 +39.9 -39.9 HEIGHT '� HEIGHT (!) WCi a
atter 30.9116" +55A I 467.8„ +55.0 59,9 +53.3 53.3 +48.5 -49.5 +44,1 -44.1 +40.2 40.2 +37.81 -37.6 +34-8 -34.8 SASH HC i-�•9lt6' Ij 8 di
under 25-314" +54.7 -54.7 +41,2 -41,2 +40.3 -40.3 +37,0 -37.8 +34.6 -34,6 +31,3 -31,3 +28,9 -28.9 +2$.5 -26.5 ® n
63" 25.314"thin 31-518"1 +65.0 -72,0 +65.0 53.2 +55.0 55.7 +50.5 -50.6 +48,1 -46.1 +41.9 -41.9 +39.0 »39.0 +36.3 -36.3gA I� ,,rr`+
31-9/16"(Equal Lite) +55,0 83.9 +65.01 71.7 +55,0 -64.8 +55.01 -58.2 +52,4 -52.4 +47.91 -47.9 +43.3.7Z.3 +39.7 -38.7 jl m A
owr 31-9716" +55.4 57.8 +55A -59.9 +53.3 -53.3 148.5, 48.6 +44.1 44.1 +40.2! .40.2 137.8 -37.8 +34.8 34.8 jl $r l
under 29 3/q" +53.3 53.3 +39.7 -39.7 +39.1 39.1 +38.7 -36.7 +33.4 •33.4 +30.3 30.3 +28,0 -28.0 +25.0 -26.8 (
d
73" 29-3/4"thru 36-518"3 +55.0 51.0 +52.0 52.0 +48.2 -08.2 +44,0 -44.0 +40.1 -40.1 +37,0 -37.0 t34.1 -34.1 +31.4 -31.4 j{ g= z
35-9/16"(Equal Lite) +55,0 -88.3 +55.0 -56.3 +52.1 -526 +51.6 -61.5 +47.0 -47.0 +42.7 -42.7 +39.6 -39.6 +37.0 -37.0
o4er368/18" +65,0 47,8 +55.0 -56.3 +521 -62.1 +48.5 48,5 +44,1 -44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34.8
under 34314" +63.3 -53,3 +39.7 59.7 +39.1 -39,1 +36.7 -36.7 +33.4 •33.4 +30,3 -30.3 +28.0 -28.0 +26.8 -26.8 J ttti I I t 1 r 1 rr
78" 31-314"thru 39"' +56.0 -58.3 +48.0 -08,0 +45.2 -05.2 +41.2 -46.2 +37.9 -37.9 +34.8 -34.8 +31,7 -31.7 +28.5 -29.6
39.1!16'{Equal Lite) +55.0 62.5 +54.8 -50.$ +46.3 46,3 +45.2' 45.2 744.2 44.2 +40.3 40.3 +37.7 -37-7 +34.9 .34.8 NOTES
�.
1 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/B-
Tlp to t!p dimensions for flange windows shown.For fin windows 0r buck dimensions,sUblraat 1", ANNEALED GLASS(TYPE A).
2 Owrall sash height,For clear daylight height.subtract 39/18". '� w a a
a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH ;y m X c4 a klij
Size range InCIUdeS the standard Pro-View(3 41eM12 configuration)for the giLCn Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. Z:Z `n N
l••,V� L :�dC
For owralt sash width,subtract 2-15118"from the buck dimension.
if lye:
TABLE 4: TABLE 2:
PRODl1Cr REVISED
2 Monolithic Glass Types ns cnu,plying,viih lho FimraA
Maximum Design Pressure(lbs/ft)for Glass Type B-J, Fin&Flange Frame Bu;laing Coad
Window
Sash Height A 1/8"Annealed AcccP,ance
1 (see Figure A,this sheet) Maximum Window Width' E`F""'•""D""
Height B 1/8"Tempered
19-118" 26-1/2" 33" 37" 41" 45" 49" 53-1/e" C 3116"Annealed ny
Miami "dc ProduNCw
23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 I -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 -76.0 +55.0 -72.9 E 1/4"Annealed
3T' 18.9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -90,0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered
over 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 Y m
under 16-7/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
15-718"thru 19-3/18"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2
36-3/e" Insulated Glass Types o 0
10-114"(Equal Lite) +55.0 -80.0 +55.0 -80.0 +55.0 90.0 t55.0 -90.0 +55.0 -90.0 +55.0 87.8 +55.0 -78.8 +55.0 -71.2 G 118"Annealed,1/4"Airspace,1/e"Annealed O
over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 0' Z N
H 3/16"Annealed,3/16"Airspace,1/8"Annealed O Z
under 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 155.0 -118.5 +55,01 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 ;59.7 �
1 1/8"Tempered,114"Airspace,1/8"Tempered 1 d
19-9/16"thru 22-5/0"' +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +55.0 -79.5 +55.01, -70.0 +55.0 $
45" J 3116"Tempered,3/16"Airspace,118"Tempered W W --I �M
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 (fir Ur Q
over 22-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 50.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 Q Q U) co
� LL
under 20-1/8" +55.0 -90.0 +55.0 -90.0 +55.0 -e6.0 +55.0 -61.6 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 2 = O
48, 20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH U U � M
CROSS SECTION O O lb O
24-9116"(Equal Lite) 1+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 -65.9 +55.0 -58.1 (WITH I.G.GLASS) Z Z W p
over 249116" +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 s Z
under 20-13116" +55.0' -90.0. +55.0 -90.0 +55.0 -93.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 -56.8 C
W
Cn
505/8" 20-13/16"thru 24-11116"3 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -63.2 +55,0 -72.7 +55.0 54.5 +55.0 -57.8 ill N Z
24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.01, 54.5 +55.0 57.8 d = o0
over 24-314" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -78.1 +55.0 -74.0 +55.0 67.3 +55.0 81.8 +55.0 -58.8 ji �� Z W N
under 24-15118" +55.0 87.9 +55.0 -75.8 +55.0 85.7 +55.0 52.3 +55.0 -60.0 +55.0 56.5 +53.2 -53.2 +49,6 49.6 III Ij
24-16116'thru 3D-5/8"' +55.0 87.9 +55.0 -75.8 +55.0' -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 $5.5 +55.0 -57.5 +51.1 51.1 VISIBLE LIGHT jl Ij HEIGHT t%)SASH 0 W Z N
61 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 -85.5 +55.0 -57.5 +51.1 51.1 HEIGHT iii li s n� O 1 (q
over30-9/16" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 55.5 +55.0 57.5 +51.1 51.1 SASH HEIGHT-3-9/16• ill I�
under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 -51.3 +48.3 -48.3 iii jl ® N N
25-3/4"thru 31-516"3 +55.0 -83.9 +55.0 -71.7 +55.0 -89,4 +55.0 59.4 +65.0 -69.4 +55.0 54.5 +55.0 -58.5 +50.2 -50.2 i t I N A LID '
63" l II ����
31-9118"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 •89.4 +55.0 -89.4 +55.0 -64.5 +55.0 58.5 +50.2 -50.2
over31-9116" +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.01 -69.4 +55.0 -64.5 +55.04 -56.5 +50.2 -50.2 11111 >>1Zo o
under 29-314" +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 ABA
nz z
29-314"thru 36-5/8"3 +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 -48,4
73"
36-9116"(Equal Lite) +55.01 -68.3 +55.0 -56.3 +52.11 -521 +51.5 -51.5 +51.5 51.5 +51.51 -51.5 +51.5 51.5 +46.4 -46.4
over36-9/16" +55.0 -69.3 +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 vvvvlllltllrlirr
under 31-3/4" +55.01 -62.5 +50.8 50.8 +46.3 46,3 +45.2 -45.2 +45,0 -45.0 +45.0 -45.0 +45.0 A5.0 +45.0 -46
78" 31-3/4"thru 39"' +55.0 -62.5 +50.8 50.8 +46.3 +48.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 NOTES 4�.•' u
,d
' 39-1/16"(Equal Li +55.0 52.5 +50.8 50.8 +q6.3 48.3 +45.2 45.2 +45.0 -45.0 +45.0 45.0 +45.0 -45.0 +45.0 45.0 TYPES B-IJ.NOTE FOR
CABLEALL INDOW WITH 118'ANNEALED G AZEEDGLAS(TYPEETH z y GLASS 0'•:4-W
Ti to-ti dimensions for flan a windows shown.For fin windows or buck dimensions,subtract 1". m c4.r o;Z
P P 9 = z•w n 4. Diu
2 Overall sash height.For clear daylight height,subtract 3-9116". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR;j V o T i a
3 HEIGHT DIMENSION SHOWN ON THE TABLE. '•,,>
Size range Includes the standard Pro-View(3-0ver-2 conlIguration)for the given Window Height. �O d
For overall sash width,subtract 2-15116"hum the buck dimension.
'�/lu 1111,1,E
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEICMU
�—"- PERANGHOR PER ANCHOR '
OPTIONAL ADDON EMBEDMENT TYP.ANCHOR
INSTALLATION FLANGE@HEAD, 13 `� REQUIREMENT REQUIREMENT TYPE
OPTION t SILL&JAMBS 3 EMBEDMENTAND
CURVED HEADER ___ 1/4'MAX 41 z7 EDGE DISTANCE
INSTALLATION INTO WOOD EDGE SHIM 12 51 10 PER SUBSTRATE,
2X,SEE NOTE 2,THIS SHEET. "�- �- DISTANCE SEE TABLES,
�--- '� THIS SHEET.
~� EMBEDMENT �� - - -- -
TVP.ANCHOR
� 36
� -i1/4"MAT( MAX EMBEDMENT EMBEDMENT
EDGE
SHIM - SHIM AND EDGE --- ------ :' DISTANCE
3 TYP.ANCHORTYPE, I DISTANCE PER -- _- - _-- 24 '•
EMBEDMENTANO I{ SUBSTRATE,
1,465" II EDGE DISTANCE I� 1 SEE TABLES, 32 --
-._� ,II PER SUBSTRATE, {t THIS SHEET. 43 64 EXTERIOR INSTALLATION
SEETABLES,THIS I� INSTALLATION
}! 35 SHEET. OPTION 1 INSTALLATIONfel OPTION 3
VISIBLE II STRAIGHT HEADER OPTION VISISLF '^4TSMIDTH INSTALLATION ANCHORS
LIGHT li 81 INSTALLATION ONTO INSTALLATIONL BUGK WIDTH - THROUGH 1X BUCKSTRP
HEIGHT II WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
j' 30 REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A-A _
ti 29 EGRESS FORMULAS
-►I ('+-- 114'MAX.SHIM TABLE 5:
#12 STEEL '�- I Anchof Mln.Edge Mln. (EQUAL-LITE)
41 SMS(G SEEING - Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
TABLE5),SEE- HEIGHT:TIP-TO-TIPWIDTH12-6-6116'
2.751' 9 �--{u/ TABLE 5,THIS � � A 114`410$S CreteFtox Ungnwted CMU,{ASTM GW) i-314" 1414'
BUCK / SHEET -L - P.T.Southern Pine(SG-.55) 8/1511 1-We"
HEIGHT EXTERIOR USE EITHER - #12 Steel SMS Aluminum,5083-TSmtn. 3fg° -�•jjg%• VISIBLE LIGHT FORMULAS
LATGH(aze)oR INSTALLATION ff g L-LITEI
BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 318' 0.0345(20 Ge)• WIDTH(SASH):TIP-TO-TIP WIDTH-61H6"
TIP-TO41 _ 32 (#11).TESTED INSTALLATION - B A36 Steel 3/8" 115°` WIDTH(FIXED):TIP-TO-TIP WIDTH-4'
HEIGHT 1 (I!� UNIT LOCATION: ANCHORS HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16"p2
6518"FROM DIRECTLY INTO P.T.Southam Pine($G=.55) 1' 1-315"
VENT END. METAL1/4"410 SS CreleFlex Concrete(min.3.35 ksl) 1" 1'
li I t f Ungrouted CMU,(ASTM Gg0) 1-314" 1-1/4'
VISIBLE j
LIGHT 1 yI 7 3 P.T.Southam Pine(SG=.55 1° 1.318"
HEIGHT it II 34 DADE APPROVED MULLION, C 1/4'Steel Utracon Concrete(min.2.g kat) 1" 1.318°
_ yj it ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmuted CMU,(ASTM C-90) 2-112' 1-14"
STEEL STUD.SEE SUBSTRATE n 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
li I I THIS
PROPERTIES,TABLE 5,,THIS SHEET.
v
NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION
2.254* 301 20SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
BUCKSTRIP, � 2 SX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-172'THICK OR GREATER.IX AND 2X BUCKS PRODUCT RCV1SGU
SEE NOTE 2. (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE m complying with the Florida
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. BuildingCodo 15-05
Acceptoi CC Na Z
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ex .lion pale �I
pAYLIGHTOPENING)IS ��0 1...........
`( LYNN Qp1 jrr, Ravisad Or. Dat+: ReWalom.
MEASURED FROM BEADING TO BEADING. �� ���`�••.. .•' 4e ri ,� By
t1GENSF :F`P . 10/10/11 2014 UPDATE Miami ad.Prod.0Gama
-- 1/4'MAX SHIM ReWaed W. Min: R+vhrom
NO ANCHORS ' Yr r No.[8705 = SC 05120!15 TABLE 5
REQUIRED IN ° CONCRETE PER -
FLANGE ANCHOR (1 001cANGE FRAME INSTALLATION DETAILS J ROSOWSKI
'• •. tlom
REQUIREMENT
FRAME SILL .� ' ( 'w
FL
• - - ,JQfi•. FT TE ]It(*.*;'�y!!7` 1070 TECHNOLOGY DRIVE Tltte
'a(�` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
.,, s/fin A�*�,i' P,D.BOX 1529
VERTICAL SECTION B-B 'r t1 1 NOKOMIS;FL 34274
A'LYNNAt-'R,'\ Sones/Modal• Saal+: Sha+t: Dronlnp No. Rev:
PXA5s705 CERT. OF AUTN. (x2$295 SH-200 NTS 4 OF$ MD-SH2O0'01 B
0. 0: z 3 to
p x 0 O N N O C A R
T mp p xmy � mm _ o m
n N '...
r z� m mr �.3c - u m �" ' $ w n m'• '(;<, mm
P 0X OA �aa � To c2 Y _ c `�' +a .'' _ off + '@a P tr'1i24Na Nmo+� � � 1°�^ �a De
m
D S O Z o w _c m a a= m m C P m r, m C= a a _ ..
m Op N� -m 5� Sro
5p p T.m 2 u m
c 5 N a
O Z Z. m 3 Z �. w w I'l"i-i"1114 N Above MR a
p m y
oo 3f ms � N
BelaMR
mv . u u N N Dc
Above MR w
mm o o b N N N N N N N N N N N N1. N N .1-1 Below MR m m
p z =1 N c T w W N w w N N N N Above MR d
O x Z v� 0 N N
9 -� O S x n v N N N N N N Below MR
m > = m c N Above MR 3
0 m = c
p mm m N N N Below MR3.
O m v T N W w N N N W N
� W N N w N N N N Above MR
o
NZ N N N N N w N W N N W N N N N N BeIOw MR m
= m c N N W W N N N N w N Above MR O
m Q a
N N w w N N N Below MR n
N W w w w a N Above MR w
a
O N N w w N N P W N w N N a W N N W N N N W N N N BIIPN MR D
N W W N N w w N w N W W P N w W w W N I N w N Above MR a �+
i w C n
S w W N w W N N Below MR 9m o
w N N N N N W W N w W N N N N N N N Above MR a D
N N N N N N N N N N N N
Below MR 0
G
N W W N N w W N N N W N N N w N N N N N
u W N N W Above MR D G
w
a W Wau MR D 1.
u N N W w N N a w W N W + w w N + w w N a W N N w u N N W N N N Bel
a N Above MR O c
w N N W N N N N W N N W Below MR m y Mp 6
N N W W N N W W N N N w w N N wI W N N N Ab—MR W E T
N w w N
3
f \ N N v N w N N N N W W N N N N N N N N Below MR (7 K m
S m
w w w P a P w a N a P w N w 1-1-1 Above MR vm
10 N W w N N P W W N P W W P w w N P P W W N P w N N w Below MR D g 0
JN w w a N W N N W N Abwe MR O 3
a W W W N N a W N N N Below MR m '
mA W W N W w W N w w N N N Above MR v
3 W w N N N Belau MR �
N N N N N N N w w N N u u u N N u N N N u N N N w N N N u N
W u + N Above MR
w w P w u a a w w a a w ... a. N w a a N u P a N N W W P N u a
a W w w a w w N Below MR T
m f u N W w N Above MR
D= m81>z-, g N
8 m D Z m
xm o n OO COQ N P u W w .+ N Below MR m
Om op Zip ymy W N N w N Above MR O
AO�y��OOr\ N u N N w N BeIvwMR v
x
w a N W N Above MR O
a w N N Below MR >
w w a a N u W a N w W N Above MR w
N W W W N N N P u N Below MR a
m
\ w W w a N w u P W a W N N W w N N w w N N W w N u N Above MR O
\ v W w N N W N N W w N W w w N N N w N N N Below MR v
N Above MR a
1 e: W W N a w u P W w N P w N N a u N N Below MR v
/ D
.1.Mbe 4
D m
wi mm
�x a Om
OmGf o
1-
0--01yxi
�zmD
L)?_
N A
O mN
D
N r y S
LYN.. II/�i Rnvsed By. Dote: Revison: Dmwn By: o m D FIR a ---
JJ 10/10/11 NO CHANGE J ROSOWSKI _P.` as o
•' �,10ENS F ^.
Revised W. Date. RevWw. Orv.n BaM: n
N0.55705 SC 05/20/15 NO CHANGE 05/11/11 'o °;I-q
ti= jnT
Cc��. � ® ANCHOR SPACING
STATE OF ;'`41� 1070 TECHNOLOGY DRIVE TiDe: [�
N.VENICE. FL 34275
(� '•.,�OR19P �:
P.O.BOX 1529 SINGLE HUNG WINDOW INSTALLATION
.�SS •.... G�
vv EN NOKDtAS;FL 3x274
/ANAL \
Sevies/Yodd: scale: sheet Droving No. Rev: a
AkIYNNIMI LmE P.E. CERT. OF AUIH. #29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.#58705
PRODUCTREVISED
m complyinS rvilh d.Florida
Building Code
g AcceplaaccN.� Orj' QQ
ANGLED/CURVED ANGLED/CURVED Y 'mlionDate 1�
FRAME FRAME By
ASSEMBLY 90°CORNER ASSEMBLY tvliami ade roduetCmY
0� 90°CORNER FRAME
FRAME (3 ASSEMBLY m
ASSEMBLY U�� a
s'��j��\ O Q!
21 ( 21 maxx•
0-1
1i 0 4 J Z N
1'WEEP 1'WEEP 50 51 W O
NOTCH \\\ NOTCH(8} \\� / to J'�
EACH END EACH END lVl Q g j
I / W W 0 Q 92
2 5 I 00
Q Q � LL
Z
MITERED FRAME 50 51 FLANGE FRAME U V � Q
60 51 SHOWN,FIN
WITH FRAME MITERED FRAME FRAME SIMILAR
WELDS AT WITH FRAME_ O O } O
SCREW BOSSES
WELDS AT Z Z /n
SCREW BOSSES m Z
f-
Lp Z
ASSEMBLY DETAILSFOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) O
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL y o Q n o
m1 XZ _
_
1/2 NOM. 112'NOM.
GLASS STACK GLASS STACK
114°AIRSPACE 3/16'AIRSPACE ® r m n
1/6'ANNEALED OR _ 3116'ANNEALED OR 114'ANNEALED OR _ 1!6'ANNEALED OR 3116'ANNEALED OR _ AR
TEMPERED GLASS TEMPERED GLASS ,/5'ANNEALED OR epi
r TEMPERED GLASS —� I� TEMPERED GLASS TEMPERED GLASS TE ANNEALED OR n
TEMPERED GLASS TEMPERED GLASS
� 60 1 ISI 61 III 62 'IL. I 63 II II 64 ZLJ9
40 —L I 41 O 42 �I 43 it I 43 tI ji
316'NOM, jI �^ 3!B'NOM. 1111 316'NOM. II 3!6'NOM. jl II 3/6'NOM. I IL o>d O
GLASS SITE __ II GLASS BITE IIII GLASS BRE III GLASS BITE II 11 GLASS BITE II Ij o i =
36 - 3636 33 31 32
36
� ��%%II I If 111 rr
vQ,:,• hWO bC,
mo ur oZ1�J o�pp
1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL = 'n, �; . Y L•01
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES 0&I GLASS TYPES H&J
rrrr/111111111
Item PGT PGT Part# Description
# Dwg.#
2.oao•
1 2703E 62703EW Flange Frame Head -
2 27518 62751BW Flange Frame SIII rz.o00�� 23e. _.oso• - �z•
3 2781 62781W Flange Frame Jamb 062 fioo .062 1.1zs
4 2713 62713BW Integral Fin Frame Head 2.600
2.699' 1 .950•
5 2714E 62714EW Integral Fin Frame Sill � 1 � .oso•
6 2782 62782W Integral Fin Frame Jamb J� - .869• SOD" »- osz J
7 2706 62708DW Sash Bottom Rail osz osz rr-tioso
.062' T .869'
8 2707 82707CW Sash Top Rail .soo• •osz. L .ssz• -�-
9 2739 62739W Fixed Meeting Rail FLANGE FRAME HEAD r 0 050' 062• - �+-
10 2709 62709CW Sash Side Rall 06083-T6 ALUMINUM I 2.066'
FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD
11 2740B 742740AW Sash Bottom Lock 2 6063-TB ALUMINUM 06063-T6 ALUMINUM 06063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 �_ . -I
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056• -- 3.225' �ff 97s
22 1270 7PAD118 Open Cell Foam Pad .050• 1.1251" .050
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC - .062• (-
050•
24 4066 64066G Wstp.,187 X.230 Fin Seal __ _F 1.807' t.eea L
2.000 .062• T
25 2784 72784W Sash Side Rall Gasket,Polyethelyne g75• -•050"� 1.z2e oso• I
26 1078 7121 UM Balance Take-out Clip 1.125. .050• 7 - .osz• - --n ADDON FLANGE
.976' 062• J Jl_ 6063-T6 ALUMINUM
27 Varies per Size Balance - .050. 13
28 2711 4280OW Sash Cam,Nylon
29 1096 71096W Sweep Latch,Zinc 2.Ofi6' .050' .926•
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB ��\\SASH BOTTOM RAIL SASH TOP RAIL
30 1216 71267N S X.gB Block
1/9'x12"x Screws 5 6063.76 ALUMINUM 06063-TB ALUMINUM 01 6063•T6ALUMINUM 06063-T6 ALUMINUM
31 1267 71267N Setting Block 1/B"x t!2"x 1",EPDM
32 6DURAK316 Duraseal-3116" -�I'-- .062•
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring �z• 866'
T
35 Screen Cloth,Fiberglass 1.582• 1 tar
36 Dow Coming 899 Silicone Glazing Sealant .062' .050• � L.31 826'
40 1625 616258 Glass Bead(118"Glass)
.874'
41 2719 627198 Glass Bead(3116"Glass) -y '926" �- 084• 1.157• --�
42 1263 61263B Glass Bead(1/4"Glass 1.010•
O FIXED MEETING RAIL J SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP
43 1253 6VT48B Glass Bead(I.G.) 9 to 11 12 PRODUCT RGVISOD
6063.76 ALUMINUM 6063-T6 ALUMINUM 8083.76 ALUMINUM 8063-T5 ALUMINUM as complying vvilli tha Florida
50 781PQA #8 X 1"QUAD Pn SMS Building CodeAcceptance No
15-!p $.22
51 781PSTX #9 X 1"Sq.Pn Twin Fast SMS-410 S.S. \\I"'f i f Fixpir°tion Dale, 'Ab IG
��\ y LYNN y�i Revised By: Date: Revial":
52 1184 781LHPQA #8-15 x 1 LH Twin(ast Screw Zinc �� o<� ,...fQ rl
53 1186 761 LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) .•'\\CENSE '•�F� '� JJ 10/10/11 NO CHANGErl ode Product Contrd
.' * Revlelan:
54 78X1PFTFUA #8X1"Ph FI u/cut SMS Revfeed By: Date:
_fc W.58705 SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X 11"Ph FI-Stainless Steel =
a= ® Desulplbn: Drawn By:
so 1/8"Annealed or Tempered Glass o CC -�j'�� ` BOM&PART DETAILS J ROSOWSKI
61 3116"Annealed or Tempered Glass rE
62 1/4"Annealed Glass FCOR\0P.•' �.. 1070 TECHNOLOGY DRIVE Abe: Date:
or-TemperedEss/..•...O �C? N.VENICE,
NI E, F152975 SINGLE HUNG WINDOW INSTALLATION 05/11/11
83 1!8"-1/4"Air-1/8"An.or Temp.I.G. r;r ONAt11 \,` NOK.O. B, FL 54274
64 1!6 3116"Air-3110"An.Or Tamp.I.G. A.LYNN'AIILLER,P.E. Serf°°/M°deL Sc°le: Shoe/: O o�lny No. Rev;
P.E.p 58705 CERT. of RUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B