HomeMy WebLinkAboutProduct Approval S,r.LUkq OUNTY BIJILDL G DIVLSI0N
REVIEWED FOR CO:SPL CE
REVIEWED •
DATE
PLANS AiVo InERM IT MUS T BE MPTON J®B
MIAMI•DADE OR NO 11\SPECTION WILL BE MADE. MIAMI-DADE COUNTY
EMA 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) NvwNv.miamidade.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: Series 'ISH
200''�AltiminumSringlhiung137,'ndaNT'.�°.
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. I
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0528.22
MIAMt•DADE COUNTY
�1 5 Expiration Date: September 01,2016
7 f I Approval Date: August 06 2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDF,NCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
2. 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.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per Fes,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report
No. FTL-6479, specimens 1 thru 26,dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitter!under 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
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-511 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 Contra 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
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -- 63.118"TIP-TO-TIP WI52-1/B'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8'BUCK WIDTH _ 49-118'
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY NO ANCHORS 49-118' " VISIBLE LIGHT
REQUIRED IN VISIBLELIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE
8'MAX-
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. FRAME HEAD .y B T_ 3'MAX
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IXWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 35-1/2'
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS 8'MAX.FROM �--- -------'--�'-' VISIBLE -- ._._.-. __ __ 35-112'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF /J lI LIGHT VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 1 27 78' / LIGHT
RAIL / MAX.O.C. 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 8 5.NARROW JOINT SEALANT IS USED ON ALL _ A 7T p
HEIGHT — - _ - -
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVER/LLL SEALINWLASHING - =-- — --
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK
HEIGHT JIT 77'
OF THESE INSTRUCTIONS. BUCK
/ - /
8'MAX.FROM / -_
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF_ HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I / 23'
MAX.O.C. _.
7)DESIGN PRESSURES: 1
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM -. ---- —
E1300. 7}� O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J '--�B NO ANCHORS REQUIRED W MAX.
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL �- 6'MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33 1/3%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-6479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR A
WOOD CONSTRUCTION AND AOM ALUMINUM DESIGN MANUAL.
GUIDE TO SHEETS:
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR
GENERAL NOTES........................1
4001 SERIES(FIN FRAME). ELEVATIONS................................1
DESIGN PRESSURE RATING IM=RESISTANCE
DESIGN PRESSURES...........2&3
VARIES, NOINSTALLATION,FLANGE.............4
SEE SHEETS 2 8 3 IMPAINSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR DETAILQUANTTIES.................7
SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING B ...................7
CORNER ASSEMBLY
...................7
EXTRUSION PROFILES................8
PARTS LIST...................................8
I+- WIDTH r{ I+ WIDTH {
-------- .------ --._— PRODUCT REVISED
aaeomplyiodonB jthcFl 2
building Coda t5-�'a28.2b
AccepSmce No )
rlds
// ftavteed By: Date: Rovloion: BR'mtio Dato
LYNN eu< '�� JJ 10/10/11 2010 FBC NOTE DY
HEIGHT ---- ------ HEIGHT �` �.O �(� �i Miam'
do Product ltnl
` �� ,.-',"Nr •'• 'p RW.iod By: Dole: Rovfalon:
No 5D705 SGC 05/20/15 5th ed. FBC REV
' Oraxn By:
Denrlp8on:
GENERAL NOTES&ELEVATION J ROSOWSKI
oat.:
EQUAL LRE PROVIEW IORIEL ARCR70P PROVIEWIORIEL RAOIUSTOP EQUAL InE TA EOF \`�; 1070 TECHNOLOGY DRIVE TWO:
'� FLORIOP,•' G. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
529
NAL�r,�\ NOK MIS,OFL734274 SeA../Modal: Style: 5ft.et: Droxlrp No. R-B
A./L'IfSNMILL��t,P.E. CERT. OF RUTH. X29298 SH-200 NTS 1 OF 8 MD-SH2O0-01
P.E.N 58705
TABLE 1: TABLE 2;
Maximum 2 Monolithic Glass Types PRODUCT REVISED
Sash Height' Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame .,.-Plyingwiththe Flmida
Window A 1/8"Annealed R.......
"Cod,
Height' (see Figure A,this sheet) Maximum Window Width' B 1/B"Tempered �1115
"'NoP8 18-118" 26-112" 33" 37" 4i" 45" 49" 53118" C 3/16"Annealed
23" 11-9116"(Equal Life) +55.0 -90.4 +56.4, -9D.0 +55.0 -90.0 +55.0 -9Q0 +65.0! -900 +65.0 -94.4 +55.0 -90.4 +55.0. 94.0 p 3118"Tempered adePraduer
under 18-9116" +56.0 -90.0 +55.0 -90.0 +55.0 -76.2 +55.0 -65.5 +55,0 -57.3 +50.2 -50.2 +44.8 -44.11 +39.9 -39.9 E 114`Annealed
37' 18.9116"(Equal Lite) +65.0 -00.0 +55.01 50.0 +55.0 -84.2 +55.0 74.5 +55.0 -66.6 +55.0 61.0 +55.0 -57.7 +55.0 55.0 F 114"Tempered
over 1B-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -76.2 +55,0 -65.5 +55,0 -57.3 +60,2 -50.2 +44.8 -44.8 +39.9 -39.9 �
under 16-7/9' +56.0 -90.0 +55.0 87.1 +55.0 -73.4 +55.0 I 63,8 +55.0 -56.8 +50.0 -50.0 +44,8 44.8 +40.0 40.0 T
TABLE 3: r
15-718"thru 19.3!16" +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +51.1 -51.1 +45.B -45.9 +q1,3 -41.3
36 316" Insulated Glass Types O o 0
19 1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +65.0 -82.7 +55.0 -72.6 +65,0 -63.5 +55,0 .57.9 +54,2 .54,2 +51.5 -51.6 w i O
over i9-1/4" +65.0 -90.0 +55.0 -87.1 +55.0 -73,4 +55.0 -63.8 +55,0 -56.8 +50,0 -50.0 +44.8 -44.8 +444 -40.0 G 118"Annealed,V4"Airspace,118"Annealed �0 ti Z N
under 19-9/18" +55.0 -81.5 +55.0 -72.3 +55.0 .61.3 +55.4 -S&3 +60.5 -60.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 H 3116"Annealed,3MITI Airspace,1/8"Annealed O �1
45" 19.9116"thru 22.5/8"' +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 -64.3 +55.0 •56.9 +60.1 -50.1 +44,8 •44.8 +40.0 40.0 1 1/e"Tempered,1/4"Airspace,1/8"Tempered u
22-9/16"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.0 -78.8 +65.0 -68.1 +55.0 -58.5 +61.1 1 -51.1 +46,0 -46.0 +41.4 -41.4 J 3!111"Tem .cd,u116"Airspace,118"Tempered L j 111 2
ober 22-9116" +66.0 -81.5 +55.0 72.3 +55.0 -61.3 +55.0 -55.3 +50.5; -50.5 +46 8 •45.8 +42,0 -42.0 +38.7 -38.7 Z QZ }- cD
under 20-1/8' +55.01 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45,9 -45.9 +41.7 -41.7 +38.8 -311.9 +38.2 -36.2 S 2 Z u O
20-118"thin 24-112"' +65.0 -90.0 +55.0 -82.5 +55.0 -69.6 +55.0 -61.6 +55.0 -55.4 +49.3 49.3 +44,6 -44.6 +40.0 -40.0 U U iV
49" FIGURE A:SASH a
24-9116"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.6 +55.0 57.B +50.4 50.4 +45.0 46.0 +40.1 40.1 CROSS SECTION S O O <G {�
(WITH MONOLITHIC Z Z W
atter 24-911W +55.0 -71.6 +65.0 •62.8 +55.0 -56.4 +50.3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 GLASS) GY. Z F-
under
under20-13/16" +55.0 -67,8 +55.0 -59.9 +53.3 -53.3 +48.6 -48.5 +44,1 -44.1 +40.2 -40.2 +37.6 -37.6 +34.8 -34.8 r ,q § Z
50 518„ 20-13/16"thin 24.11/16"' +55.0 -89.6 +55.01 -80.3 +55.0 57.7 +55.0 -00.6 +54.2 -54.2 +49.0 -49.0 +44.2 44.2 +40.0 40.0 II O O W 0
24-3/4"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -75.4 +55.0 55.7 +55.0 -57.4 +50,3 -60.3 +44.9. •44.9 +39.9 -39.9 ji � N W Z
I CD CL
over 24-314" +65.0 767.8 +55.0 -59.9 +53,3 53.3 +46.5 48-5 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34.8 �I to
2 d
+43.8 43.8 +41.9 11.9 +39.1 -39.1 +36.0 .36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 { Junder2-5/16" 0 ' 2
61" 24-15116"thru 30.510" +55.0 -75.0 +55.0 j 56.0 +55.0 57.4 +51.9 -51.9 +47.4 -47.4 +43.2 -43.2 +39,9 -39.9 +37.3 37.3 VISIBLE LIGHT �1 SASH -a (} (1)
$$$ s
30-91%'(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -66.6 +55,0 -59.7 +53,5 -53.5 +46.7 48.7 +43.91 -43.9 +39.9 -39,9 HEIGHT I` HEIGHT (!) £
aver 30.9/16" +65.0 -67.8 +55.0 -59.9 +53.3 53-3 +48.5 48.5 +44,1 -44.1 +40.2 -44.2 +37.6{ 37.6 +34.8 34.8 SASH HEIGHT-3.9/16" II c3
under 25-314" +54.7 -54.7 +41.2 41.2 +40.3 40.3 +37.6 -37.8 +34,6 -34.6 +31.3 -31.3 +28.9 -28.9 1+26.5 -26.5 n �
63" 253/4"thin '31-5/6" +65.0 -72.0 +65.0 53.2 +65.0 55.7 +50,5 -60.5 +48.1 -46.1 +41.9 -41.9 +39.0 39.0 +36.3 .36.3
31-9116"(Equal Lite) +55.0 .83.9 +55.01 -71.7 +65.0 •64.8 +55,0 58.2 +62A 52.4 +47.9 -47.9 +43.3. 43.3 +39.7 -39,7 II o�`x Q'
over 31-9116" +55.4 57.8 +55.0 -59.9 +63,3 -63.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34.8 34.8 11 z cwi$,�
under 20-314" +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 +25.8 -25.8 i P q o
6.Y
73" 29-314"thru 36-5/8"' +65.0 -61.0 +52.0 52,0 +48.2 -48.2 +44.0 -44.0 +40.1 -40.1 +37.0 37.0 +34.1 -34.1 +31.4 -31.4 it o z z
36-91167(Equal Lite) +55.0 -68.3 +55.0 -56,3 +52.1 -52.1 +51.5 51.5 +47.4 -47.0 +42.7 -42.7 +39.6 39.6 +37.01 -37.0 n
over36.9/16" +650 -67.8 +55.0 -56.3 +52.1 -62.1 +48.5 •48.6 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34,8
under 31314" +53.3 -53.3 +39.7 i 39.7 +39.1 -39.1 +36,7 -36.7 +33.4 -33.4 +30.3 30.3 +28.0 -28.0 +25.8 -26.0 v v W W 11 I i I r r r
78" 31-3/4"thru 39"' +56.0 -58.3 +48.O -48.0 +45,2 -46.2 +41.2 -41.2 +37,9 -37.9 +34,8 -34.8 +31.7 31.7 +29.6 -29,b vvvv 21� 1�JI %
LL I
39-1116"(Equal Lite) +650 -62.5 +50.8 -50.8 +46.3 -0S.3 +45.2 -45.2 +44.2 -44.2 +44.3 -40.3 +37.7 -37.7 +34.9 -34.9 NOTES `
a;L
1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118" ��t -,•' tin
'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract i", ANNEALED GLASS(TYPE A). .: '""',p•.
a Overall sash height.For clear daylight height,subtract 3.9/18", V-4
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH �_ ;u! m •y3 Size range includes the standard Pro-View(3•over-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. -y;m p
Foroveratt sash width,subtract 2-15116"from the buck dimension.
TABLE 4: TABLE 2:
PRODUCT REVISED
Maximum Design Pressure Ibslfe for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types o Build!,
ylna cairn me Florida
9 ( ) YP 9 nulldh,B.N
Window Sash Height A 1/8'Annealed A-11-c.No 1 22
Height' (see Figure A,this sheet) Maximum Window Width' B 1/6"Tempered E*P""+'"^Dar`
10-1/8" 26-1/2" 33" 37" W+55!.!�
45" 49" 53-1/8" C 3116"Annealed BY -
Mio,ni ode Product Cm,
23" 11-9118"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 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 -90.00 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed
3T' 16-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 .0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 114"Tempered
over 18-9/16" +55.0 -90.11 +55.0 -80.0 +55.0 -90,0 +55.0 -90.0 .0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 Yunder 15-718" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 .5 +55.0 -81.B +55.0 -75.0 +55.0 -86.5 TABLE 3: j15.7/8"thru 19-3/163 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 .0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O 'n
38-318" u O O
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
G 1/B"Annealed,1/4"Airspace,1/B"Annealed O Z N
over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 58.5 +55.0 -81.8 +55.0 -75.0 +55.0 58.5
H 3/16"Annealed,Vie"Airspace,1/6"Annealed O M
under 19-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -66.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 59.7 I. ,
� I 118"Tempered,114"Airspace,1/8"Tempered � I?O
19-9/16"thou 22-510" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.1 +55.0 -70.5 +55.0 -70.0 +55.0 $
46' J 311fi"Tempered.3116"Airspace,1/8"Tempered W W J
22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -88.3 +55.0 -78.5 +55.0 -70.0 +55.0 53.0 Ur Vr
over 22-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -68.3 +55.0 -59.7 co
Q Q LL
under20-118" +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 = 2 Z y O
20-118"thru 24_1/2,'3 +55.0 90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 55.9 +55.0 -59.1 FIGURE A.SASH U C) O $M
48" CROSS SECTION O O m u�
24-9116"(Equal Lite) +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -50.1 (WITH I.G.GLASS) Z Z W p
o+.er 24-9119" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -89.2 +55.0 -62.8 +55.0 -57.7 Z ~
Z
under 20.13/15" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 -56.8
50518" 20.13116"thru 24-11/16'3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -63.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.8 III II C3 � Z
24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.8 I o
ill p
over 24-3/4" +55.0 -90.0 +55.0 -90.0 +55.0 •83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 -61.9 +55.0 -56.8 111 II Z Lu N
under 24-1511V +55.0 -87.9 +55.0 75.6 +55.0 55.7 +55.0 -82.3 +55.0 -60.0 +55.0 -56.5 +53.2 -53.2 +49.5 A9.6 Ijl II � U J �
II SASH '7 0 rQ
61" 24-15116"thru 30-5/8"3 +55.0 X7.9 +55.0 -75.8 +55.0 •74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT �j II HEIGHT d Z
30-9116"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -85.5 +55.0 -57.5 +51.1 51.1 HEIGHT II II
over 30-9/16" +55.0 -87.9 +55.0 -75.6 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -85,6 +55.0 57.5 +51.1 -51.1 SASH HEIGHT-3.9/16"
under 253/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 -57.8 +54.5 -S4.5 +51.3 -51.3 +48.3 -48,3 ill I ® No N
63" 25-314"thru 31-5/6"3 +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 84.5 +55.0 -58.5 +50.2 -50.2
31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +65.0 -69.4 +55.0 -89.4 +55.0 -84.5 +55.0 -56.5 +50.2 -50.2 I I
I z J$�
owr31-9116" +55.0 -83.8 +55.0 -71.7 +55.0 -89.4 +65.0 •69.4 +55.0 -69.4 +55.0 -64.5 +55.01 -58,5 +50.2 -50.2 iii it o� o
under 29-3/4" +55.0 58.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +50.0 50.0 +48.4 46.4 o i 6
nz z
73"
29-314"thru 36-5/8"3 +55.0 -88.3 +55.0, -56.3 +52.1 -52.1 +51.5 -51.5 +61.5 -51.5 +51.6 -51.5 +51.5 51.5 +46.4 -48.4
36-9116"(Equal Lite) +55.0 •88.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -46.4
ovsr38-9H6" +55.0 58.3 +55.0 -58.3 +52.1 521 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +48.4 X8.4 N%%1v'Illllrrir�
a3�
under 31-314" +55.0 52,5 +50.8 -50.8 +46.3 •48,3 +45.2 45.2 +45.0 X5.0 +45.0 45.0 +45.0 -45.0 +45.0 45.0 ` N/
78" 31-314"thru 39"3 +55.0 62.5 +50.6 50.e +48.3 49.3 +45.2 -05.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 NOTES ��r�Q,.•'
39-1/18"(Equal Lite) +55.0 -62.5 +SO.B 50.8 +46.3 -46.3 +45.2 -45.2 +45.0 45.0 +45.0 45.0 +45,0 45.0 1+45.0 -45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ �: 0 0 0 �g
1 TYPES B-J.NOT APPLICABLE WITH 1IB-ANNEALED GLASS(TYPE A). _ :y r o Z
Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1 _ z. n
2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR-�- u' f%,
1vn
Overall sash helght.For clear daylight height,subtract 3-9/18". ) - ° -z o
HEIGHT DIMENSION SHOWN ON THE TABLE. '> Z N�>
3 Slze range Includes the standard Pro-View(3-over-2 configuration)for the given Window Height.
-15118"ham the buck dimension.
For overall sash width,subtract 2 %�!4 ' ••.... 0���`�
/'rr 111111` `
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETElCMU CONCRETEICMU
—'-
OPTIONAL ADOON 13 EMBEDMENT PER ANCHOR PERANCHORREQUIREMcNT REQUIREMENT .•u "• TYP.ANCHOR
INSTALLATION - FLANGE @ HEAD, _ TYPE,
OPTION i SILL&JAMBS 3 EMBEDMENT AND
CURVED HEADER __ 1/4"MAX 41 SHIM PER SUBSTRATE.
27 EDGE DISTANCE
INSTALLATION INTO WOOD .� - EDGE 12 91 10 SEE TABLE S.
2X,SEE NOTE 2,THIS SHEET. -^ �— DISTANCE , THIS SHEET.
r EMBEDMENT �� - ---- -
TYP.ANCHOR
TYRE, _ 38 EMBEDMENT
. 1f4'MAX 1!4"� EMBEDMENT EDGE
alkSHIM _ --`" MAX ANDEDGE -- ---- - DISTANCE
g TYP.ANCHOR TYPE, I SHIM DISTANCE PER M 24
EMSEDMENTAND 11 SUBSTRATE,
I BLE 6,
tE TA
1.465' IEDGE DISTANCE II 1 SE
i PER SUBSTRATE, I THIS SHEET.
! INSTALLATION 43 64 EXTERIOR INSTALLATION
SEE TABLE 5,THIS
} 36 SHEET. OPTION 1 INSTALLATION '1 OPTION 3
VISIBLE II STRAIGHT HEADER OPTION VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT 1 -- BUCK WIDTH THROUGH 1X BUCKSTRIP
HEIGHT II 81 INSTALLATION ONTO INSTALLATION
WOOD 2X.NO ANCHORS ANCHORS DIRECTLY - - TIP-TO-TIP WIDTH INTO MASONRY.
L11 30 MASONRY.REQUIRED AT HEADER. INTO M
HORIZONTAL SECTION A-A
29 1/4'MAXSHIM TABLE 5: EGRESS FORMULAS
#12 STEEL '- ^� I (EQUAL-LITE)
Anohor Min.Edge Min.
4i SELFDRILLING Anchor Substrate Distance Embedment WIDTH:TIP-TO-TtPWIDTH-4'
SMS(G5),SEE- Gtoup
2.751• 8 i--(rs) TABLE 5,THIS A 1/4410 SS CreteFlox Ungrouted CMU,(ASTM C-80) t-314" 1-1/4" HEIGHT:TIP-TO•TIP WID7Hl2.6-5N6'
/ SHEET ---,^ P.T.Southern Pine(SG-.55) B/18" 1-3/B"
BUCK _ VISIBLE LIGHT FORMULAS
EXTERIOR USE EITHER
HEIGHT LATCH(q 2g)OR INSTALLATION #t2 Stael SMS AlBminum,5063-Ts min. Sts" 1tB"' (EQUAL-LITE)
Cj OPTION44J screw(G5) steel Stud,Gr.33 min. 318" 0.0348(20 Ga)*
LATCH
LOCK' WIDTH(SASH):TIP-TO-TIP WIDTH-5.1!16"
TIP-TO-TIP --32 (#11).TESTED INSTALLATION -t B A36 Steel 318' 1/8"' WIDTH(FIXED):TYP-T(71P WIDTH-4*
HEIGHT 11 UNIT LOCATION: ANCHORS P.T.Southam Pine(SG=.55) 1" 1.31W HEIGHT:(TIP-TO-TIP HEIGHT-7-1116"12
6�SIS"FROM DIRECTLY INTO
VENT END 1/4"410 SS CreleFlex Concrete(min.3.35 ksq 1' 1°
64 METAL. Ungrouted CMU,(ASTM C-90) 1-314" 1-1/4'
LIGHT
VISIBLE t� 41 7 3 P.T.Southern Pine SG-.55 1" i-319"
HEIGHT jl II 34DADE APPROVED MULLION. C 114•Steel(Atracon Concrete(min.2.8 ksl) 1" 1.319"
1i I ALUMINUM,STEEL FRAMING OR EXTERIOR Unorouted CMU,(ASTM C90) 2-1/2" 1-114"
11 STEEL STUD.SEE SUBSTRATE MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES.TABLE S.THIS SHEET.
NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.254• 31 20
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.1@"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
BUCKSTRIP. 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE IAW THICK OR GREATER.IX AND 2X BUCKS PRODUCT RI:VISEU
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 cromplying with the Flarlds,
Buiidin Cock
ENGINEER OR ARCHITECT OF RECORD. @
THIS SHEET. IJ�"•O52
rrr^^^ Ac�cir-alfon
No
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO i t I I I I I f f ExDate
REFERRED TO AS DAYLIGHT OPENING)IS `� 14{LYNN 412 7ry� R*4"d By. Date: RewGlan:
MEASURED FROM BEADING TO BEADING. '`� �� '•410ENS.•1(�- �; JJ 10/10/11 2014 UPDATE Mc Praducl Conh'ot
1/4"MAX SHIM ,t
Revbed W. Dote: R4vta(on:
NO 1 c/ N°.56705 = 05120115 TABLE 5
REQUIRED RIN • • CONCRETE PER - C SC
FLANGE ,• ANCHOR ,_11 R2DeecAPlfan: Drann 6y:
FRAME SILL '�" REQUIREMENT �.� •, �i TEO (�j; FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
• %Or�'•' AYLORIOP.•''G\��`
1070
VtICE,OFL 427DRIVE 7ttk: Oah:
1 P.O. BOX 15294: SINGLE HUNG WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B �' C3�1A� `� Sodea/Model: Saalo: Shut: BroNlnp Na, Rev:
r� 1� 1 ti NOKOMIS;FL 34274 A
A.LYNNIMttiER,P.E. CERT.OF A117H./29296 SH-200 NTS 4 OF 8 M1n-SH2O0-01 B
P.E.N 597aS
_ o
'
^
n
m x0 O mtcil m o v - G G y 6 m
2
.0 ym T my m C + iQ m
O
ZO m 'm �' '� 'm - g 'm+• o a; m
a'= O mT m r1i 2 m H m2 + _ t°Olt Fd ax
i -,0� o ZD
0 vAm o 2 i $ mm L" mNp@c m4 Pi2 c _
m
T S Z o e ' r m C r �„ a: a C�m m C N m C _ m. r
$pP 2 T n m
2'C N 55 N y n m
Z o m 9 N w N Above MR e
N N N N Bob,.MR
$ �I� zm �o �; < NNN >
O y�p P _1 �' m m N N N N w N N N Above MR 0
O N
XOp ma O O n o ? vC
N N N NN N u N N N N Below MR
vvm
m W W N N wN N N Above MR'2 Bejo.MRx Oy p
z 0
m
ff
rn <y rn m 3 �, m x N N w N Above MR 0
O '^ T - C n w a v
5 -mi r rr B 'a 3 N N N N u N N w w Beiav MR
O m D = - '
., N w w N N w N N N Above MR
m O o m N N w N N N N N -1 Below MR r3
z m
= p C N W N w w N N N N N N N N ADwe MR
Q a
N N N NN N N N N N N N w w N N N N N N N N BGbM MR
w N N w N w a N w i w a N w w a Above MR a
6 N N w N w w N a w w N N a w N N + W N N N N w N N !.a Below MR >
w N W N W w a N W w N�N W N Above MR a
m w w Nw
N Below MR m ?
_ o
N N N N Above MR D
N w N N N N w N N N N
N N N N
N N N N N N w N N u w N N N w N N N N N Below MR ^
a N w o
m
w w w w w + a N W a a N w + a N w + a N w w a Above MR N w w w N N w N
w N N w N " w W + N N W N Betav MR D
w l w + N ov N Above MR c
N N N w N N N W w N N N N w N BebN MR m Y i 6
N N w N N w N N w wlw N N N Above MR W 9 T
N w N w N w � m
N N N W N N w N N N N w N w N N N N N Below MR Cl G m
N Above MR 0
i u W N + w N N w .1 Below MR > m
N w w w w N N Above MR 0 &
a w N a w w w N N + w N N N N wN Below M.,
N • N
w N w ' wIw N w N w N Above MR a CZ)
1I � ; w N N N N N Below MR v
w w + w u a a W w + v W w a a. N u a a N w + + N w w a N w w a N w + N
Move MR
w N + w W w a W w N a w N N a N Belgv MR D
a N u w a N Above MR
:Emmm OOempmav"�/ Beb«MR v
v D O O + "
m
oOp� y � w N w ulw w N N w N Above MR 0
AOyZof vr\ u N N w N Below MR
2 0, W W N Above MR 0
\ N Below MR >
w + N W N w w N Above MR 0
N Below MR 'm
u w N N Above MR 0
w N N N N w N —MR
r0 N Above MR i3
1 m w w N w w u a W w N a wN Bebx MR 9
it a N a
w w N Above MR a
Below MR m m
w w N N N w a N w + w w N N u N Above MR i3
u N N N N N N Below MR v
D rn
�2 mm
u m
0 m^
O m =
PRODUCT REVISED
a complying with the Florida
BuilJing Cale
6 Acapmnm N"� O$ .ZZ
ANGLED/CURVED ANGLED/CURVED Be'mh"nDate 16
FRAME FRAME
ASSEMBLY ASSEMBLYFME
B ade rod,CL C011Ir
90°CORNER
0 90°CORNER A SREMBLY
FRAME U O Y m
ASSEMBLY .=
O Ln
z1 21 0
O =
1'WEEP
1'WEEP / 50 51 W F g(n
NOTCH® NOTCEND 6 ¢ ,C 0
EACH END I EACH ENO LU LU ^] P
2 6 Z Z � 300
� LL
MITEREOFRAME 50 51 FLANGE FRAME L) V y
6D 51 WITH FRAME MITERED FRAME SHOWN,FIN
FRAME SIMILAR
WELDS AT WITH FRAME 0 0 } O
SCREW BOSSES WELDS AT Z Z J
SCREW BOSSES m Z S F-
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o In O Z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. Q m o
O �N
��' (U im
00 ZU)
12'NOM. _ 112'NOM
GLASS STACK GLASS STACK ,o
1/4'AIRSPACE 3/16'AIRSPACE ® �N n F
118'ANNEALED OR _ 3116'ANNEALED OR _ _ _ 118'ANNEALED OR cv
~ 114'ANNEALED OR 3116'ANNEALED OR ry ry
TEMPERED GLASS I TEMPERED GLASS `1 r TEMPERED GLASS —� I� TEMPERED GLASS 1/8'ANNEALED OR TEMPERED GLASS IIB'ANNEALED OR
TEMPERED GLASS TEMPERED GLASS
I. 60 1 III 61 111 62 II I I I j64
x
4I I 42 II 43 II 1 63 43 II 1j 6 3 0
318'NOM. jl 3/8,1NOM. IIII 316'NOM. I�I 318'NOM. �I II 3!6'NOM. 11 II o a O
GLASS BITE II GLASS BITE II I� GLASS BRE III GLASS SITE L II GLASS BITE II I I 36 c z Z
36 36 �— 38
38 33 32
\1Llullrrlr�
1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G. GLAZING DETAIL =T "6 0-:j�
v)
GLASS TYPES A 8 B GLASS TYPES C 6 D GLASS TYPES E&F GLASS TYPES 0&1 GLASS TYPES H&J f Z; y S6 rN LL•: g
00
�
Item PGT PGT Part# Description
# Dwg.# I 2.000"
1 2703E 62703EW Flange Frame Head 1
2.000• .962•
2 27518 827518W Flange Frame SIII � � 236, oso
3 2781 62781W Flange Frame Jamb
.062" 508 oez 1.126
4 2713 62713BW Integral Fin Frame Head 2.600
5 2714E 62714EW Integral Fin Frame Sill 1 050• 2000 oso
6 j 2782 62782W Integral Fin Frame Jamb 869• so°"�- .9sz
7 2706 62706DW Sash Bottom Rail 1 .oso• •062• 869•
.062• 062'
.
8 2707 02707CW Sash Top Rail 500 •052. 7[ .- --L
9 2739 62739W Fixed Meeting Rail FLANGE FRAME HEAD 0 .050• .062• --4+
10 2709 62709CW Sash Side Rail 06063-T6 ALUMINUM 2.056
11 27406 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6G63-T6 ALUMINUM 6063-T6 ALUMINUM 6003-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 076
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056" -- 3.225-
22 1270 7PAD118 Open Cell Foam Pad .050• 1.125 .050• J 11.187-
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC 0e2• T oso
24 4066 64086G Wstp.,187 X.230 Fin Seal _ I 1.B07' 1.e0e T
25 2784 72784W Sash Side Rail Gasket,Polyethelyne _.oso -� 2.000 - 1,228' 0sz oso T
26 1078 7121 UM Balance Take-out Clip 1,125• .976'
76 � 19 ADDON FLANGE
1 .062' 6063-T6 ALUMINUM
27 Varies per Size Balance -r- .oso 1
26 2711 4280OW Sash Cam,Nylon oez• _{I
926•
29 1096 71096W Sweep Latch,Zinc 2.056• .oso• .800•
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
30 1016 7 1267N S X.g B c 1/SMS Latch Screws 5 6063-TG ALUMINUM O 6083-T6 ALUMINUM O 6063-T6 ALUMINUM O 6063-T6 ALUMINUM
31 1267 71267N Selling Block 1/8"x 1/2"x 1",EPDM
32 6DURAK316 Duraseal-3/16" —jr - .062•
33 60URAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring '062•
866'
35 Screen Cloth,Fiberglass 1.582' 1.1e7-
36 Dow Coming 899 Silicone Glazing Sealant oez oso -_� L.3-J-826"
.874' 1
40 1625 616258 Glass Bead(i/8"Glass)
41 2719 627198 Glass Bead(3/16"Glass) I --{ '026• �— .082' 1'16T --4
--1 1.010•
42 1263 612638 Glass Bead(114"GIBSS) FIXED MEETING MIL SASH SIDE RAL SASH BOTTOM LOCK RAIL SASH STOP
43 1253 6VT48B Glass Bead(I.G.) f0 11 1z PRODPC'r RBVIS10
6063-T6 ALUMINUM 6083-T6 ALUMINUM 8083-T6 ALUMINUM 8063.75 ALUMINUM as com Tying villi lha Florida
building Code
50 781 PQA #8 X 1"QUAD Pn SMS Accepinnca Nu 1 -b
51 781PSTX #8 XV Sq.Pn Twin Fast SMS-410 S.S. 1111 I I l r i Paplreiion Dale 2616
UNN 7�i Revised By: Data. Revislon:
52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Znc �� pN� ..Mi( rl
,•'-�10ENSt; '•(F�Q '� �� 10/10/11 NO CHANGE
oae Praaaer Control
53 1186 781LHPQX #8-15 x 1 LH Twlnfast Screw Zinc(S.S.) � ' * Revi ed By: Dote: RovWon:
54 78X1PFTFUA #8X1"Ph FI u/cut SMS _ No-58705 _ SC 05/20/15 NO CHANGE
55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel , _
60 1/8"Annealed or Tempered Glass ® Deae iptian: Drawn BY:
= o`•CCp2�IC w BOM&PART DETAILS J ROSOWSKI
1/61 3/16"Annealed or Tempered Glass 1070 TECHNOLOGY DRIVE 71t1e: Date:
62 1/4"An nealed or Tempered Glass 'T� FLOR10r• ��: N.VENICE, FL 34276
83 "- 4"Air-1/8"An.or Tem 05/11/11
,I.G. �,ss/p P.D. Box 1529 SINGLE HUNG WINDOW INSTALLATION
p rrr NP` r�t� NOKOMIS; FL 34274 Sariee/Alodel: Scala: Sheat: Drawlnp No. Rer.
64 1/8"-3116"Air-3118"An.Or Temp.I.G. A.LYN�1't�ll(�R,P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B
P.E.q 58705