HomeMy WebLinkAboutProduct Approval ST.LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COKE
'1'i El'.'=D JU`1 2111916REVI0 DATE ,VFiDDY
PLANS AP:F i ERMIT MUST BE K'LP T ON JTOB
MIAMI•DADE OR NO INSPECTION WILL BE MADE.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.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.
—,-..,
ng�W
DESCRIPTION: Series"W001,Aluminum S.
r 066 Mindo�v
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 NCA 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 NCA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0528.22
MIAMI•DADE COUNTY t} 5 Expiration Date: September 01,2016
7 J3 { Approval Date: August 06 2015
Page i
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: E-11DENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
2. Drawing No. MD-SH-200-01,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, pe. 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 thru 26,dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5t'
Edition (2014),dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-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.B.
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.
anue
�ProductContro xaminer
anue ez,P.B.
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 06 2015
GENERAL NOTES;SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
-- 53.113"71P-TO-TIP WIDTH r
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118"BUCK WIDTH 52-1/8"BUCK WIDTH
" 49-118"
_
3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY NO ANCHORS 49-118VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT `{ 8, •
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE.SEE TABLES 5&8,SHEET 4&5. FLANGE
FRAME HEAD -`B 3"MAX.
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4,ALL WOOD BUCKS LESS THAN A -
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED `( C
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS 8"MAX.FROM L- -• _ _ �,/ 35.112'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN CENTER OF ( VISIBLE _ __,� 35-1/2*
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. _ 21" LIGHT LIGHT
VISIBLE
MEETING _ O.C. 78' / LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL TIP-TO 6"MAX.O.G. /
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL I MAX� TIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING7FLASHING _ _ i HEIGHT _
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A
OF THESE INSTRUCTIONS, BUCK iO
e'MAX.FROM HEIGHT / _ } 77'
— r
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF BUCK// HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL / 23" / .
J S^ I
7)DESIGN PRESSURES; MAX.O.C._A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM -
E1300.
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANUE FRAME SILL -
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 8` � "�B NO ANCHORS REQUIRED —D
3" --� �-»- 6"MAX,O.C.
0)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1,8 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-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR -�
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
4001 SERIES(FIN FRAME).
GENERAL NOTES........................1
ELEVATIONS................................1
DESIGN PRESSURE RATING _ IMPACT RATING DESIGN PRESSURES............2&3
VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4
------ii1 8 E
WINDOW SHAPES AND SASH CONFIGURATIONS_ SEE SHEETS 2 AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE 3 IMPACT RE INSTALLATION,INTEGRAL FIN_6ANCHOR QUANTITIES.................0
SHAPE INA BLOCK AND OBTAINING DES10N PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS.................._.7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES... a
I-'- WIDTH -►I {..- WIDTH -«'I PARTS LIST...................................8
PRODUCT RSVISF.D
Os ildiogcomplyins-do,the Florida
Accepn8codo —10528.�12
J AccepRume No
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y rt/i ''.
HEIGHT ---'��- - -- -- HEIGHT ��\,(,ON' ENS..!(O� / JJ 10/10/11 2010 FBC NOTE BY
Rte,',•41G (' i flaN+ed Be. 0gla: Ravldom Miall Oda Product Oral
SGC 05/20/15 5th ed. FBG REV
B DexrlDBon: xn ByL�j _.— _.__ _ _ __ — —_ mG IS;:1t_ GENERAL NOTES&ELEVATION J ROSOWSKI
EOUALl1IF PROVIEWIORIEL ARCHTOPPROVIEWWRIEL RADIU97OPEQUALLRE � Q•', TA EOF `j'U� 1070 TECHNOLOGY DRIVE 710a: Dota:
��'• LOR+DP•''�(9; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/19
1,���`�\ 529
NOK MIS,�FLS34274
AttVriNtiiLlt P.E. SerN+/Mpdel: scale; Shalt: Orawlnp No. Rar
P.E.p5870S CERT, OF AUTH. (29296 SH-200 NTS 1 QF 8 Si
TABLE 1: TABLE 2:
x Monolithic Glass Types PRODUCT REVISED
Maximum a Design Pressure(lbslft)for Glass Type A, Fin&Flange Frame ns cum plying lvilh tho Flmlde
Window Sash Height A 1/8"Annealed Building Code
Height (see Figure A,this sheet) Maximum Window WidlhtB 1/6"Tempered nccaptnnco No
E pt lion Dat. �p�p
19-118" 26-112" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed
By
23" 11-9116"(Equal Lite) +5fi.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0! -90.0 R 3118"Tempered Miumi uda Mod_
under 18-9/16" +55.0, -90.0 +55.0 -90.0 +55.D -76.2 +55.0 -65.5 +55.0 -57.3 +50.2 -50.2 +44.8 -44.8 +39,9 -39.9 E 114"Annealed
37 1&9/16"(Equal Lite) +66,0 -90,0 +55.0 90.0 +55.0 84,2 +55.D -7A.5 +55.0 88.5 +55,0 81.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered
over 18-9/16" +55.0 -90.0 +55.0' -80.0 +55.0 -76.2 +55.0 -65.5 +55.0 -57.3 +50.2 -50.2 +44.8 44.8 +39.9 -39.9
under 15-718" +65.0 -90.0 +55.0 -87,1 +55.0 -73.4 +55.01 -83.8 +55.0 -58.8 +50.0 -50.0 +44.8 -44.8 +40.0 -40.0 (� rc�
119184thE(Equal +55.0 90.D +55.0 90,0 +55.0 78.7 +55.0 62:8 TABLE 3:
' +55.0 -58.5 +51.1 -51.1 +45.9 -45.9 +41,3 -41.3 r
3&31a° insulated Glass Types O CD Q
( q 82.7 +55.0~ +55,0 53.5 +55.0 •57.9 +54,Z -54.2 +51.5 51.fi U) G7 0
over 19114" +55.0 -90,0 +55.0 -e7,1 +55.0 -73.4 +55.0 -63.8 +55.g -56.8 +60.0 -50.0 +44.8 -44.8 +40.0 -40.0 G 1!$"Anne.. ,1!k'AilSpaca,1!$"Annealed m` O $ Z CD
under 19-9116 +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +56.0 55.3 +60.5 -50.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 H 3116"Annealed,3116"Airspace,1/8"Annealed O_ z�
45" 19-9116"thru 225/8"' +65.0 -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 I iJ$"TBmpered,114"Airspace,118"Tempered ~4 GI
22-9/16"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.0 -78.8 +55.0 58.1 +55.0 -58.5 +51.1 -51.1 +46.0 -48.0 +41.4 -41.4 d 3118"Tempered,3116"Airspace,1/8"Tempered t
over 22-9116" +65.0 -81.5 +55.0 -72.3 +55.0 -61.3 +55,0 55.3 +50.5` -50.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 Z Z cp
U.
under 20-1/8" +55.0 .71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 45.9 +41.1 -41.7 +38.9 -38.9 +38.2 -36.2 Z
20 118"thru 24-112"0 +65.0 -90.0 +55.0 82,5 +55.0 59.5 +55.0 -61.6 +55.0 -55.4 +49.3 -49.3 +44,6 44.0 +40.0 -40.0 ?
49" FIGURE N.SASH E U .. > 'N
24-9/16"(Equal Lite) +55.0 -9010 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 -57.8 +50,4 50.4 +45.0 .46.0 +40.1 •40.1 CROSS SECTION Q $O Q
(IMTH MONOLITHIC Z '£Z W 0
over 24-9/16" +55.0 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 -50.3 +45.9 -45.9 +44.7 4U +38.9+ -38.9 +36.2 -36.2 GLASS) d fY z W
under20-13/16" +55.0 57.8 +55.0 59.9 +53.3 -53,3 +48.5 -48.5 +44.1 -44.1 +40,2 -40.2 +37,6 -37.6 +34.8 -34.8 r =) § Z
505!8" 20-13/18"thm 24.11/18"' +55.0 -89.6 +65.0 -80.3 +55.0 -67.7 +55.0 -60.6 +54.2 54.2 +49.0 -49.0 +44.2 -44.2 +40.0 -40.0
+
24-314"(Equal Lite) +55.0 -90,0 t55.0 -90.0 +55.0 -75.4 +55.0 55.7 +55,0 -57.4 +50,3 50.3 ZO
atter 24.3/4" +55.B -87.8 +65.0 -59.9 +53.3 -553.3 +48.5 48.5 +44.1 .14.1 +40.2 -40.2 +37.8 -37.6 +34.8 -34.8 (l o $ � Z N
under 24.15/16" +55.0 -56.0 +43.8 -43.8 +41.9 -41,9 +39.1 -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.8 -27.6 l Ve W
61„ 24-16116"thru 30-51 +55.0 -75.0 +65.0 -66.0 +55.0 57.4 +51.0 -51.9 +47.4 -47.4 +43.2 -43.2 +39,9 -39.9 +37.3 -37.3 VISIBLE LIGHT �I SASH $$F-� gR U U) (9 �U)
30-9116°(Equal Lite) +55.0 TO +65.01 -75.6 +55.0 -66.6 +55,0 -59.7 +53.5 53.5 +48,7 -48.7 +43.g -43.9 +39.9 -39.9 HEIGHT '� HEIGHT � (/) LLL �rZ
over 30-9/16" +55.0] -67.6 +55.0 59.9 +53.3 53.3 +48.5 -08.5 +44.1 -44.1 +40.2 40.2 +37.8 -37.6 +34.8 -34.8 1 SASH HEIGHT-&9/16' �I
under 26-3/4" +54.7 -54.7 +41.2 -41.2 +40.3 -40.3 +37.811 37.8 +34,8 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26,5 I�
25-3/4"thnl 31-518"' +65.0 -72.0 +65.0` 53.2 +55.0 5 .1 -
5.7 +50.5 -50.5 +4046.1 +41.9 -41.9 +3g,p -39.0 +36.3 •36.3 ii "'v n
63' I N
31-9116"(Equal Lite) +55.0 -83.9 +55.0) 71,7 +55,0 -64.8 +55.0 -58.2 +52,4 52.4 +47.9 47.9 +43.3 -43.3 +39.7 -39.7
over 31-9/16" +55.0 57.8 +55.01 -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
under 29-3/4" +53.3 53.3 +39.7 -39,7 +39.1 739.1 -+-3677T-3e.7 +33.4, -33.4 +30.3 -30.3 +28.0 -28.0 +25.0 -25.8 d o
dx
73" 29-314"thru 36-5/8"' +55.0 51,0 152.01152.0 +48.2 48.2 +44.0 -44.0 +40,1 -40.1 +37,0 -37.0 +34.1 -34.1 +31.4 -31.4 a z z
36-9/16"(Equal Lite) +55.0 58.3 +55.0' -56.3 +52.1 521 +61.5 -51.5 +47.0 -47.0 +42,7 -42.7 +39.e -39.6 +37.0 -37.0
over3&9/16" +55.0 57.8 +55.01 -56.3 1+52.1 -52.1 +48.5 48.5 +44,1 .44.1 +40.2 -40,2 +37.6 -37.6 +34.8 -34.8
under 31.314" +53.3 -53.3 +39.7 59.7 +39.1 -39.1 +36.7 -36.7 1+33.4 -33.4 1+30.3 -30.3 +28.0 -28.0 +25.8 -26.8 1`111 I I l t 1 r
78" 31.3!4"thru 39"' +55.0 -58,3 +48.0 48.0 +45.2 46.2 +41.2 -41.2 1+37.9 -37.9 +34.8 -34.8 +31.7 -31.7 +29.5 -29,5 ``11v
391116"{Equal Lite) +55.0 82.5 +50.8 -50.8 +46.3 46.3 +45,2 -45.2 +44.2 -44.2 +40.3 40.3 +37.7 -37.7 +34.9 -34.9 NOTES �Ic /� W
'Tip-to-tip 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/a' ':,IL
dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". ANNEALED GLASS(TYPE A).
2 Overall sash height.For clear daylight height,subtract 3.9/16". = ?w u1 r. Amb
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH al
'Size range includes the standard Pro-View(3-alar-2 configuration)for the ghee Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE, o
J L
For overall sash width,subtract 2-15116"from the book dimension.
.0
TABLE 4: TABLE 2:
I'ItODUCr REVISED
2 Monolithic Glass Types ,,,,npIy1.s,.i1h the 14.1da
Maximum Design Pressure(lbs/It)for Glass Type B-J, Fin&Flange Frame n"&"'Code
Window Sash Heigh12 A 1/8"Annealed Acccpra„ce No) 22
Height' (see Figure A,this sheet) Maximum Window Width' 6 118"Tempered r xPl,m'"nnsre
1&1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/e" C 3116'Annealed By -
hlimni ade ProduNCm,
23" 11-9/18"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 1 -90.0 D 3/16"T'e
under 18.9/16" +55.0 -90.0' +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01, -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 114"Annealed u
3T' 18-9118"(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 +55.01 -73.4 F 114"Tempered
over 18-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 84.3 +55.0 -76.0 +55.0 -72,9
under 16-7/8" +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 TABLE 3:
36 31B" 15-7/8"thru 19-3/18"s +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O O
191/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 r7J O o
G 1/8"Annealed,114"Airspace,1/8"Annealed 1�O Z CD
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 -81.6 +55.0 -75.0 +55.0 58,5
H 3116"Annealed,3110"Airspace,318"Annealed � � � O
under 19.9/18" +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 I -80.2 +55.0 -73.2 +55.0 56.3 +55,0 -59.7 (�
s ! 1 1/6"Tempered,1/4"Airspace,118"Tempered €0
19-9N8"thru 22-518" +55.0 -90.0 +55.0 -90.0 -80.0 +55.0 -90.0 +55.0 -80.1 +55.0 I -78.5 +55.0 -70.0 +55.0 5
46' J 3116"Tempered,3116"Airspace,1/8"Tempered W W J
22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 63.0 Ur (
over 22-9/16" +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) LL
LL
under 20-118" +55.0 -90,0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 52.8 +55.0 -57.7 = S Z O
20-1/8"thru 24-117's +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 -7 � A M
48 CROSS SECTION O O in O
24-9/16"(Equal Lite) +55,0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74,2 +55.0 -65.9 +55.0 -59.1 (NTH I.O.GLASS) Z Z W p �
o%er 24-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 51.8 +55.0 -75.7 +55.0 -89.2 +55.0 -62.8 +55.0 57.7 Z Z
under 20-13116" +55.0 -9010 +55.0 -90.0 +55.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 -56.8 `- Cn
505/8" 20-13116"thru 24-11/18"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -83.2 +55,0 -72.7 +55.0 -64.5 +55.0 -57.8 iii �I O N W z
24-3/4"(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, -64.5 +55.0 -57.8 �i o C d T o
over 24-314" +65.0 -90.0 +55.D -9D.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 •61.9 +55.0 56.6 Z W eV
under 24-15/1 +55.0 -87.9 +55,0 -75.6 +55.0 55.7 +55.0 52.3 +55.0 -60.0 +55.0 56.5 +53.2 -53.2 +49.6 49.6 iii �j O J _
SASH '-7 U U) Ur
24-15/16"thru 30-5/8"3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55,0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT j !j HEIGHT 17) W Z_ •�
81" 30-9116"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.01 -74.1 +55.0 55.5 +55.0 -57.5 +51.1 -51.1 HEIGHT III II a� O
over30.9/16" +55.0 57.9 +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" Iii Ij
under 255/4" +55.0 53.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 -51.3 +48.3 48.3
25-314"thru31-516i3 +55.0 -83.9 +55.0 -71.7 +55,0 •89.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 58.5 +50.2 -50.2 Iii II �Y'v�i '
63"
31-9/18"(Equal Lite) +55.0 83.8 +55.0 -71.7 +55.0 69.4 +55.0 59,4 +55.0 59.4 +55.0 54.5 +55.0 -58.5 +50.2 -50.2 II jl o x
I •,
over31-9118" +55.0 53.9 +55.0 -71.7 +55.0 59.4 +55.0 •89.4 +55.0 59.4 +55.0 -84,5 +55.0 -58.5 +50.2 -50.2 Ali jl € �
1 Ci 0
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 +46.4 -46.4 0 0
nz z
29-314"thru 38-518i3 +55.0 58.3 +55.0' -56.3 +52.1 52.1 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.6 51.5 +46.4 48.4
73"
38-9/16"(Equal Lite) +55.0 58.3 +55.0 58.3 +52.1 I -52,1 +51.5 -51.5 +51.5 51.5 +51.5 151.6 +51.5 -51.5 +46.4 •46.4
over 36-9116" +55.0 58.3 +55.0 58.3 +52.1 -52.1 +51,5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 46.4 \\\\\v111I
under 31-314" +55.0 52.5 +50.8 50.8 +46.3 46.3 +45.2 -45.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 -05.0
_ � .• ..,Nim
78" 31-3/4"thru 39"' +55.0 52.5 +50.8 50.8 +46.3 -40.3 +45.2 -45.2 +45.0 -45.0 +45.0 45.0 +45.0 •45.0 +45.0 45.0 NOTES �4`.•' '• Lvj;.4
a
39-1/16"(Equal Lite) +55.0 58.3 +45.2 -45.2 +45.0 45.0 +45.0 -45.0 +45.0 -45.0 +45,0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS :_ _ i p
2.5 +50.850.13 +48,3 -4 '••4 m g
TYPES B-J.NOT APPLICABLE WITH I/a'ANNEALED GLASS(TYPE A). _y;y r- wci -
1 Tip-to-tip dimensions for flange windows shown,For fin windows or buck dimensions,subtract 1". ^ z;z m 4 r o 7-
2
2 Oeemll sash height.For clear daylight height,subtract 3-9116". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR;, i o i a
HEIGHT DIMENSION SHOWN ON THE TABLE. Z •;'��`J
3 Size range Includes the standard Pro-View(3-owr-2 configuration)for the ghen Window Height. ;�k• �V d
Far overall sash width,subtract 2-15/16"from the buck dimension.
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEIGMU
PERANCHOR PERANCHOR
OPTIONAL ADpON 13 EMBEDMENT REQUIREMENT REQUIREMENT TYP.ANCHOR
INSTALLATION — FLANGE @ HEAD, TYPE,
OPTION I SILL It JAMBS -y}-- 3 EMBEDMENT AND
I y_•. 114"MAX 41 27 EDGE DISTANCE
CURVED HEADER - SHIM PER SUBSTRATE,
INSTALLATION INTO WOOD "---��- EDGE 12 81 10 SEE TABLE S.
-,-•__-_r "'^1_�-,...%,,. _ DISTANCE r THIS SHEET.
2X,SEE NOTE 2,THIS SHEET. --
C-"'•s EMBEDMENT
TYP.ANCHOR
TYPE ••,
EMBEDMENT
_L114"MAX EMBEDMENT- EDGE
SHIM — MAX ANE -- ---r-- E4 DISTANCE
TYP.ANCHOR TYPE, SHIM DISTANCE PER PER 24
3 EMBEDMENTAND it SUBSTRATE,
I
1,485' II EDGE DISTANCE II 1 SEE TABLE 6,THIS SHEET. 32 EXTERIOR INSTALLATION
PER SUBSTRATE, t! Al 64
SEE TABLE 5,THIS II INSTALLATION J'�
h 36 SHEET. OPTION 1 INSTALLATION �/ INSTALLATIONANCHORSVISIBLE LIGHT II STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH
HEIGHT It 61 INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP
II WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
30
REQUIRED AT WADER. INTO MASONRY.
f I HORIZONTAL SECTION A-A
29 _
dTABLE 5: EGRESS FORMULAS
p12 STEEL Min.
—►1 r i/4"MAx,SHIM (EQUAL-LITE
'- Anchor Mln.F-dpe ---7
41 - SELF-DRILLING Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(O5),SEE- HEIGHT:TIP•TO•TIP WIDTHr2-6-6116"
2.751* 9 8 TABLE 5,TH75 A 1/4"410 SS Crel¢Flex Ungrouled CMU,(ASTM C 90) 1-314" 1-1/4"
BUCK SHEET �--- ___ P.T.Soulhem Pine(SG-.85) 9118'" 1-318"
EXTERIOR USE EITHER = -- V
LATCH(tl20)oR ISIBLE LIGHT FORMULAS
HEIGHT INSTALLATION #12 Steel SMTS S Aluminum,6083-T5 min. 318" 1/8" (EQUAL-LITE}
BOTTOM LOCK' OPTION 4 SCftrw(G5) Steel Stud,Gr.33 min. 318 0.034$(20 Go)* WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16"
TIP-TO-TIP (011)JESTEDINSTALLATION [- B A36 Steel 318• 1/81* WIDTH(FIXED):TIP-TO-TIP WIDTH-4'
HEIGHT IiJ�" UNIT LOCATION: ANCHORS P.T.Southern Pine(SG-.55) P 1-318" HEIGHT.(TIP-TO-TIP HEIGHT-7-1 IVp
36 - it II
6-5/8*FROM DIRECTLY INTO
( 64 VENT END. METAL 1/4"410 SS CreleFlex Concrete(min"3.35 kal)
Il i Ungrouted CMU•(ASTM C-90) 1-3/4" 1-1/4'
LIGHT
VISIBLE 1 I 7 _ 3 P.T.Southem Plne SG a.66 1' 1-318°
I
HEIGHT I! 11 34 DADE APPROVED MULLION, C 1/4'Steel Utmcon Concrete(min.2.9 ksl) 1" 1318"
li 11ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmuted CMU,(ASTM C-90) &112' 1-114"
`I II 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
(� �I PROPERTIES,TABLE 5,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.
2.264• 31 20
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 IX INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-112"THICK OR GREATER.1X AND 2X BUCKS 11ILODUCT RI3VISEU
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 oa complying with the Florida,
THIS SHEET, j ENGINEER OR ARCHITECT OF RECORD. Building Codo
_._L 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 11 I I I I I r r
Acceptance No 15'�
ex imllont)ate QDI
•~--- REFERRED TO AS DAYLIGHT OPENING)IS ���1ok .LYNN..... 4// //,,/ RQrieod B!" DoN= Rarinlon:
MEASURED FROM BEADING TO BEADING. ,,�� �"••1lGENSE•`�F�/''� JJ 10/10/11 2014 UPDATE tdiaml aa,•.PraaactCannot ,t
T 114•MAX SHIM Rovrsnd By: Data: Revrelon:
NO ANCHORS = ` No.56705 SC 05/20115 TABLE 5
REQUIRED IN . CONCRETE PER -
FLANGE - . ANCHOR -LI .' _ 81 Dnecdptlon: Omen By:
FRAME SILL •� REQUIREMENT �'p TE 0 (�j•:l(/tu; FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
pr•.
• :� ?/0
f ORIO? \a�`ti 1070 TECHNOLOGY N. VENN E.X15 34275
2 7 LVE Rtta Das
SINGLE HUNG WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B /i!,!�t) �j1tN� NOKOMIS:FL 34274 Sortea/Mod"C Scab; Shoat: DraMng Na, Row
A.LYRN 58708LEKP.E. CERT.OF Aunt. #29286 SH-200 NTS 4 OF 8 MD-SH2O0-01 B
P.E.e 5870.5
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGEDISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 1/4*MAX SHIM EDGE
EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX TYP.ANCHOR TYPE, DISTANCE
TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE
2X WOOD,SEE NOTE 2.THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE. NOTE 2,THIS
INSTALLATION j SEE NOTE 2. SEE TABLE 0,THIS SHEET. SHEET
OPTION 5 EMBEDMENT EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C
ID
2.
T
CURVED HEADER EDGE EDGE 2X WOOD, JE a
INSTALLATION DISTANCE SEE NOTE 2,
It 01
(SCREW) EDGE E THIS SHEET 26 41 27
CE
�ANC- -19
THROUGH THE FIN E DISTANCE
EDGE 12 61 0
DISTANCE _5� EMBEDMENT
DISTANCE
EMBEDMENT
F
114"MAX SHIM
6
TYP.ANCHOR TYPE, IW MAX SHIM
EMBEDMENTAND
1.465 -
EDGE DISTANCE 4 TYP.ANCHOR TYPE, ----
i I PER SUBSTRATE, EMBEDMENT AND EDGE INSTALLATION
SEE TABLE 0,THIS Ij DISTANCE PER SUBSTRATE, INSTALLATION
SHEET. SEE TABLE 6,THIS SHEET. 64 OPTION 6
VISIBLE 36 INSTALLATION --dPTION 5 32 INSTALLATION ANCHOR
(NAIL)THROUGH THE FIN
LIGHT l —OPTION E INSTALLATION 43 EXTERIOR
HEIGHT61 30 STRAIGHT HEADER ANCHOR(SCREW) - VISIBLE LIGHT WIDTH
I;I INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS
Il _ (SCREW)THROUGH THE FIN (EQUAL-LITE)
4-I MULLION SECTION WIDTH:SUCK WIDTH-3"
DADE APPROVED MULLION,MAY BE HEIGHT:BUCK HEIGHT12-5-13116
EXTERIOR VERTICAL OR HORIZONTAL.MAX,
INSTALLATION VISIBLE LIGHT FORMULAS
2.7 1. 1/4"SHIM.SEE SUBSTRATE
<�] USE EITHER OPTION 7 71 PROPERTIES,TABLE 6,THIS SHEET (EQUAL-LITE)
SUCK LATCH(N 29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4.1116"
HEIGHT IL 32 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK WIDTH-3"
I 114"MAX.SHIM
(#11).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT.'(BUCK HEIGHT- 12
36 UNIT LOCATION: 01
6-5/8 FROM iWITH FIN?,
fII 64 VENTEND. #fG STEEL REMOVED
— SELF-DRILLING ---- TABLE 6:
5)
VISIBLE I
LIGHT 7 SMS(G
HEIGHT Anchor Substrate Min.Edge Min.
34 Distance Embedment
CJ
2-l/Z'x.11Y'8ox Nail P.T.Southern Pine(BIG-.55) I12' 2-7/161
in, EXTERIOR 6 2-112"x.131"Common Nail P.T,Southern Pine(SG-.55) oil&, 2-7116,
43 2-1/2"x.146'Rooling Nail P.T.Southern Pine(SG=.55) IW
@ P.T,Southern Pine(SG-.65) 314" 1-316'
2.254' 3120 ALUMINUMfSTEEL FRAMING OR STEEL Aluminum,6063-TS min. W, 118"
STUD.SEE SUBSTRATE PROPERTIES, Ill 0 Steel SMS Screw(G5)
TABLE 6.THIS SHEET. Steel Stud,Gr.33 min. 3/8'. 0.036 PRODUCT REVISED
NOTES A36 Steel 318" 1/8'. m wnplyikili vAlh the Florida
1)USE ONLY SUBSTRATE I I*t"V)MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, Building Co&
1/4'MAX:sHim .0 1'. A=ptww-.No1 -22
APPROPRIATE ANCHORS LISTED -- Rx%'-lionDahe tjt20)f*
F ON TABLE 6 OF THIS SHEET. 31A1 L T'v'v 4 R*Wo.d By., Daft.
Rowe*
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE MAP,
EMBEDMENT AND EDGE 10/10/11 NO CHANGE mh
PET DISTANCE LIMITS.ANY Mi='DdC Product
DISTANCE PER SUBSTRATE,- DISTANCE A..E INSTALLATION OPTION SHOWN No. R.1foad By. Date.
S 50705
EE TABLE 6.THIS SHEET. MAY BE USED ON ANY SIDE OF THE SC 00'1')0/1.!3EDGE WINDOW. NO CHANGE
DISTANCE q/.
INSTALLATION 2)2X WOOD FRAMING OR BUCK, FIN FRAME INSTALLATION DETAILS J ROSOWSKI
OPTION 6 EMBEDMENT 1-1/2'THICK OR GREATER. -1A nRo�i-
1(e,
1070 TECHNOLOGY DRfVE 'Otte,
INSTALLATION ANCHOR Do
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHTN. VENICE, FL 34275
I","ONAL PO BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(ALSO REFERRED TO AS DAYLIGHT NOKOMIS: FL 34274
OPENING)IS MEASURED FROM I I I I Serles/AlodW: - Drowlg9 Ne, Ift..
- -at'
VERTICAL SECTION D A.LYNN MILLER,RE --rs"I" Ish F 8 B
-D BEADING TO BEADING. P.E.#08705 CERT, OF AUTH.J29296 SH-200 NTS 50 MD-SH200-01
PRODUCT REVISED
.complying wilh the Flmldo
Building Code
8 Acceptance No 05 ,QQ
ANGLED/CURVED ANGLED/CURVED 1! 'mhon Date wv(P
FRAME FRAME By
ASSEMBLY 90°CORNER ASSEMBLY ' a& coduct t:
ME
90°CORNER ASSEMBLY
FRAME 3 \ s Y m
ASSEMBLY ♦ 6 � A
3
O
�IYIE�EP
�O J z C14
o
J 1'WEEP j 50 61 � � � Q 0
NOTCH® NOTCHY 6 G Q
EACH END I / EACH END LLI LLI J p
I' 2 6 O O d
g
LL
MITERED FRAME 50 51 FLANGE FRAME V U O Z +�O
50 51 WITH FRAME MITERED FRAME SHOWN,FIN _ O O � A
FRAME SIMILAR
WELDS AT WITH FRAME > O
SCREW BOSSES WELDS AT Z Z
SCREW BOSSES m Z F.
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR U) L9 Z
CD
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o •• LO Q �_ o
�i9Z J :c� 0so z �
�C)
1/2"NOM. 1M"NOM
GLASS STACK GLASS STACK
'ANNEALED OR _ 3116'ANNEALED OR 1!4"AIRSPACE 3/16'AIRSPACE ®
1/8
_ 114"ANNEALED OR 1/8'ANNEALED OR _ 3116'ANNEALED OR
TEMPERED GLASS f' TEMPERED GLASS I TEMPERED GLASS I� TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS 118"ANNEALED ORj ut eyi
TEMPERED GLASS TEMPERED GLASS
60 1 41 II III 61 42 43 63 IIj 62 SII I II j Z�x
II II I 49 11 I' -__64
0
3/B'NOM, jl �� 318'NOM. IIII 318"NOM. III 310'NOM. III II 318'
GLASS BITE _ I GLASS BITE IIII GLASS BITE III GLASS BITE I I II GLASS BITE II I
-1} 36 VV36
36 36 I 36 33 32
7 7 7O 7
>
yZ
1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G._GLAZING DETAIL 1/2" I.G.GLAZING DETAIL == ���•°__=�q
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J y'•,xy o W
Ak
/�/1/111111111`
Item PGT pGTPart# Description
# Dwg.# I 2'01•
1 2703E 62703EW Flange Frame Head 1
2 2751B 62751 BW Flange Frame SIII 2.000- 23e• .oso• � '062'� .
3 2781 62781W Flange Frame Jamb •062 500• 062• 1.125•
4 2713 62713BW Integral Fin Frame Head 2.600
5 2714E 62714EW Integral Fin Frame Sill .050 I 2'0°° 1 oso
6 2782 62782W Integral Fin Frame Jamb .869 �L—� oso - 500•�- asz
7 2706 62706DW Sash Bottom Rail 1 062'
.062' .062'
8 2707 02707CW Sash Top Rail 500• os2• os2 L
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD f OSo' .050• 062' �-
10 2709 62709CW Sash Side Rail 1 6063-T6 ALUMINUM 2.056'
2 FLANGE FRAME SILL 3 FLANGE FRAME JAMB 4 INTEGRAL FIN FRAME HEAD
11 27408 742740AW Sash Bottom Lock 6063.76 ALUMINUM 6063•T6 ALUMINUM 06053.75 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 1
•21 1662C 71662CW Head/Sill Gasket,PDlyethelyne 2.056" ---- 3.225' 1 .976' I
22 1270 7PAD718 Open Cell Foam Pad 050 1,125' +I 050' I 1.167" �{
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC 062 7 I oso
24 4066 64066G Wstp.,187 X.230 Fin Seal 2 000, 1 1.607. 062 1.896- 7�
25 2784 72784W Sash Side Rail Gasket,Polyethelyne - .g76 -050" 1.229• .05°• r
26 1076 7121 UM Balance Take-out Clip 1.125' 97fi 50 } 062' —n 13 ADDON FLANGE
27 Varies per Size Balance 1 062" J 6063-T6 ALUMINUM
28 2711 4280OW Sash Cam,Nylon oso 1 6' oez
29 1096 71096W Sweep Latch,Zinc 2.056 .050• 926 •600'
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB 07 SASH BOTTOM RAIL SASH TOP RAIL
30 1016 71267N #8 X.gB Block
1/SMSLatch Screws 5 6063.76 ALUMINUM 06063-TB ALUMINUM 6063-T6ALUMINUM 06063.76 ALUMINUM
31 1267 71267N Setting Block 1/8"x 112"x 1",EPDM
32 6DURAK316 Duraseal-3/16" -►Ir* .062•
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring .062• -- —r
06 /
35 Screen Cloth,Fiberglass 1.662' 1.197'
36 Dow Coming 899 Silicone Glazing Sealant .062" - .oso• - � .036• .826•
401625 61625B Glass Bead(118"Glass) 67a A
41 2719 62719B Glass Bead(3/16"Glass) -� .062• 1.167•
-�
42 1263 612638 Glass Bead(114"Glass 1.010•
O FIXED MEETING RAIL r- SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP
43 1253 BVT48B Glass Bead(I.G.) a 10 11 12 as complying%villl the Florida
50 781 PQA #8 X 1"QUAD Pn SMS building Code
Acceptance No 15-c:
51 781PS-X #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 1 I I'"++ Bxptrmion Date, /jp tG
��� LYNN 7/i Raviaod 6y: Data: Revislon:
52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Zinc �� ��V..ENSFM/��FQ�/� JJ 10/10/11 NO CHANGE M+��+ aac ProaaalConuol
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) Q�,.' ` R.N,ae
•'.•* ey: Data: RevAron:
54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS _ No.50705 - SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel - ® Deac 1plion: Drawn By:
60 1/8"Annealed or Tempered Glass =ro a-
22�IF5 . w= BOM&PART DETAILS J ROSOWSKI
61 3116"Annealed or Tempered Glass TE
62 1/4"Annealed or Tempered Glass '. � R`OF 1 N.VENICE, Fl.34275 IVE nt+e: Date:
83 1/8"-114"Alr-118"An.or Tem .I.G. /,;ss/pNA� P.O. BOX 152e SI GLE HUNG WINDOW INSTALLATION 05/11/11
Temp. /+++I+ I"��� NOKOMIS: FL 34274 �,{ee/Nodal: L:oN: Sheet: Drawfny No. Rav;
64 1/8"-3/76"Air- 118"An.Of Temp.I.G. A.LIA II�ER.P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B
P.E.N 56705