HomeMy WebLinkAboutProduct Approval / p 0d7 �
ST LCIE COUNTY BUILDING DIVISION
REVIEWED FOR . LIANCE
REVIEWED RY
]DATE r
PLANS ANN P ERMT AfUlg—1 BE K'XP1'ON YOB
ORNO INSPECTION WILL BE MADE.
MIAMI•DADE MIAMI-DADE COUNTY
rkj I 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) ivvnv.miamidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
O
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 AHS(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 usd of such product or material within their jurisdiction. RER
reserves the right to revolve this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series ItSH400"AI"unflndi Sangle$un-g Window
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,
modellseries, 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-DADS COTOY �� I Expikation Date: September 01,2016
71 Approval Date: August 06 2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.11-0614.01)
2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation"sheets 1
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 r%irts 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-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-5'h Edition (2014), dated May
21,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 11-1013.12,issued to PGT Industries for their Series"SH-
200"Aluminum Single Hung Window-N.I.,approved on 12/08/11 and expiring on
09/01/16.
LMinucez,P.E.
Product Contrdt-fxaminer
NOA No.15-0528.22
R xpiration Date: September 01,2016
Approval Date: August 06 2015
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 WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 52-118*BUCK WIDTH 52.1/6'BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN M)AMI�OADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED NO ANCHORS 40-1/8' 49-111.
MASONRY VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT 8,MAX
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6.SKEET 4 8 5. FRFLANGE HEAD -13 3'MAX,
AME
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A —
1-lir THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED r c
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.W AND 2X BUCKS '
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS To THE STRUCTURE.WOOD BUCK DESIGN b"MAX.FROM */77)' VISIBLE 35-112•
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. CENTER OF 21- LIGHT VISIBLE
MEETING MAX.O.C. 78" LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL TIP TO 8'MAX.O.C.
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 6&6,SHEET 4 A S.NARROW JOINT SEALANT IS USED ON ALL TP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALJNGJFLASHING 77*HEIGHT c
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK
OF THESE INSTRUCTIONS. HEIGHT j T 77,
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE 8'MAX.FROM BUCK
i�
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WDOD CENTER OF
BUCKS,BY OTHERS,MUST BE MEETING
F HEIGHT
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 23'
7)DESIGN PRESSURES: MAX.D.C.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND CLASS PER ASTM
E1300. I -
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME j— NO ANCHORS REQUIRED 31 MAX.
ANALYSIS AND GLASS PER ASTM El 300. MAX. IN FLANGE FRAME SILL 6"MAX.D.C.
8)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 TYR INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHOR$INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) (TESTEDIUNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA',ELCO CRETEFLEX NON ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. zm
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.................... I
ELEVATIONS................................I
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES-.........2&3
NOT RATED FOR INSTALLATION,FLANGE.............4
WINDOW
WIND W SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...5
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON S ANCHOR QUANTITIES.................0
SHEET 2&1, GLAZING DETAJLS.......................7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
WIDTH WIDTH PARTS LIST...................................8
---------- ------
PRODUCT REVISED
es complyingwith Itic Florida
BuildingCoda
Acceptance No
Revised By: Date: Revillom I, 'alf. DAts-W�Fo 1/6
HEIGHTHEIGHT
JJ 10/10/11 2010 FBC NOTE BY-
-- \CENSC
miam,adoptoduct
Revised W, Dole; Revision:
Z N1.58705 SGC 05/20/15 5th ed.FBC REV
0 Dowfifta. OM n Ey.
ROSOWSKI
COUAL
% ...* I
1070 TECHNOLOGY4DRIVE 17tim vote.
N.VENICE, FL 3275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
i47- %L NOTES&ELEVATION J'41>
Lrff TA F:
PROVIEWIORtEt ARCHTOP PROVIEW I ORIEL RADIUSTOPEOUAL E 0
j
NOKOMIS;FL 34274 1 slWodoh Seeds: ."Y No.
I'M
CERT. OF AUTH. 129296 SH-200 I NTS Sheet;
8 -SH200-01 B
o
TABLE 1: TABLE 2:
Monolithic Glass Typos PRODUCT REVISED
Maximum Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame m nPlying'011 the Fimida
Window Sash Height? rA 118"Annealed """ C"'
Hei htj (see Figure A,this sheet) Maximum Window Width' Al a
B 118"Tempered
B
19-1/8" 26-112" 33I 37- 41' 45" 49" 53-118"" C 3116"Annealed By
23' 111-9118"(Equal Lite) +55.0 -qo.c� +55.01 -90.0 1+55.0 -95.6 59-0 65.0 -90.0 +55,0 -90.0 +55.01 -90A +55.01 -90,0 0 3/16'Tempered
90.0 +65.0 -50.2 +44.8 under 18-9116' +56.01 .90.0 +55.01 - -75.2 +55.01 -65,5 +55.0 -57�3 +50.2 2 +44.81 44.8 +39.9 -39.9. E 114"Annealed _I
3T' 18-9/16'(Equal Lite) +55.0 -90.0 +5&0 -90.0 +55.0 -84.2 +65.0 -74.5 +55.0 -66.6 +55.0 -61.0 +55.01, -57.7 +55.0 -55.0 F 114"Tempered
over 18-9/161 +5510 90.0 +55.0 -90.0 +55.0 -75.2 +55.0 -65,5 +55.0 -57,3 +60.2 -50.2 +44.8 44,8 +39.9 39.9 r ca
under 15-7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73A +55.0 -63.8 +65.0 -56.8 +50,0 -50,0 +44.8 -44.8 +40.0 40.0 U)
• - -- TABLE 3;
15-718"thru 19-3/16" +55.0 -KO +55.0 -90.0 +56.0 -78,7 +5&0 -68.0 +65.0 .58.6 +51.1 -5111 +46.9. 45.9 +41.3 -41.3
38-3/8" - - Insulated Glass Types 9
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 1 -82.7 +55.0 -72.6 +65.0 -63.5 +65.0 -57.9 +64.2 -54.2 +51.5 -51.6 -
+55.0 -90.6- +55.01 -87.1 +55.01 -73.4 +55.0 -63.8 +55.0 -56.8 +50.0 -50.0 +4 Z C"I
over 19-IW 1 4.8 4.8 +40.0 0.0 IS 1/8"Annealed,1IN'Airspace,1/8"Annealed ft 0
under 19-9116' +55.0 -81.6 *55.0 1 -72.3 +65.0 -61,3 +66.0. -55.3 +60.5 -50.6 +45,8 46.8 +42.01 -42.0 +38L7 -387 H 3116"Annealed,3/16"Airspace,1/8"Annealed -1 Q :C
_518,,3 -- - - 1 11 U I)
19-9/16"thru 22 -55,0 •90.0 +55.01 -87.9 +55.0 -74.0 +65.0 -64.3 +66.0 -5B.9 +60.1 -50.1 +44.0 -44.8 +40.01 �0.0 1 1/8"Tempered,141 Airspace,lifit"Tempered 0
45" 1- ---- - .-,-pared,3116'Airspace,1l8 Tempered 2
22-9/16"(Equal Lite) +55,0 .90.0 +55,0 1-9-0.0 +55.0 .78.8 +65.0 .68.1 +55.0 -58.5 +51.1 -51.1 +46.0 46,0 +41.4 1-4 Lit W
over 22-9/16' %.:1 0 00
+55.0 -81.5 455.01 -72.3 +56.0 -61.3 +55.0 -55.3 +60.5 -50.5 +45.8 45.8 +42.0 -4ZO +38.71 -38.7 Z Z LL
under 20-10 +65X -71�6 +55.01 .62.8 +55.0 -55.4 +50,3 -50.3 +45.9 45.9 +41.7 413 +3&9 48-9 +36.2 i -36.2 < <
X =
20-1/8"thru 24-IJ2"' +55.0 -90.0 +6S.01 -82.5 1+55.0 -69.5 +65.0 -61.6 +65.0 -55A +49.3 49.3 +44.6 44.6 +40.01 40.0 FIGURE A:SASH 0
49 - I I --
24-9/1 W(Equal Lite) +66.0 .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 0 <
:E0.I, - (WITH MONOLITHIC Z Z uj C) U)
over 24-9119' +55.0, .71.6 +55.0 -62.8 +55.01 -55.4 +60.3 -50,3 +45.9 -45.9 +41.7 1 41.7 +38-.9 -38.9 +36,21 -36.2 GLASS) 01 Z F-
under 20-13116' +55.0 -67.8 +56,0 -59.9 +63.31 -53.3 +4&5 48.5 +44.1 -44.1 +40.21 40.2 +37.6 -37.6 +34.01 -34_.8 Z
E+55O 672 6
550 _ 3.8
+66.0 .3
50-5/8" LU
20-13/16"thru 24-li/16" +55.0 .89.6 +55.0 1 .80.3 +66.01 -i7.7 +65.0 -60.6 +64.2 -54.2 +49.0 -40.0 +44.2 -44.2 +40.0 40.0 U) (n,
-:65. +65.0 -57.4 +b0.31
24-3/4"(Equal Lite) +55.0 -90.0 +55.01 .90.0 +55:0 -75.4 +65.0 7 -50.3 +44.9 -44.9 +39.9 -39.9 it C:)
o%er 24-3/41 +56.0 -87.8 +56.01 .59,9 463.3 53.3 +45.5 18.5 +44.11 44.1 +40.2 40.2 +37.6, 57.6 +34.8 -34.8 CD Z I C4
under 24-15116" +56.0 -56.0 +43.6 43.8 +41.9 -41,9 +39.1 -39.1 +36.01 -36,0 +32,6 -32.6 +30.01 -30.0 +27.8 -27.6 i t
-b § 1 2 W-1
+55.0 -75.0 +37.3 -37.3 �W-LIGHT
24-15116"thru 30-5/8"' +55.01 -66.0 +66.0 -57.4 +61.9 -51.9 +47.41 -47.4 +43.2 12 +39.91 -39.9 SASH W
HEIGHT UJ Z
30-9116`(Equal Lite) +55!.10 -87.9 +65.0 J -75.8 +55.0 -66,6 +55.0 -59,7 +53.5 -53.5 +48.7 46.7 +43,91 -43.9 +39,9 -39.9 HEIGHT I
-- --73TS +34.8 -34,8
over 30-9/16' +55.0 -67.6 +53.3 -53.3 +4IL5 48.5 +44.1 44A +40.2 -Z2 SASH HEIGHT-3.9116•
under 25-3/4" +54.71 -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 +26.6. -26.5
I
/8'.3
25.3/4"thru 31-5 +55.01 -72.0 +55.0 .63.2 +65.0 -55.7 +50.51 -50.5 +46.1 46.1 +41.91 -41.9 +39,0 -39.0_ +36.31 .36.3 11
6&'
-�4.8 65.0 -58.2 +52.4 -52.4 +47.91 47.9 +43.3
+65.01 -71.7 +55.0 -7- -59.7
31-9116"(Equal Lite) + -43.3 +39,71. 0 a!
+4&S -0.5 +44.1 44.1 +40.2 40.2 ;3T61 .37.6 +34,8 -34.8 Zia
oxer 31-9/16*- +56,01 -67.8 65.01 -59�9 +53.3-:i3.3 Ei
under 29-3/4" +53,3 .53.3 +3911 -39.7 +39,1 -3911 +36.7 -x7 +33.4 -33.4 +30.3 -30.3 +28.0 -2B.0 +25.13 -25.8 id o
73" 29-314"thru 36-5/0"1 +55.0 -61.0 +52.0 1 -52.0 +48.2 18.2 +40.1 40.1 +37.0 -37.0 +34.1 -34.1 +31.4 .31.4 IS 2) Pa 2! Z
36-9116'(Equal Lite) +55.0 -68.3 +55.01 -56.3 +62.1 -52.1 +61.6'1 -51.6 +47.0 47.0 +42.7 42.7 +39.6 -39.6 +37.0 -37.0 1
---- -T-
otier 36-9116" +55.0 -67.8 +55.01 6.3 752.1 -52.1 +4&5 48.5 +44.1 44.1 +40.2 40,2 +37,6 -37.6 +34.8 -34.8
under 3WX' +53.3 -53.3 +39.7 -39.7 +39A -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -26.8
+56.o -5ILq
79- 31-3/4"thru 39"3 +56.0 -58.3 +48.0 -48.0 +45.2 -45.2 +41.2 41,! 1 -31.7 +29.6 -29.6 \\%\
1- ul
.34.9 NOTES
39.1116"(Equal Lite) +55.0 -62.5 1+50.81 -50.8 +46.3 46.3 +46.21 45.2 +44.2 44.2 +40.31 -40.3 1+37,71 +X9 IL
'Tip-to-tip dimensions1.. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8'
for flange windows shown.For fin windows or buck dimensions,subtract
ANNEALED GLASS(TYPE A).
2 Overall sash height.For clear daylight height.subtract 3-9116". - -:w 0 us q:
- , 1 P�4';i 0�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH in
Size range includes the standard Pro-View(3-o%er-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. Z 0
too 6
For o%araft sash width,subtract 2-1611&1 from the buck dimension.
TABLE 4: TABLE 2:
PrtODUCT REVISED
Maximum Design Pressure Ibsl(t� for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types BWdh C-d-an the
9 ) YP g Duildii!=N Q2
Window Sash Height? A 118"Annealed Av:cePlanee Ho
(see Figure A,this sheet) Maximum Window Width B"PI`"r'on Date
Height' B 1/8"Tempered
1&1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3118"Annealed ey
Miami ads Product Cm,
23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3116"Tempered
under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01-90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 114"Annealed
3T' 18-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered
Ozer 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 $4.3 +55.0 -78.0 +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 -8B.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 TABLE 3:
38-318" 15-7/8'thru 19-3118"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 r o
19 1/4"(Equal Lite) +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 G 1/B"Annealed,1/4"Airspace,1/B"Annealed O O o
o%er 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 Z N
H 3116"Annealed,3118"Airspace,1/8"Annealed O
under 19-9/16" +55.01 -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
1 1/8"Tempered,114"Airspace,118"Tempered €0
19-9116"thru 22-5/8"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +55.0 I -78.5 +55.0 -70.0 +55.0 -8
45" ' J 3116"Tempered,3/181 Airspace,1/8"Tempered W W
22-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -69.3 +55.0 -78.5 +55.0 -70.0 +55.0 -63.0 Ur Ur co
oyer 22-9116" +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 -50.7 Q Q LL
under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 -88.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 2 S Z O
20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +65.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH U U O M
49 CROSS SECTION O O m
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 +65.0 -85.8 +55.0 -59.1 (WITH I.G.GLASS) Z Z W p fn
ooer24-9/16" +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 0� ZLO CO
F-
Z
under20-13/16" +55.0 -00.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 •81.9 +55.0 -56.8 -
5115/8" `-
20-13/16"thru 24-11116'3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 57.8 j�l II O0
W 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 iii �I O 8 p D_ = p
o1er24-314" +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 �I I g Z LLi �yq M
under24-15118" +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 52 3.2 +49.6 -49.8 jij jI SASH -o U U CT-
61" 24-15/16"thru 30518"3 +55.0 57.9 +55.0 -75.B +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� Ij HEIGHT O W Z
30-9116"(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 •65.5 +55.0 -57.5 +51.1 51.1 HEIGHT
oxer 30-9/16" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 55.5 +55.0 -57.5 +51.1 -51.1 SASH HEIGHT-3-9116"
under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 -57.8 +54.5 -54.5 +51.3 -51.3 +48.3 •48.3
25-314"thru 31-5/8"3 +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 -64.5 +55.0 56.5 +50.2 -50.2 I I I 'O�
83"
31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 59.4 +55.0 -89.4 +55.0 54.5 +55.0 -56.5 +50.2 -50.2 li I 0 X
I I chi N
oaer3l-9116" +55.0 -83.9 +55.0 -71.7 +55.04 59.4 +55.0 •69.4 +55.0 -89.4 +55.0 -64.5 +55.0 56.5 +50.2 -50.2
under 29-314" +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 +46.4 -46.4 o a
nz z
29-314"thru 36_518"3 +55.0 58.3 +55.0 56.3 +52.1 -52,1 +51.5 -51.5 +51.5 51.5 +51.6 -51.5 +51.5 51.5 +48.4 X8.4
73"
36-9/16"(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 51.5 +51.5 51.5 +46.4 -48.4
aver36-9116" +55.0 -66.3 +55.0 -56.3 +52.1 -52.1 +61.5 51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -46.4 \\\���11j11x33i�� '
under 31-314" +55.0 -82.5 +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 -45.0 � At ,..........YD
76" 31-3/4"thru 39i3 +55.0 •62.5 +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 -15.0 NOTES rV�,.•' '•.�'�` u
39-1/16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 46.3 +45.2 -05.2 +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 _
1 TYPES B-J.NOT APPLICABLE WITH ile-ANNEALED GLASS(TYPE A). _ a:h r O':7
2 Tip to tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ur o O-P ui
Overall sash height.For clear daylight height,subtract 3 )
HEIGHT DIMENSION SHOWN
3 ON THE TABLE. •r•.. `
Size range Includes the standard Pro-Vlew(3-owr-2 configuration)for the ghen Window Height. AO d
For oterall sash width,subtract 2.15116"from the buck dimension. '-%yv.......... Q�\.��
,��4,V� I I I IP4�\\
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
OPTIONAL ADDONEMBEDMENT — PERANCHOR PERANCHOR TYP.ANCHOR
INSTALLATION FLANGE AHEAD, 13 REQUIREMENT REQUIREMENT TYPE
OPTION i SILL 8,IAMBS 3 EMBEDMENT AND
CURVED HEADER __ ,,,y_ 1/4'MA% 41 27 EDGE DISTANCE
INSTALLATION INTO WPER SUBSTRATE,
EDGE SHIM 12 Si - -- 10 SEE TABLE C
2X,SEE NOTE 2,THIS SHEET. DISTANCE — THIS SHEET.
i EMBEDMENT
TYP.ANCHOR -
7YPE
101, 38 EMBEDMENT
EMBEDMENT EDGE
( SHIM _ _ AND EDGE .. -------- DISTANCE
JI TYP,ANCHOR TYPE, SHIM DISTANCE PER
3 EMSEDMENTAND jl SUBSTRATE. _ -
ITABLE 6,
1.465' II EDGE DISTANCE II 1 SEE 32
{y it PER SUBSTRATE, THIS SHEET. B4 EXTERIOR
SEETABLE5,THIS 11it INSTALLATION 43 INSTALLATION
h 36 SHEET OPTION 4 INSTALLATION �( OPTION 3
VISIBLE IISTRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHTHEIGHT {� 81 INSTALLATION ONTO INSTALLATION - DUCK WIDTH THROUGH 1%BUCKSiRIP
WOOD 2X.NO ANCHORS ANCHORS DIRECTLY -- TIP-TO-TIP WIDTH INTO MASONRY.
Ii 30 REQUIRED AT HEADER. INTO MASONRY.
HORIZONTAL SECTION A-A
29 EGRESS FORMULAS
t� 114'MAX.SHIM TABLE 6:
012 STEEL - �I I Anchor Substrate (EQUAL-LITE)
41 SELF-DRILLING Anchor MIn,Edge Min.
Group Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4'
SMS(05),SEE- HEIGHT:TIP-TO-TIP WIDTH2-6-6116'
2.751' G a TABLE 6,THIS A 1/4.410 SS CreteFlex Ungrouted CMU,(ASTM C4)0) 1.314' 1.114'
SHEET ---�_ P.T.Soulhem Pine(SG=.55) Gila" 1-3/8-
BUCK EXTERIOR USE EITHER -- VISIBLE LIGHT FORMULAS
HEIGHT - 012 Steel SMS Aluminum,8083-T5 min. afe' 1te"
La7cH(#ze)oR INSTALLATION (EQUAL-LITE)
BOTTOM LOCK' OPTION 44 Screw(05) Steel Stud,Gr.33 min. 3/8' "Me(20 Ge)' WIDTH(SASH):TIP-TO-TIP WIDTH-5.1/16"
TIP-TO-TIP -32 (01)JESTED INSTALLATION [- B A36 Steel 3/9' US- WIDTH(FIXED).TIP-TO-TIP WIDTH-4-
HEIGHT II UNIT LOCATION: ANCHORS F.T.Southam Pine(SG=.55) 1" 1-3/8" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16')/2
1 96 - #I �VENTFEND DIRECTLY INTO 114"410 SS CreleFlex Concrete(min.3.35 ksl) 1° 1°
it II 84 METAL.
VISIBLE 11 Ungrouted CMU,(ASTM GGO) 1.314' 1-114'
LIGHT 1 I 7 3 P.T.Soulhem Pine(SG=.65) 1' 1.3/8"
HEIGHT it �I 34 DADE APPROVED MULLION, C 114'Steel Ultracon Concrete(min.2.8 k3i) 1" 1.318"
' t ALUMINUM,STEEL FRAMING OR EXTERIOR UnGmuted CMU,(ASTM C-GO) 2-112' 1-1/4"
�I Ij 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
it �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 UNITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.264' 31 _ ZO
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 1X INSTALLATIONS.
BUCKSTRIP, 2 1%WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-112"THICK OR GREATER.IX AND 2X BUCKS PRODUCT REVISED
SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE m complying with the Florida,
THIS SHEET.
B"""'I ENGINEER OR ARCHITECT OF RECORD. A.ceptNtce No 15-OS
net.� Codo
h2�
11 I l l l l r r mnn fry
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS ``����011`(LYNN ftj� �lr� Reviecd Dol/ Rav/eton: B
MEASURED FROM BEADING TO BEADING. '�� i
�a;',�CENSF'..t$p' �� 10/10/11 2014 UPDATE Mimal .eePr.aaolConuol ,1
1/4"MAX SHIM
Ravtsed W. Dote: Revrdon:
'r N 68705 " ' 05!20115 TABLE 5
NO ANCHORS .� =
o. SC
REQUIRED IN CONCRETE PER -
FLANGE - ANCHOR �+ - ® D.wiptlon: Dmsn By:
FRAME SILL REQUIREMENT �:�' S TEO f�`,vr FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
0t�•'., p �' 1070 TECHNOLOGY DRIVE 7111e: Dob:
1 ' ;�`� •.,�ORIOP.•'��``� N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
'J,SJC3h1AL�\;��` NOKOMIS;FL 1529
34274
VERTICAL SECTION B-B 1 Sertea/Afadet: ScaN: Sheat: OmNlnp No, Rev:
A.LYN�IM<LLER,PE. CERT. OF AU1H, X2$2$8 SH-200 NTS OF S MD-SH200-01 B
P.E.N 58705
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cs��...-... JJ 10/10/11 NO CHANGE J ROSOWSKI
.`4���.•' 1,SCENSF•''�F'P % I Reviled BY Dot-' Re»GWn: Dreer Date: •e r .�
No.56T05 SC 05/20/15 NO CHANGE 05/11/11 'o °;8 to
c �� _ *U--,
AN OR SPACING c
STATE OF ;'/,V�� 1070 7"NOLM DRNE
��••-•fiL ORi ..• ?� N.V.O. B.FL 39 SINGLE HUNG WINDOW INSTALLATION _
J'%;rSlp�ljAL�CaCi\` NOKO�q�FL 34274 r, ;may: sWy: sheeb Drv.nrg No. Rau:
d1Lh'NNiM�-ERPF• Off. OF Aum. 829296 SH-200 NTS 6 OF 8 MD-SH2O0-01 S
P.E.#58705
PRODUCT REVISED
rts complying wish the Florida
Building Cude
Acceplwlca
6 YM 'mliun Dale 1�p
ANGLED/CURVED ANGLED/CURVED
FRAME FRAME By
ASSEMBLY90°CORNER ASSEMBLYFME
90°CORNER A SREMBLY _
FRAME (� U)
ASSEMBLY 6 .-
(�-� 5
21 I 21 I x
t 6 J Q =
1'WEEP \
1'WEEP
NOTCH @NOTCHY
EACH END
\ I� EACH END l w w
II.
2 5 Z Z U) LLL
_ _ = g ? LQ
MITERED FRAME 50 51 FLANGE FRAME U V e
SD 51 SHOWN,FIN $4
WI
LTH FRAME MITERED RAME
FFRAME SIMILAR Q Q
WELDS AT WITHFRAME� }
SCREW BOSSES � WELDSAT Z Z0 .J Q
SCREW BOSSES ca Z Z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o (o o
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL 6 o .. toQ � CD
IZ J _
� U) A L)
_ 1/2'NOM. 112'NOM.GLASS STACK GLASS STACK1/4°AIRSPACE 3116'AIRSPACE118'ANNEALED OR 3116'ANNEALED OR __ 1/8'ANNEALED OR 3/16'ANNEALED OR �4j
TEMPERED GLASS TEMPERED GLASS 1/4'ANNEALED OR OR TEMPERED GLASS � TEMPERED GLASS TE ANNEALED OR TEMPERED GLASS TE'PEANNEALEDDGL SSTEMPERED GLASS TEMPERED GLASS Xp41
I 60 III 61 I� 62 II I 83 II I1 64 z u
41 — II 42 SII 43 �I �I 43 1 I §o
3/8'NOM. �I �� 318'NOM. ILII 318'NOM. 38)
T 318'NOM. �I II 3/a'NO it II o d p�p
GLASS BITE II GLASS BITE ILII GLASS BITE III GLASS BITE II II GLASS BITE 1 I o= V
38
36 � 36 38 33
Li 32
\\1tl
7 7 O 7 7 ?j�7A//���'/
her 6'•'. 5%a
m d �0 0
1/8"GLAZING DETAIL 3_/_16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G. GLAZING DETAIL - N a ,� a
—' GLASS TYPES H&J N
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E 8 F GLASS TYPES G&I Z �y d • co\ a
r '.o G
ivv
��/l11111111j1\v
Item PGT pGT Part# Description
# Dwg.# - 2.000•
1 2703E 62703EW Flange Frame Head
t� 2.000' .062•
2 27518 62751BW Flange Frame SII{ I - � I 238, _.050' � -
3 2781 62781W Flange Frame Jamb •002' •500 I .062• 1.125•
2.600'
4 2713 627138W Integral Fin Frame Head 2,�0. � .050•
5 2714E 62714EW Integral Fin Frame Sill � 1 8 .os>� soo^�-
6 2782 62782W Integral Fin Frame Jamb J�- j --__ - �{ .062 _J
L 050' I .062' .869•
7 2708 62708DW Sash Bottom Rail 062• 062 050 �.osz^ 1
8 2707 82707CW Sash Top Rail soo' .062•
9 2739 62730W Fixed Meeting Rail O FLANGE FRAME HEAD r .050' .062'
10 2709 62709CW Sash Side Rall 6063-T6 ALUMINUM I 2.056'
11 27408 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM
12 2785 62785W Sash Slop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70 1 976
21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056' -- 3.225' r1r Tr
22 1270 7PAD718 Open Cell Foam Pad .0501 1.125^ .0 0. J 11187 050•
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC �L 062' I
24 4066 64066G Wstp.,187 X.230 Fin Seal 11- �__ t 007' 1.698 +F
-
1l T
25 2784 72784W Sash Side Rall Gasket,Polyethelyne - 875 _,050 -� z.000 1 1.229' Der .050• I
28 1078 7121 UM Balance-'Take-out Clip 1.125. oso - .osz^ ---" O ADDON FLANGE
27 Varies per Size Balance - 875• .062' 13 6063-76 ALUMINUM
28 2711 4280OW Sash Cam,Nylon 050 6"
082'
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 ck 1/SMS Latch Screws 5 6063-T6 ALUMINUM O 6063-T6 ALUMINUM O 6°63-T6 ALUMINUM O 6063-T6 ALUMINUM
31 1267 71267N Salting Block 1/8"x 1/2"x i",EPDM
32 6DURAK316 Duraseal-3/16"
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring 062'
ass•
35 Screen Cloth,Fitierglass 1.002' 1.1er
36 Dow Coming 899 Silicone Glazing Sealant .062• - 050 I o3s 020'
40 1625 616250 Glass Bead(1/8"Glass) _L
674' A
41 2719 627198 Glass Bead(3/16"Glass) ----1 .926• .062^ �- 1.157• -`
1.010
42 1263 61263B Glass Bead(1/4"Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL t1 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT REVISED
43 1253 6VT48B Glass Bead(I.G.) 6063-T6ALUMINUM 6063-T6 ALUMINUM 6083-T6 ALUMINUM 6063-T5 ALUMINUM os complying villi the Florida
building Code
50 781PQA #8 X 1"QUAD Pin SMS Acceptnnce No
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 1 t l t axpiration Dale- /jp It,
52 1184 781 LHPQA #8-15 x 1 LH Twintast Screw Zinc \'oNy IYNN A//7 �.//'
Revised By: Dole: Reviefon: riy
•�� '\GENSF''•(F� � JJ 10/10/11 NO CHANGE M+ani+ odeProdoctContrd
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) R.vl.ed By. Date: Ravlton:
54 7aX1PFTFUA #8 X1"Ph FI ii/cut SMS _ ;' No.56705 SC 05/20/15 NO CHANGE
55 78XIFPAX #8 X 1"Ph FI-Stainless Steel o = ® Desc iplran; Drown By.
60 1/8"Annealed or Tempered Glass .� 1�If� �`
61 3/16"Annealed or Tempered Glass TE BOM&PART DETAILS J ROSOWSKI
82 1/4"Annealed or Tem ered Glass F�oR1°?'''C9 1 N.VENICE, 342jNE nee: Dale:
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