HomeMy WebLinkAboutProduct Approval 1164 -osa
ST.LUCfiE COUNTY BUILDMG D"ION
REVIEWED FOR CO: LIANCE
REVIEWPrD R.Y
DATE 2—
PLANS AAA:ERMIT MUST BE KIEPT ON JOB
MIAMI•D�ADE OR NO INSPECTION WILL BE MADE.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ,vww.miamldade.eov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
J 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 "SAH 200"'A�`ldm—npm S>< In aHun W>Inclaw N:111
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0528.22
MIAMI•DADE CO r 3�} 5 Expiration Date: September 01,2016
�J + 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. Diawinig No. MD-SH200-01,titled"Single Hung Window Installation"sheets I
through 8 of 8, dated 05/11/11 with revision B dated 05/20/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared.by Fenestration Testing Laboratory, Inc.,Test Report
No. FTL-6479,specimens I thru 26,dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51'
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. W- ada&&241.9a -
LAfiuueez,P.E.
Product ControKxaminer
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). - 53.1!8"TIP-TO-TIP WIDTH
52-1/B'BUCK WIDTH �
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118'BUCK WIDTH _ 48-118,
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY NO ANCHORS 4E • _ VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED W VISIBLLE LILIGHT 9'MAX
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&6. FLANGE �B 3'MAX. �- r'--�D
FRAME HEAD
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A i C i
1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 35.12' l}
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1X AND 2X BUCKS B'MAX.FROM ---'X71) -' VISIBLE L,_ ------------
_____ _ 35-12'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF T 27• LIGHT �_ VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 78' LIGHT
RAIL / MAX.O.C. TIP-TO 8'MAX.O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF —.1T3- TIP
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL 7T___ HEIGHT
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGff8'MAX.FROM
LASHING --- - A C
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE DUCK
OF THESE INSTRUCTIONS. / HEIGHT / I 4 BUCK
)_ —� L._. _.J
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 / 23•
1 MAX.O.C. � 1Ij
7)DESIGN PRESSURES: --- - — -- -
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM --- -
E1300. I I "rD
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J '--^'B NO ANCHORS REQUIRED 3.MAX
ANALYSIS AND GLASS PER ASTM E1300. MAX' IN FLANGE FRAME SILL --«j I+- 6'MAX.O.C.
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (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 NO&ANSIIAF&PA NDS FOR
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 IMPA�TANCE
DESIGN PRESSURES............2 8 3
VARIES, NOT INSTALLATION,FLANGE.............4
SEE SHEETS 2&3 IMPACT INSTALLATION,INTEGRAL FIN...S
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR DETAILQUANTTIES.................7
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS.......................7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
PARTS LIST...................................8
Imo— WIDTH ►I {+ WIDTH —I
-= ..--- -------- _
-- --�� � PRODUCT REVISED
os complying with the Florida
/ Building Colo 15057$,2'z
Ex rolls Oale 16
rl Revleed By: Date: Revision;
\\ LYNN
41/4� i,�� JJ 10/10/11 2010 FBC NOTE By
HEIGHT --__
TABLE 1: TABLE 2:
z Monolithic Glass Types PRODUCT REVISED
Maximum , Design Pressure(lbslft)for Glass Type A, Fin&Flange Frame "nnnplyina'01%the Florlds
Window Sash Haight A 118"Annealed 4u11dlng code
r (see Figure A,this sheet) Maximum Window Width' aacapisncc xo -t?9
Height B 1I8"Tempered
19-118" 26-1/2" 33" 37" 41" 45" 49" 53.1/8" S pir ti nDate
C 3116"Annealed VPB
23" 11-9116" E ust 55,4 -90.0 +55.0 -90.0 +65.0 -90.0 +55.4 -90.0 +55.41 -90.4 +55.4 -90.0 +55.0 -90.0 +55.0 -90.0 y
( q Lite)) R 3118"Tempered Minrni adoProdust
under 18-9/16" +56.0 -90.0 +55.0 -90.0 +56.0 -75.2 +55.0 -65.5 +55.0 -57,3 1+50.2 -50.2 +44.8 -44.8 +39-11 E 114"Annealed
37' 18.9/16"(Equal Lite) +56.0 -90.0 +55.0' -90.0 +55.0 -84,2 +55.0 -74.5 +65.0 -66.5 +55.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered
oter18-9/16" +55.0 •90.D +55.0' .90.0 +55.0 -76.2 +55.0 -65,6 +65.0 -57.3 +50.2 -50.2 +44.6 44.8 +39.9 1 -39.9
under 16.718" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.4 -63.8 +65.0 -56,8 +60.0 -50.0 +44.8 41.8 +40.01 40.0 co T
TABLE 3:
15-718"thru 19-3116"' +55.0 -9 +55.0 -90.0 +55.0 -78.7 +56.01 -68.0 +55.0 -58.5 +51.1 -51.1 +45.9 -45.9 +41.3 -41.3 'S r
36316" 0.0Insulated Glass Types G) � 9
19-1/4"(Equal Lite) +55,0 •90.0 +65.0 t -90.0 +55.0 82.7 +55.0 -72,8 +55.0 X3,5 *55.0 -57.9 +54.2 -54.2 +51.5 51.b 1!y O O
over 19.114" +65.0 -90.0 +55.0 -87.1 +65.0 -73.4 +55,0 -63.8 +56.0 -56.8 +50.0 50,0 +44.8 -44.8 +44.0 40.0 G 1/8"Annealed,114"Airspace,1/8"Annealed 0 Z CD
under 19-9116" +55.4 -81.5 +55.0 -72.3 +65.0 -61,3 +55.0 -55.3 +60.5 50.5 +45.8 -45.8 +42.01 -42.0 +38.7 -38.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed � ry � Q �Z
45"
19.9/16"thru 22518"' +56.0 -90,0 +55.0 •87.9 +65.0 -74.0 +65.0 -64.3 +55.0 -56.9 +60.1 50.1 +44.0 -44.8 +40,0 -40.0 1 1/8"Tempered,1W Airspace,118"Tempered ~ 0
22-9/16"(Equal Lite) +56.0 -90.0 +55.0, -90.0 +55.0 -78.6 +55.0 58.1 +55.0 -58,5 +51.1 •51.1 +46.0 •i8.0 +41,4 41.4 J 3118"Tempered,3116"Airspace,1181 Tempered ul LJ
over22-9+1611 +55.0 -81.5 +55.0 72.3 +55.0 51.3 +55.0 -55.3 +50.5 -50.5 +45.61 46.8 +42.0 42.0 +38.7 38.7 (h Z }- 00
under 20-1/8" +55.0 -71.6 +55.0 .62.8 +55.0 55.4 +50.3 -50,3 +45.9 -45.9 +41.7 41.7 +38.9 -38.9 +36.2 -36.2 C"
40' 20-118"thru 24-112"' +66.0 •90.0 +65.0 -82.5 +55.0 59.6 +55.0 51.6 +55.0 -55.4 +49.3 -49.3 +44.6 -44.0 +40.0 40.0 FIGURE A:SASH U U N
24.9116"(Equal Lite) +65.0 .90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 .57.8 +50.4 50.4 +45.0 •45.0 +40.1 •40.1 CROSS SECTION Z Z Q Q
(WITH MONOLITHIC Q
oxer 24.9116" +65.0 •71.6 +65.0 -62.8 +55.0 -55.4 +50.3 -50,3 +45.9 -45.9 +41.7 41.7 +38.9 -38.9 +36.2 -36.2 GLASS) Z F-
under
--
under20-13/16" +55.0 -67.8 +66,0 59.9 +63.3 -53.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34,8' -34.8 Z
20-13/16"thru 24.11!16" +55.0 •89.6 +65.01 .80.3 +65.0 -87.7 +55.0 -60.6 +54.2 -54.2 +49.0 -19.0 +44.2 -4x.2 +40.0 40.0 II O O U
50-5/8" 24-314"(Equal Lite) +55.0 .90.0 +56.0 -90.0 +55.0 -75.4 +65.0 55.7 +55.0 -57.4 +50.3 -50.3 +44.91 -44.9 +39.9 -39.9 I� o 0. O
over 24.3/4 "+55.0 •67.8 +65.0 -59.9 +63.3 53.3 +48.5 •48.5 +44.1 •44.1 +40.2 -40.2 +37,6 37.8 +34.8 -34.8 r' �- O Z =
under 24-16/16" +55.0 -b6.0 +43.6 43.8 +41.9 .41,9 +39.1 -39.1 +36.0 -35.0 +32.6 32.6 +30,0 -30.0 +27.8 -27.6 II U J 2
61" 24.15116"thru 30.5/8"' +55.01 -75.0 +66.0 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 vrSIBLE LIGHT jt SASH $$-o $$U x13 0 to
30-9116"(Equal Lite) +55.0 -87.9 +55.01 -75.8 +55.0 -66,6 +55.01 -59.7 +53.5 -$3.5 +46.7 -48.7 +43.9 -43.9 +39.9 39.9 HEIGHT i{I HEIGHT p o •� Q in
oxer 30 9118" +55.0! 67.8 +65A 59.9 +53.3 53.3 +48.5 48.5 +44.1 -04.1 +40.2 40.2 +37.8! -37.8 +34.8 34.8 SASH HEIGHT-3.9/16- 1' X44 �°
under 25-3/4" +54.7 -54.7 +41.2 41,2 +40.3 40,3 +37.8 -37.8 +34.6 -34.6 +31.3 31.3 +28.9 -28.9
- +26.5 -26.6
0 +36.325.3/4"thru 315/8 ' +55.0 -72.0 +60 63.2 +55.0 55.7 +50.5 -50,6 +48.1 46.1 *41.9 41.9 +39.0 8. 38.3
633
31-9116"(Equal Lite) +56.0 •83.9 +55.0 -71.7 +55.0 -64.6 +55.0 -58.2 +52.4 -52.4 +47.9 X7.9 +43.343.3 IItI ® F N
~ ppmN
-39.7 41
1
oxer31-9118" +55.0 -67.8 +65.0 -59.9 +63.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.8 -37.6 +34.6 34.8 jl = r,$�
under 29.314" +63.3 -53.3 +39.7 -39,7 +39.1 39,1 +36.7 -36.7 +33.41 -33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -25.8 �;o 3 c
29.3/4"thru 36.5/8"' +55.0 +52.0 52,0 +48.2 48.2 +44.0 •4.0 +40.1 40.1 +37.0 -37.0 +34.1 -34.1 +31.4 •31.4
73" 36-9/16"(Equal Lite) +55.0 -68.3 +550' 563 +52.1 52,1 +51.5 -51.5 +47.0 47.0 +42.7 427 +39.8 -39.6 +37.0 37.0
oer369118" +65, 87. +550 -663 +52.1 -62.1 +48.5 48.6 +44,1 •4,1 +40,2 40.2 +37.8 -37.8 +34,8 34.8
under 31314" +53.3 -53.3 +39.7 9.7 +39.1 9,1 +36.7 6.7 +33.4 -33.4 +30.3 -30.3 +28.D -2 .0 +26.8 -26.8
'31.3/4"thru 39 +78" ' -58.3 +48.0 .48,0 +45.2 46,2 +41.2 41.2 +37.9 -37.9 34.8 -34.8 +31,7 31.7 +29.5 -29.5
NOTES tixxx x
39-1118"(Equal L - 25 +508 -50.8 +46.3 46.3 2 -45.2 +44.2 44.2 +40.3 40.3 +37.7 -37.7 +34.8 `t I t2I 3I I 3r r�r r�x r�
o f 0
+46
Wu
�,p
r 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8'
lip-to-tip dimensions for Range windows shown.For fin windows or buck dimensions,subtract V. ANNEALED GLASS(TYPE A). p
Overall sash height.For clear daylight height.subtract 3 9118". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH v a
'Size range includes the standard Pro-View(3•o%er-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE.
For owrait sash width,subtract 2-15116"from the buck dimension.
TABLE 4: TABLE 2:
PItOOUCf REVISED
Maximum 2 Design Pressure(lbs/lt2)for Glass Type B-J, Fin 8 Flange Frame Monolithic Glass Types B,n1dw C.d.uS tfaNlmlda
Sash Height Av ptaC'udo ,22
Window A 1!a'Annealed Acceplancc Nu
r (see Figure A,this sheet Maximum Window Width' Bxpuur'aa nam
Height B ) B 1/8"Tempered
10-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/B" C 3116"Annealed BY -
Miami uda Pruducr Cml
23" 11-9/16"(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 -90.0 D 3116"Tempered
under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.01+55.01, -90.0 +55.0 X4.3 +55-0 -78.0 +55.0 -72.9 E 1/4"Annealed
3T' 18-0/16"(Equal Llte) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +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
under 16-7/B" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -BB.5 +55.0 -81.8 +55.0 -75.0 +55.0 -86.5 TABLE 3: > a
15-7/8"thru 1&3/16"3 +55.0 -90.0 +55.0 -90.o +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 u7 Q
38-316, f) s p
10-114"(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 1/8"Annealed,1/4"Airapace,1/8"Annealed O Z N
over 19-114" +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 R'
H 3116"Annealed,3/111"Airspace,1/8"Annealed O 2
under 19-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 56.5 +55.0 -60.2 +55.0 -73.2 +55.0 -68.3 +55.0 ;59.7
19-9/18"thru 22-516" x55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -00.0 +55.0 80.1 +55.0 I -70.5 +55.0 -70.0 +55.0 6 ;' 1 1/8"Tempered,114"Airspace,1/8"Tempered
45 22-9116"(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 -83.0 3/16"Tempered,3/16"Airspace,1/8"Tempered W W
owr22-9118" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 50.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 H co
Q Q Z LL
under 20-1/B" +55.0 -90.0 +55.0 -90.0 +55.0 -88.0 +55.0 -81.8 +55.0 -75.7 +55.0 59.2 +55.0 -62.8 +55.0 -57.7 = 2 y O
20-118"thru 24-1/2"' +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
49' CROSS SECTION 0 O M O
24-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +65,0 85.9 +55.0 -59.1 (WITH I.G.GLASS) Z Z W p fn
over 24-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.6 +55.0 -75.7 +55.0 -80.2 +55.0 -62.6 +55.0 57.7 a Z _a I-
Z
under 20-13116" +55.0 -00.0 +55.0 -90.0 +55.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 -56.8 `- Cl)
I - U
20-13116"thru 24-11/16"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 I 0 N W Z
50-5/0" 24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -00.0 +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 I o
jj o o a = CD
over 24-314" +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 Ili I ZLLI
N
under 24-15/15"
+55.0 87.9 +55.0 75.8 +55.0 55.7 +55.0 82.3 +55.0 80.0 +55.0 -58.5 +53.2 -53.2 +40.6 49.6 iii ji SASH U U U �
24-15/16"thru 30-5/8"' +55.0 57.9 +55.0 -75.8 +55.0' -74.1 +55.D -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 -57.5 +51.1 -51.1 VISIBLE LIGHT III II HEIGHT fn W �Z
61" HEIGHT III I) a a Cl (n
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 -65.5 +55.0 57.5 +51.1 -51.1 a ii
over30-9116" +55.0 -87.0 +55.01 -75.6 +55.0, -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 57.5 +51.1 -51.1 SASH HEIGHT-3-9/16" jlj jl
III 11 �,n m
under 25-3/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.0 +55.0 -57.8 +54.5 -54.5 +51.31 -51.3 +48.3 -08.3
25-314"thru 31-518"3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 59.4 +65.0 59.4 +55.0 54.5 +55.0 -56.5 +50.2 -50.2 l I j a!
63" 31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -89.4 +55.0 -64.5 +55.0 58.5 +50.2 -50.2 J ISI II USN
over31-9118" +55.0 53.9 +55.0. -71.7 +55.0 59.4 +55.0 •69.4 +55.0 -69.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 li II €y
Fa. o
under 28-314" +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 48.4 c o:
29-314"thru 36-5!0"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 +51.6 51.6 +46.4 -08.4
73"
38-9/16"(Equal Lite) +55.0 88.3 +55.0 I -50.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.51 -51.5 +51.5 -51.5 +48.4 48.4
over 36-9/16" +55,0 88.3 +55.0 -56.3 +52.1 -52.1 +61.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +48.4 48.4 -1 1"
under 3l-314" +55.0 82.5 +50.8 -50.8 +46.3 -48.3 +45.2 -45.2 +45.0 -05.0 +45.0 45.0 +45.0 -05.0 +45.0 -45.0 `� 3t •........,IV/
79' 31-3/4"thru 39"3 +55.0 •82.5 +50.8 50.8 +46.3 -08.3 +45.2 -05.2 +45.0 -05.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 NOTES R�Q,.' �
J: - d:�;a
39-1/16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3146.3 +45.2 45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +q5.0 45.0 TYPES B THIS
NOT APPU AB E IW WITH 1 BNDOWS TANNEALHAT E D GLASS(TYPE A). - `GLAZED WITH GLASS - ~ h or �w z.:2 w
-z:- m Ctr o;Z�33
2Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". x)FOR SIZES NOT SHOWN ROUND UP TO THE NEXT AVAILABLE WIDTH OR- j,J 6 O�w
Ovefell sash height.For clear daylight helght,sublreef3.9116". ) z r4?a
HEIGHT DIMENSION SHOWN ON THE TABLE.
3
Size range includes the standard Pro-Vlew 3-0eer-2 configuration)for the given Window Height. •r
For overall sash width,subtract 2-15116"from the buck dimension. %,,�yb'' •••• Ov��`
i�,' ralllllrPwv
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETEICMU
"-- PERANCHOR PERANCHOR
13
OPTIONALADDON EMBEDMENT ,.t TYP.ANCHOR
INSTALLATION — FLANGE @ HEAD, t REQUIREMENT REQUIREMENT TYPE,
OPTION 1 SiLLB.IAMBS f[ 3 EMBEDMENTAND
CURVED HEADER _ __ I •„�- 114"MAX 4127 EDGE DISTANCE
SHIM 12 61 10 PER SUBSTRATE,
EDGE
INSTALLATION INTO WOOD - SEE TABLE 5,
2X,SEE NOTE 2,THIS SHEET. �-• DISTANCE " THIS SHEET.
EMBEDMENT '• - - -
TYP.ANCHOR
TYPE._� •,, _ 3g EMBEDMENT
�1/4"MAX 1/X� EMBEDMENT EDGE
SHIM — MAX AND EDGE -- - ---- ` DISTANCE
TYP.ANCHOR TYPE, SHIM AND
PER • --
3 - EMBEDMENT AND I SUBSTRATE, _ -- - --
i SEE TABLE 6, _
1.465° It EDGE DISTANCE II 1 THIS SHEET. _ 32 EXTERIOR INSTALLATION
(( 1 PER SUBSTRATE, 11 43 64
SEETABLES,THIS it INSTALLATION
11 36 SHEET. OPTION 1 INSTALLATIONfL1 OPTION 3
VISIBLE �I STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT 11 INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH IX BUCKSTRIP
HEIGHT II 61 INTO MASONRY.
I WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-T4-TIP WIDTH
II 30 REQUIRED AT HEADER. INTO MASONRY.
Ir HORIZONTAL SECTION A-A
It 29 EGRESS FORMULAS
—►i � 114'MAX.SHIM TABLE 6:
#12 STEEL '- - (EQUAL-LITE)
SELF-DRILLING
41 Anchor Min. min.
Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4•
SMS(G5),SEE- HEIGHT:TIP-TO-TIP VJIDTHl2.6 6116'
2.751* 9 / L n/ TABLE 5,THIS A 1141410 SS CroleFlox Unpnwled CMU,(ASTM G00) 1-3/4" 1.1/4'
/ SHEET Tn
P.T.Southern Plne(SG=.55) 9116" 1316HEIGHT EXTERIOR 1 USE EITHER '' #12 Steel SMS Aluminum,6063-TS min. 3/8' 116"• VISIBLE LIGHT FORMULAS
LATCH(#20)OR INSTALLATION -.—.- EEQUAL-LITE)
BOTTOM LOCK' OPT(ON Q Screw(G5) Steel Slud,Gr.33 min. 318' 0.0346(20 Ge)• WIDTH(SASH):TIP-TO-TIP WIDTH-5.1116"
TIP-TO-TIP - 32 (#11).TESTED INSTALLATIONA36 Steel 318" 116•• WIDTH(FIXED):TIP-TO-TIP WIDTH-4'HEIGHT tU IT BOFROION• ANCHORS P.T.Southern Pine(SG=.55) 1° 1^316' HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16"y2
DIRECTLY INTO� 64VENT END. METAL 1/4"410 SS CreleFlex Concrete(min.3.35 ksl) 1" 1°VISIBLE Ungrouted CMU,(ASTM C-90) 1-3/4• 1.114'4 i P.T.Southern Plne(SG=.65 1" 1.318"
LIGHT II
HEIGHT I! it 34 DADE APPROVED MULLION, C 114'Steel Uftecon Concrete(min.2.9 kal) 1" 1-31W
II II ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C^90) 2-11T' 1^11A'1
ii ii 11 PROPERTIES.TABLE 6, HE SHEET. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
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 1.12'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
BUCKSTRIP, I 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS PRODUCT REVISED
SEE NOTE 2, JI (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INF—LATION IS THE RESPONSIBILITY OF THE na c�mptying with rho Floddu,
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. - Duildin Aocepwnco do
Cu
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO '1011 IJ I r//, PX tmtron Dale )
- — REFERRED TO AS DAYLIGHT OPENING)IS \00 LYNN 41, ffi� Revisod DY•' Date. Revielon.,
MEASURED FROM BEADING TO BEADING. `���4` •'; '(.Fp��� JJ 10/10/11 2014 UPDATE M
\CCNS, iami ads Product Comsat I
114"MAX SHIM ` Ravfaed$: tote: Ravrelon:
No.50705 "'
NO ANCHORS '• = SC 05/20/15 TABLE 5
REQUIRED IN • " CONCRETE PER =
FLANGE ANCHOR - OaeerfpHan: Drawn By:
FRAME SILL . REQUIREMENT TEO ( � FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
• �lOt� '•. ` 1070 TECHNOLOGY DRIVE True., Dohs:
1 �`� •.,�oR1oP.•a���, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B '' Sf M11JFI` ��`' NOK.O. BOX
OFL 1529
34274
A.LYtiMIM4L% N P.E. Sodea/Modal Seale: Sheat: Droning No, Rav;
PE.#58705 CERT, OF RUTH. 129296 SH-204 NTS 4 OF$ MD-SH240-01 8
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 114*MAX SHIM EDGE
EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX DISTANCE
TYP.ANCHOR TYPE,
TABLE 6,THIS SHEET
EMBEDMENT AND EDGE 2X WOOD,SEE
INSTALLATION 2X WOOD,SEE NOTE 2,THIS SHEET 2X WOOD. DISTANCE PER SUBSTRATE, NOTE 2,THIS
OPTION 5 EMBEDMENT EMBEDMENT SEE NOTE 2, SEE TABLE 8.THIS SHEET. SHEET
CURVED HEADER ZXWOOD.THIS SHEET HORIZONTAL SECTION 10-
EDGE EDGE 6
INSTALLATION DISTANCE DISTANCE SEE NOTE 2. -
ANCHOR(SCREW) THIS SHEET 426) 41 27
THROUGH THE FIN EDGE 61
ANC_
EDGE 12 0 EMBEDMENT
DISTANCE
DISTANCE
"MAX SHIMF EMBEDMENT -------- --
I
1/4"MAX SHIM J I
TYP.ANCHOR TYPE, 36
EMBEDIVIENTAND @)
1.465' EDGE DISTANCE 4 TYP.ANCHOR TYPE, ------
PER SUBSTRATE, EMBEDMENT AND EDGE (24 INSTALLATION
SEE TABLE 6.THIS Ij DISTANCE PER SUBSTRATE, —
INSTALLATION fly OPTION 6
SHEET. 64
SEE TABLE 6.THIS SHEET.
VISIBLE 1, 36 INSTALLATION OPTION 5 32 INSTALLATION ANCHOR
LIGHT 11 OPTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
HEIGHT61 /-030 STRAIGHT HEADER ANCHOR(SCREW) VI$ISLE LIGHT DTH
Ij INSTALLATION ANCHOR THROUGH THE FIN
(SCREW)THROUGH THE FIN BUCKWIDTH EGRESS FORMULAS
(EQUAL-LITE)
MULLION SECTION WIDTH:SUCK WIDTH-3'
41 HEIGHT.BUCK HFIrTn R,w
DADE APPROVED MULLION.MAY BE
EXTERIOR VERTICAL OR HORIZONTAL.MAX.
INSTALLATION 114"SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.751, USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(#29)OR INSTALLATION WIDTH(SASH),BUCK WIDTH-4.1/16'
HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) MOTH(FIXED):BUCK WI -3.
1/4'MAX.SHIM DTH
J#11).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT:(SUCK HEIGHT-6.1)16')12
III i 35 UNIT LOCATION:
8-518'FROM WITH FIN
1 64 VENT END. #10 STEEL RE 2E
VISIBLE SELF-DRILLING TABLE 6:
LIGHT Ij ISMS(GS) Min.Edja Min.
HEIGHT 34 Anchor substmte Distance Embedment
it j 2-1/2"x.113"Box Nall P.T.Southern Pine(SG-.65) Iizl 2.71161
EXTERIOR 6 2-1/2'x.131"Common Nail P.T.Southem Pine(SG- 91116" 2-71161
43 2-1121 x.145 Roofing Nall P.T.Southem Pine(SG-.55) 9116' 2-7116'
P.T.Southem Pine(SG-.55) 314" 1-318"
2.254" 3120 ALUMINUM/STEEL FRAMING OR STEEL Aluminum,606345 min. 3w I/a,
STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(GS) Steel Stud.Gr.33 min. 318
038 TABLE 6.THIS SHEET. PRODUCT REVISED
NOTES A36 Steel 11e. m complying With the Flcdd*
Building1)USE ONLY SUBSTRATE I j*t"V)MUM OF 3 READS BEYOND THE METAL SUBSTRATE,
de
,
1/4'MAXSHIM APPROPRIATE ANCHORS LISTED '_tion
ON
2oNo I e-
ON TABLE 6 ♦OF THIS SHEET. . ...... RIWII#d iOl.
TYP.ANCHOR TYPE, V%CEN
EMBEDIVENTAND E GE 0/10/11 NOCHA
%CEN
FOLLOW EMBEDMENT AND EDGE %CEN JJ 1 CHANGE
SUBSTRATE,
EDGE I DISTANCE LIMITS.ANYti R.vfsad-BY.' Date:
AevLtonl
DISTANCE PER SUBST HE DISTANCE INSTALLATION OPTION SHOWN No.58705
E,
SEE TABLE 6,THIS SHEET.
MAY BE USED ON ANY SIDE OF THE SC 05/20/15 NO CHANGE
EDGE WINDOW.
Dweription: proven BY:
DISTANCE
INSTALLATION 2)2X WOOD FRAMING OR BUCK,
...... 0 . FIN FRAME INSTALLATION DETAILS J ROSOWSKI
":- ;�\.. E F
OPTION 6 EMBEDMENT 1-112"THICK OR GREATER, I V��.
INSTALLATION ANCHOR ��,"'•"4 ORIUA.. ls� 1070 TECHNOLOGY DRIVE III(&
(NAIL)THROUGH THE FIN ZX WOOD.SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT N. VENICE, FL 34275
"ONAL P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05111/11
(ALSO REFERRED TO AS DAYLIGHT e
OPENING)IS MEASURED FROM "01111,0% NOKOMIS; FL 34274 SartalAtodah ls..Iolsh-at' N.. - Reavi-
VERTICAL SECTION D-D BEADING TO BEADING. &LYNN MILLER P E
P.E.#198i6� CERT. OF AuTH. 129296 SH-200 NTS 5 OF 8 MO-SH200-01 B
m Y _ m
m mA iy m o, _ o . - �F
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m =Z o N Um 01 C¢ ? ': a c w S v w 3 m o' a c m _� _�
O = m — m — _
y j C N S T • n n _
O Z 0 m Zv Above MR a .
m m g N
Below MR v`
D =T Z AO a: r`Nd N v v v D
yD",-04o To<C a y N N N - N N N NN N Move MR
o O o ¢ N v w N N v v v N v N v N Below MR
� b . maw
m`
m N wW N N w N T vN N N Above MR 0
vp m x n Q N N N N v v N Bebe MR n
Z c v
cb y = m 3 m m A v v Above MR
O m m C n
Sm m o a, m3 w N Belau MR D
O �n v w w N N N w v N u N Above MR w
N c N
Q N N N N W N N N N N N Below MR m
O Z
= o c N v v N v w N Above MR O
r: a
N N N N N w W N N W N N N N N N Below MR V
w W N + N wi W + W w A w w A N w N N W W N N N Above MR a
n N N w + w N v Bele.MR v
D
? W w N w N W W N N I N W N N w Above MR a W O
16 w N W vw w
v N v v v v N w u v v W + w N v w w N v u v v v u v v N w N v N Below MR
0
v Above MR 3 D
v w N N N N N N vv Below MR �, z
N N v N N v W v v W w N N N w N N N W N v N v N N ..
a v
Above MR w + a N C
w w w a s W � m
N
w N N W u N N w a w a w - - a Below MR D �
wl W `+ v w N Above MR c
v N v w N N N W w v Below MR o y 3 p,
w N N N N w W N N - w l w N N W N N Above MR 3 m
N N W v v "j. N v Belau MR �,.� 0
Q1
a a W w a N Above MR
w N +
w N N a Aw + NN Blow MR
vmvaDe
w w w N AboeMR
N w N N N Below MR m
W N w Above MR
3 N N N N N BewMR
Above MR
Below MR
w + N Above MR
mOo, > QCMR00o w
pA ;V C;);> Above MR
> 0r N Below MRZ
p w w A N AbovaMR
SMR
N w N w u N Above MR
wv N v w wN Below MRDo�O'FW
w+
'e
m
1 N v W u v v v N W Above MR O
u w N v w W N N Below MR v
w W v u w N Above MR 3
! m w w v v + w + w W v + wv + w v Below MR
D
u N Above MR 3
N N w w v N v u N w w Below MR e w
m
w w w N w w v N W + v N W a v u w w N N w w v N Move MR 3
v v u v N BelowMR •�
a m
u0 rxnm
�xu�m
�mT
2021 y y
=0 g
x—z
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0 o
w mm
m I xx
-f
• Revised W. Dote: Revrsion: Drawn W. c m D
n JJ 10/10/11 NO CHANGE J ROSOWSKI
a UCENSF' •F,p��
Revived 6y- : Revision: Dram Dote: a e'o=c
` l SC 05/20/15 NO CHANGE 05/11/11
No.58705 _ " a E_%m
ANCHOR SPACING 00 'c
1
STATE OF pu
-z 1070 TECHNOLOGY DRIVE 7'0e:
F '••F�OR1OP.••• \?: N.VENICE. FL 34275
P.O.BO1529 SINGLE HUNG WINDOW INSTALLATION _
S G X N
,,S,ZONAL SN0•1 NOKOWS;ti 34274 s„es/u,c,b seem: sneer Dom. Ne. Rer a
',krerP.EN587 5 E. CERT. OF AUTH. 829296 SH-200 NTS 6 OF 8 MD�SH2O0-01 B
P.Eif 58705
PRODUCT REVISED
ns cumplying rvilh We Flmlde
Building Codt
6 Acceplmu:eN" O$2.$.22
ANGLED/CURVED ANGLED/CURVED ex'mliunDate 1fF,
FRAME FRAME Br
ASSEMBLY90°CORNER ASSEMBLY n11"Q1 °d` `0�`Itr
FRAME
O� 90°CORNER ASSEMBLY
FRAME (3� g Y m
ASSEMBLY cf) .=
8 ` �
4 ..to CD 4
!E�EP
21 �0 (n zN\� �/ \ 1'WEEP O (n
NOTCH® \ NOTCH® 6
EACH ENO
EACH END � � � � W W
2 5 5
I pD
U) LL
MITERED FRAME 50 51 FLANGE FRAME V L)
50 51 SHOWN,FIN
WITH FRAME MITERED FRAME FRAME SIMILAR
WELDSAT WRELDS AT
Q 0 } o
SCREW BOSSES WELDSAT Z Z (�
SCREW BOSSES m Z F–
m § Z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR U) CD
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o LN QM o
04
Z J T
U 0 z
I cn
C)
112'NOM. _ 112'NOM
GLASS STACK GLASS STACK
1/4'AIRSPACE — 3/16'AIRSPACE ® ^ r' �'•+
116'ANNEALED OR _ 3/16'ANNEALED OR 1/4'ANNEALED OR _ -
116'ANNEALED OR 3116'ANNEALED OR
TEMPERED GLASS ~'r TEMPERED GLASS I1 TEMPERED GLASS I� TEMPERED GLASS 1/8*ANNEALED OR TEMPERED GLASS 118*ANNEALED OR uNi e�
TEMPERED GLASS TEMPERED GLASS
60 III 81 II 62 II I 83 I� II 64 znt$•N a
41 11 42 II 43 it l 43 II I �� o
318NOM, jl V� 3/8'NOM. III 316'NOM. I I 318'NOM. II I 3/8'NOM. I II o a
GLASS BITE II GLASS BITE ILII GLASS BITE IIS GLASS BITE I� II 38 GLASS BITE II II 38 ^? v
36 36 36 33 32
�L1111I II11lI/
IV/�'r
�o �y
1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL -= U.
U.
GLASS TYPES A&B GLASS TYPES C S D GLASS TYPES E 8 F GLASS TYPES G&I GLASS TYPES H 8 J s �
:•�y d ` W
r)•
lr111111111111`\
Item PGT PGT Part# Description
# Dwg.# - 2.000•
1 2703E 62703EW Flange Frame Head
2.000• T 86z
2 27518 62751BW Flange Frame Sill �" � 050• _I
.238'
3 2781 62781W Flange Frame Jamb 062' so0 062• 1.125'
4 2713 62713BW Integral Fin Frame Head 2.800 2.000• t_ 050•
5 2714E 62714EW Integral Fin Frame Sill 1 .05R,
6 2782 62782W Integral Fin Frame Jamb J� .86e I oso• _ —�•500^�.- .062". J
L 062• 869•
7 2706 62708DW Sash Bottom Rail ,062• —�-
8 2707 02707CW Sash Top Rail D62• .500, os2• ass -L
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r 0' .050' .062• —
10 2709 62709CW Sash Side Rail 1 6063-TB ALUMINUM I 2.056'
11 27408 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-TB ALUMINUM 6063-T6 ALUMINUM 8063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 978
21 1662C 71662CW Head/Sill Gasket,PDlyethelyne 2.056' -- 3.225•
22 1270 7PAD118 Open Cell Foam Pad 050' 1.125• osD• 1'187
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC — .osz +f .oso'
24 4066 64066G Wstp.,187 X.230 Fin Seal �__ 1807 1Js9e L
25 2784 72784W Sash Side Rail Gasket,Polyethelyne _ 875, ,050•--•� — 2.000• 1 zz9• '082• .oso•
26 1078 7121 UM Balance Takeout Clip 1.125• 97fi 50' 062 —_A 13 ADDON FLANGE
1 .0°2' 6063-T6 ALUMINUM
27 Varies per Size BelenCe 050 1 —�I 062
28 2711 4280OW Sash Cam,Nylon
29 1096 71096W Sweep Latch,Zinc 2.056' ,050• 826 800
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
30 1016 71267N S X.gB c 1/9'x 1/2"
Screws 5 6063-T6 ALUMINUM 06063-TB ALUMINUM 06D63•T6 ALUMINUM 06063.76 ALUMINUM
31 1267 71267N Setting Block 1/8"x 1!2"x 1",EPDM
32 6DURAK316 Duraseal-3/16" ►I -- .062•
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring .062•
865' T
35 Screen Cloth,Fiberglass 1.68z• 1.1er /
36 Dow Coming 899 Silicone Glazing Sealant .062• .050. -- LJA
826'
40 1625 616258 Glass Bead(1!8"Glass)41 2719 62719B Glass Bead(3116"Glass) � { 92s �- .082
42 1263 612638 Glass Beed(1/4"Glass 1.a10
O FIXED MEETING RAIL /- SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP
9 10 11 12 PRODUCTRCVISE➢
43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6083-T6 ALUMINUM 6083-T6 ALUMINUM 6063-T5 ALUMINUM ss complying wi11i the Florida
Building Code
59 781PQA #8 X 1"QUAD Pin SMS A�,,,Pmn,ce No I -C3 $,22
51 781PSTX #8 X 1"Sq.Pin Twin Fast SMS-410 S.S. aUalron Dale, gplG
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52 1184 781LHPQA #8-15 x 1 LH Twintast Screw Znc .� pN q
53 1186 781LHPQX #8-15 x 1 LH Twlnfast Screw Zlnc(S.S.) •' :FP JJ 10/10/11 NO CHANGE Miarod"c1 Gnu-W
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54 78X1PFTFUA #8x1"Ph FI u/cut SMS __ No.5s705 _ SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X V Ph FI-Stainless Steel Dewe 1plron: Drawn ey:
60 UB"Annealed or Tempered Glass :ro . -
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61 3118"Annealed or Tempered Glass :O�•, FFm P �� 1070 TECHNOLOGY DRIVE Title: Dale:
62 1l4"Annealed or Tempered Glass '��s •IOR0•�\G; N.VENICE, Fl 34275
529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
83 118"-1/4"Alr-1/8"An.or Tem •I.G. "'9/0NA� KOP.OSox t342
p Ij 1`��� NOKOMIS, FL 34274 ggNoa/Nodal: Stab: Shaer: D-1(9 No. Rar.
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REA 58705