HomeMy WebLinkAboutProduct Approval R E Ci-1 , _tJ iZIA
S7:LU , COUNTY BUILDLNG DIVISION
REVIEWED FOR COWb1ANCE
REVIE", rbD RY C�
M DIADS DATE MIAMI-DADS COUNTY
PLANSFE �-P—• __PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY A � 1a y`Oil J011 1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIYISI E MADE. T(786)315-2570 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/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
-laving 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 AHS 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 "SH 20Q''Alumina S>tngle Bung Windo�r— I ,';
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1013.12 and consists of this page 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
DE CO
MIAMI•DA3 Expiration 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 I
through 8 of 8, dated 05111/11 with revision B dated 05/20/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report
No. FTL-6479,specimens 1 thtu 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted tinder NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-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" 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. Waw&i2m�2
LManus"ez,P.E.
Product Control-VExaminer
NOA No.15-0528.22
Expiration Date: September 01,2016
ApprovaiDate: August 062015
GENERAL NOTES:SERIES 200 NONIMPACT 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).
•- 51118"TIP-TO TIP WIDTH —
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-Sf8'BUCK WIDTH 52-1/B'BUCK WIDTH
-
_
3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAh'll•DADE COUNTY APPROVED MASONRY NO ANCHORS 49-116' ' 49.178'VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT B,MAX -
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4 6 5. FRAME FLANGE
.-«.-B R � 3'MAX. f �-«-D
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C
1.112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT S INSTALLED ]"
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1I2'THICK OR GREATER.IX AND 2X BUCKS B"MAX.FROM �-- - 1 35-1/2'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN Cfhti£ft OF _ VISIBLE ._ •___ 35.1!2'
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 21- LIGHT _ VISIBLE
MEETING MAX.O.C. ` 78' LIGHT
TIP-TO 8'MPJC,O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 'L_`Lj TIP
SUFFICIENT LENGTH H SPECIFIED T TABLE 6&6,SHEET 4&U NARROW LED, SEALANT 1S USED ON ALL _ A 77'HEIGHT C
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEAL(NGIFLASHLNG -- ---- -�==
Z7
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE (( BUCK
OF THESE INSTRUCTIONS. - / _- t HEIGHT ! - 77'
B"MAX.FROM / _.._ BUCK
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'
_ l MAX.O.C. I �L
7)DESIGN PRESSURES: -
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM _
E1300. -_... — -w-D
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' ---•^B NO ANCHORS REQUIRED
31
6 MAX.O.C,
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33173%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 CHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DSSIMILAR MATERIALS SHALL MEETION FACTOR WAS USED FOR THE EVALUATION OF T THE REQUIREMENTS TESTED UNITTE( STED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSIIAF&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
REStSTANGE
WINDOWSHAPES AND SASH SEE SHEETS 2&3 IMPACT INSTALLATION,INTEGRAL FIN_5 CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES.................8
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&1 GLAZING QDETAILSUANTITIES...........»...7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
{�- WIDTH -r{ (-+-- WIDTH PARTS LIST...................................8
PRODUCT REVISED
as complying wiBl the Florid*
Bulld� Coda -10528.22
ACCO Inllee No
LYNN rr i Radadd 8y: Date: Ravtston: Ex 'roiio Dalo lb
HEIGHT
----_- ! _-_�--�_— HEIGHT \,���.,��?No�GEr�s�;'�<<F,��'� 0J 10/10/11 2010 FBC NOTE BY
;t R.vl.ad By: tate: Ravtslon: tmduu
M un ado' Imt
/ �� NQ.59705 SGC 05/20/15 5th ed.FBC REV
0 Odsadp9on: Dram BY:�1 ,, GE a ROSOWSKI
LZi __ _ _ __ _ NERAL NOTES St
FOUAL LRF PRW111WIONIEL ANCHTOPPROWMIORIEL RADIUSTOP EQUAL LPG '�� T 1070 TECHNOLOGY DRIVE AI70: pold:
;•`��,.'• FLORIOP•'',��� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
529
NOKOMIS:FL34274
rr A�L}LANlAILL i`P.E. Sedss/Modal: Scale; SReal: praMnp No.
P.E.M 58705 CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MD-8H2O0-01 B
TABLE 1: TABLE 2:
z Monolithic Glass Types PRODUCTREVISED
Maximum Design Pressure(lbslft)for Glass Type A, Fin&Flange Frame ns cmnplyingsvilh the Flm{dn
Window Sash Height A I 118"Annealed wily{nscea
Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered A14't.in'no c
18-1/8" 26-1/2" 33" 37" 41' 45" 49" 53-1/8" C 3/16"Annealed
23" 11-9/18"(Equal Lite) +55,0 -90.0 +55.0 -90.0 +65.0 -80.0 +65.0 -90.0 +55.0 f -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 p 3116"Tempered MipeProduM
under 18.9/16" +56.0! -90.0 +55.0 -90.0 +55.0 -76.2 +55.0 +65,5 +55.0 -57.3 +50.2 -50.2 +44.81 44.8 +39.9 -39.9 E 1/4"Annealed
3T' 18-9/16"(Equal Lite) +65.0 -90.0 +55.0 90.0 +66.0 -84.2 +55.0 -74,5 +55.0 -36.5 +55.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered
o'er 16 9J16"' +55.0 -90.0 +55.0 -90.0 +55.0 -76.2 +65.0 -65,5 +65.0 -57.3 +50.2 -60.2 +44.8 44.8 +39.9 -39.9 Y Cal
under 15.718" +55.0 -90.0 +55.0 -87,1 +55.0 -73.4 +65.0! 53.8 +55.0 -56.8 +50.0 50.0 +44.8 144.8 +4U •40.0 U) r
TABLE 3: �--
15.7/8"thru 19-3116 ' +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55,0 -68.0 +55.0 -58.5 +51.1 -51,1 +45.9 -05.9 +41.3 -41.3
3&318" Insulated Glass Types D 'n q
19-114"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +65.0 -82.7 +55.0 -72.6 +55.0 -63.5 +55.0 -57.9 +54,2 -54.2 +51.5 -51.5 U) to CD
over 19-1/4" +56.0 -90.0 +55.0 -87,1 +55.0 -73.4 +65.0 53.6 +55.0 -56.0 +60.0 -50.0 +44,8 -44.8 +40.0 -40.0 O 1!8"Annealed,1!4"Airspace,i!8"Annealed N
under 19-9116" +55.0 -81.6 +56,0 -72.3 +66.0 51,3 +65.0 65.3 +60.5 50.5 +45.8 -45.8 +42.0 112.0 +38.7 -3B.7 H 3/18"Annealed,3/16"Airspace,1/8"Annealed 0 z4�
45"
19.9/16"thin 2254"3 +55.0 -90.0 +55.0, -87.9 +55.0 -74.0 +65.0 -64,3 +55.0 -58.9 +60.1 50.1 +44.0 -04.8 +40.0 40.0 t 1/8"Tempered,1/4"Airspace,118"Tempered ~ d
22.9/16"(Equal Lite) +56.0 -90.0 +55.01 -90.0 +55.0 -78,8 +65.0 -68.1 +65.0 -58.5 +51.1 -51.1 +46.0 118.0 +41,4 41.4 3 3118"Tempered,3/18"Airspace,11th"Tempered U,) W
over 22-9116" +66.0 •81.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 -46,8 +42.0 -02,0 +38.7 -38.7 Z Z s}L 00
under 20-1/8" +55.01 -71.8 +65.0 -62.8 +55.0 55.4 +50.3 -50.3 +45.9 -45.9 +41,7 41.7 +38.9 -38.9 +38.2 -36.2 < (1) u•
4� 20-1/8"thru 24-112"3 +55.0 •90.0 +55.0 -82.5 +55.0 59.5 +55.0 51.6 +55.0 -55.4 +49.3 49.3 +44.6 -44.6 +40.0 40.0 FIGURE A:SASH O N
24.8/16"(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 +46.0 •45.0 +40.1 -40,1 CROSS SECTION 0 O d
(WITH MONOLITHIC Z Z uJ U)
aver 249116" +85.0 •71.6 +55.0 62,6 +55.0 -56.4 +50.3 -60.3 +45.9 46.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 GLASS) dd Z
under2D-13/18" +55.0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.6' -48,5 +44,1 -04,1 +40,2 -40.2 +37.6 -37.6 +34,8 .34.8Cf)to (=!7 ?r Z
5G-5/8, 20-13/16"thru 24-11/18"s +55.0 -89.6 +66.0 -80.3 +65.0 57.7 +55.0 -60.6 +54.2 54.2 +49,0 -49.0 +44,2 144.2 +40,0 140.0 �I� O O W
24.314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -75.4 +55.0 55.7 +55.0 -57.4 +60.3 50.3 +44,9 -44.9 +39.9 -39.9 it O X ::) C3
over243J4" +55.0 •87.8 +55.0 -59.9 +53.3 53.3 +4a.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.6 +34.8 -34.8 11 �- o n Y o
under 24-15/16.' +43.81 43.8 +41.9 41.9 +39.1 39,1 +36.0 -36.0 +32.6 32.6 +30.0 -30.0 +27.6 -27.6 � ii � � Q) W
24.15116"thru 30-618"3 +55.01 -75.0 +55.0 58.0 +55.0 57.4 +51.9 -51.9 +47.4 47.4 +43.2 •43.2 +39.9 39.9 +37.3 -37.3 VISIBLE LIGHT 1 SASH a-� 0 U) (9 U}
61" HEIGHT i HEIGHT •� U) W
30-9116"(Equal Lite) +55.0 87.9 +55.0 -75.13 +55.0 86.6 155.0 -59,7 +53.5 -63.6 +48.7 48.7 +43.9 143.9 +39.9 -39.9 a Q -
over 30.9116" +55.0 87.6 +66.0 59,11 +63.3 53.3 +48.5 48.5 +44.1 •44.1 +40,2! 40.2 +37.6� 37,8 +34.8 34.6 SASH HEIGHT-3.9116' II
under 25.314" +54.7 -54.7 +41.2 41,2 +40.3 40,3 +37.8 -37,8 +34.8 -34.6 +31.3 -31.3 +28.9 -28.8 +26.5 -26.5 ;� ® h n A
cl
63" 25.W,V'1hru 31-5/8"3 +55.0 -72.0 +65.0' -63.2 +65.0 55.7 +50.5 -50.5 +46.1 48.1 +41,9 -41.9 +39.0 -39.0 +36.3 -36.3
i +47.931-9116"(Equal Lite) +55.0 8 .9 -07.9 +43.3 43.3 +39.7 -39.7 It a x
over31-9116" +56.0 :Es +65.o -59,9 +63.3 53.3 +48.5 48.5 +44i-11144.1 +40.2! .40.2 +37.6 -37.8 +34.8 -34.8 l icwi .
under29-3/4" +53.3 53.3 +39.7 -39.7 +39.1 -39.1 1+36,7 -36.7 +33.4, -33.4 +30,3 -30.3 +28,D -28.0 +26,0 -25.8 a
73" 29-3/4"thru 36-518"3 +55.0 51.0 +52.0. -52.0 +48.2 48.2 +q4.0 -44.0 +40,1 40.1 +37,4 -37.0 +34.1 -34.1 +31.4 -31.4 oz z
36-8116"(Equal Lite) +55.0 58.3 +55,0 56,3 +52.1 52.1 +51.5' -61.5 +47.0 -47.0 +42,7 42.7 +39.6 •39.6 +37.0 -37.0
over 36-9118" +65.0 37.8 +55.0 -56,3 +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, 39.7 +39.1 -38.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 •28.0 +26.8 -26.8 J v t 1 141 I r 1 1 r r 1
78" 31.3/4"thru 39"3 +55.0 -58.3 +48.0 -46,0 +45.2 45.2 +41.2 -41.2 +37.9 -37.9 +34.8 1 -34.8 +31.7 -31.7 ,
ul
39-1/16"(Equal Lite) +55.0 -62.6 +50.8 -SU +46.3 46.3 +45.2 145.2 +44.2 -44.2 +40.3 40.3 +37.7 •37.7 +34.9 -34.9 NOTES ` �,c ,A
� 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 116" ,�,''v",:• i� � n
Mp-to-tlp dimensions for flange windows shown,For fin windows or buck dimensions,subtract 1". ANNEALED GLASS(TYPE A). v r"o
R Overall sash height.For clear daylight height,subtract 39/16",
3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
Size range includes the standard Pro-View(3gZ 1er-2 configuration)for the ghen Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. =r Z 1 ds 4,: •�
For overall sash width,subtract 2-15116"from the buck dimension. •^ .T. , ,
TABLE 4: TABLE 2:
PILODI)Cf REVISED
Monolithic Glass Types ns a,wprying wOh the Flmrdr
Maximum Design Pressure(lbs1fe)for Glass Type B-J, Fin&Flange Frame nnirdlnBCod' 22
Window Sash Height" A 1/8"Annealed All"
pinncc Nu
(see Figure A,this sheet Maximum Window Width' Bxpi,"i nnnsle
Height 9 ) B 1/8"Tempered
19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed t inwi nde ProductCw
23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 50.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3/16"Tempered
under I B-9/16" +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.D +55.0 -72.9 E 1114"Annealed
37' 18-0/16"(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 -81.1 +55.0 -73.4 F 114"Tempered
over 18-9/18" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 61.3 +55.0 -78.0 +55.0 -72.9 Y ; m
under 16-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -88.5 +55.0 $1.8 +55.0 -75.0 +55.0 $8.5 TABLE 3: .-
� c-
15.718"thru 10-3/18"3 +55.0 -00.0 +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 p o�
38-3/6" to CD
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 -76.8 +55.0 -71.2
G 118"Annealed,1/4"Airspace,1/8"Annealed O Z N
over 19-1/4" +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 •88.5 +55.0 $1.8 +55.0 -76.0 +55.0 $8.5 -.7
H 3116"Annealed,3/18"Airspace,1/8"Annealed I I" 1 O z
under 10-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 $6.5 +55.0 $0.2 +55.0 -73.2 +55.0 $6.3 +55.0 59.7
1 1/8"Tempered,1/4"Airspace,1/8"Tempered21
45" 19'9/18"thru 22-5I8"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +55.0 -78.5 +55.0 -70.0 +65.0 $`.
J 3/16"Tempered,3/16"Alrepace,118"Tempered LJJ W J
22-9116"(Equal Lite) +55.0 -90.0 +55.0 -80.0 +65.0 -90.0 +55.0 -90.0 +55.0 $9.3 +55.0 -78.5 +55.0 -70.0 +55.0 $3.0 Ur Vr 00
LL
over 22-9116' +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 $0.2 +55.0 -73.2 +55.0 $6.3 +55.0 59.7 Q Q Z 0
under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 $6.0 +55.0 $1.B +55.0 -75.7 +55.0 59.2 +55.0 $2.8 +55.0 -57.7 2 2 Z L O
20-1/8"thru 24-1/2"' +55.0 -90.0 +65.0 -9D.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 $5.9 +55.0 -59.1 FIGURE A:SASH O $M
4g CROSS SECTION O O co u�
24-9116"(Equal Lite) +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 $4.8 +55.0 -74.2 +65.0 $5.0 +55.0 -59.1 (WITH I.O.GLASS) Z Z Wnif Z fn
over 24-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 $1.8 +55.0 -75.7 +55.0 $9.2 +55.0 $2.8 +55.0 57.7 "
under 20-13/16" +55.0' -80.0 +55.0 -90.0 +55.0 $3.5 +55.0 -79.1 +55.0 -74.0 +55.0 $7.3 +55.0 51.9 +55.0 -56.8 e- �Z
20-13/16"thru 24.11/18"3 +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 II Ij N IL Z
50518•'
24-314"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 $3.2 +55.0 -72.7 +55.0 54.5 +55.0 -57.8 Lf)
d 2 0
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 $7.3 +55.0 $1.9 +55.0, -56.6 ill l l Z W N
under 24-15118" +55.0 87.9 +55.0 75.8 +55.0 $5.7 +55.0 $2.3 +55.0 $0.0 +55.0 -58.5 +53.2 -53.2 +49.6 -09.6 III Ij O -1
Ill I� SASH '-7 V w 0
24-15/18"thru 30-5/8i 3 +55.0 -87.9 +55.D -75.8 +55.0' -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 $5.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT Ill it HEIGHT O � Z '
61" HEIGHT III II a m 0 (q s
30-8/16"(Equal Lite) +65.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 •85.5 +55.0 57.5 +51.1 51.1 II I
over 3G-91115. +55.0 $7.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 $5.5 +55.0 57.5 +51.1 -51.1 SASH HEIGHT-3-911V jIj jI
N
under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +55.0 -59.0 +55.0 -57.8 +54.5 54.5 +51.3 -51.3 +q8.3 -08.3 i� ® tV m N m
uNi
25-314"thru 31-5/8"3 +55.0 $3.9 +55.0 -71.7 +55.0 $9,4 +55.0 $9.4 +65.0 $9.4 +55.0 $4.5 +55.0 58.5 +50.2 -50.2
83" 31-9/16"(Equal Lite) +55.0 -83.9 +55.0 71.7 +55.0 $9.4 +55.0 $9.4 +55.0 $9.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 `{I I 0
'I II zr.i��
over31-9118" +55.0 $3.9 +55.0 -71.7 +55.0 $9.4 +55.0 $9.4 +55.0 $9.4 +55.0 -64.5 +55.01 -56.5 +50.2 -50.2 Ij II Fo c
under 29-3/4" +55.0 $8.3 +55.0 56.3 +52.1 -52.1 +51.5 51.5 +51.5 -51.5 +51.5 51.5 755.5T-50.0 +46.4 -06.4
29-314"thru 36-5/8'3 +55.0 $8.3 +55.0' 56.3 +52.1 52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +46.4 -06.4
73"
38-9/16"(Equal Lite) +55.0 $8.3 +55.0 56.3 +52.1 I -52.1 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.5 -51.5 +48.4 48.4
over36-9116" +55.0 $8.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +48.4 48.4 \\\vvvtlllla3�� '/'
under 31-314" +55.0 $2.5 +50.8 50.8 +46.3 46.3 +45.2145.2 +45.0 -45.0 +45.0 45.0 +45.0 -05.0 +45.0 -05.0 \�� .........!v/
78" 31-3/4" nt "th393 +55.0 $2.5 +50.8 -50.8 +46.3 -06.3 +45.2 -45.2 +45.0 -05.0 +45.0 -05.0 +45.0 -45.0 +45.0 -05.0 NOTES (,e
,a
39-1/ (Equai Lita) +55,0 $2.5 +50.8 50.8 +q6.3 48.3 +45.2 -05.2 +45.0 45.0 +45.0 45.0 +45.0 •45.0 +45.0 -05.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ =�g
TYPES B-J.NOT APPLICABLE WITH Ile-ANNEALED GLASS(TYPE A). to rN l&,Po
a0 7:d^N
1 Trp-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". =z;2 . p a
"Overall sash height.For clear daylight height,subtract 3.91181. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR; 0 3 Size range Includes the Standard Pro-View(3-owr-2 configuration)for the given Window Height. HEIGHT DIMENSION SHOWN ON THE TABLE. •r ., Zrij� e'For overall sash width,subtract 2.15116"ham the buck dimension. % 4,V iii `��`
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
PER ANCHOR PER ANCHOR
OPTIONAL ADDON EMBEDMENT - REQUIREMENT TYP.ANCHOR
13 REQUIREMENT TYPE,
INSTALLATION FILL J MHEAD, 3 EMBEDMENTAND
OPTION 1 sats 1AMBs
CURVED HEADER SHI MAX 41 27 EDGE DISTANCE
INSTALLATION INTO WOOD I-_._ EDGE SNtM 12 61 10 PER SUBSTRATE,
SEE TABLE S.
2X•SEE NOTE 2,THIS SHEET. �-'- -'�- DISTANCE ,` THIS SHEET.
`•="� EMBEDMENT C7 • ___ - '
_ 1 7YP.ANCHORTYPE, 3, EMBEDMENT
114' 1/4' 1 EMBEDMENT • EDGE
SHIM
MNS _!
0, -/ SHtM __-... �_ MAX AND EDGE .. - ---- --' DISTANCE
TYP.ANCHOR TYPE, I SHIM DISTANCE PER _ - 24
EMBEDMENT AND 1 SUBSTRATE, "'
1.465' I EDGE DISTANCE II 1 SEE TABLE 5, - 32
i{ PER SUBSTRATE, it THIS SHEET.
t I 43 64 EXTERIOR INSTALLATION
I SEE TABLE S,THIS II INSTALLATION
vlslBt� iI 36 SHEET, OPTION 1 INSTALLATION OPTION 3
; STRAIGHT HEADER OPTION 2 ViSiBtE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT
ii 61 INSTALLATION ONTO INSTALLATION - BUCKWIDTH — - - THROUGH 1XBUCKSTRIP
WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
I I 30 REQUIRED AT HEADER. INTO MASONRY.
_ ___
II HORIZONTAL SECTION A-A
EGRESS FORMULAS
li 2B
I 114'MAX.SHIM TABLE 5:
#12 STEEL —� (EQUAL-LITE}
41 SELF-DRILLING Group Min.Edge Min.
Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(D5),SEE HEIGHT:TIP-TO-TIP WIDTH)2.6-6/16'
2.751' 0 / TABLE 5,THIS A 1/41410 SS CreteFlex Ungrouted CMU,(ASTM C-00) 1-314" 1.1/4'
SHEET -- P.T.Southern Pine($G=.65) 0118" 1-318"
BUCK EXTERIOR r USE EITHER - #f2$teat SMS Aiuminutn,6083—T5 min. 3tg� y/g.. VISIBLE LIGHT FORMULAS
HEIGHT — EQUAL-LITE
LATCH(#28)OR INSTALLATION �_.,—.Ej
BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 318' 0.0346(20 GO), WIDTH(SASH):TIP-TO-TIP WIDTH-5.1/16"
TIP-TO-TIP32 (#11).TESTED INSTALLATION [-- B A36 Steel 311• 118"• WIDTH(FIXED):TIP-TO-TIP WIDTH-4'
HEIGHT II- UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" 1-3/8' HEIGHT:(TIP-TO-TIP HEIGHT-7-1116")/2
6.5/6"FROM DIRECTLY INTO
64 VENT END. METAL. 114"410 SS CreteFlex Concrete(min.3.35 ksl) 1° 1"
I I
Ungrouted CMU,(ASTM C-80) 1.314' 1-114'
VISIBLE II 3 P.T.Southem Pine(SG=.55 1" 1.318"
G i T
LIGHT 11 �1 34 C 114"Sleel U ltracon Concrete(min.2,0 ksl) 1° 1-318"
HEIGHT II II DADE APPROVED MULLION,
�I I� ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-00) 2-112' 1-114"
ii 'j 11 PROPERTIES, SUBSTTE
,TKIE 'MIMIMUMOF3THRFAD SBEYONDTHEMETALSUBSTRATE.
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' gt 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 1X INSTALLATIONS,
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED
SEE (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying.vidathe FloridaAcm ,
THISSH ET. ENGINEER OR ARCHITECT OF RECORD. BuildingCodo mtce No 15- Z
THIS SHEET. ^I t I I t I I I 1 I &firaion Date _ }ya
L 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO \x\ y t t YNN 1 (Mvisod By: Dotr. Revlalorr.
REFERRED TO AS DAYLIGHT OPENING)IS t ,,..,,, >!1J i R'
MEASURED FROM BEADING TO BEADING. `� ���-`k"xCENS '!�F �r rJ� 10/10/11 2014 UPDATE Miami adcptodactCanbo, ,1
-- 1/4'MAX SHIM �. P j Revreed Data:BY: Rovleton:
NO ANCHORS Nc.68705 SG 05!20115 TABLE$
REQUIRED IN -' CONCRETE PER '
• ANCHOR g ueecAp6on; Drawn By:
RANGE " REQUIREMENT �:�' i TEO jar, FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRAME SILL
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® ANCHOR SPACING o do
C STATE CFs; (V�` 1070 TECHNOLOGY ORNE Vtfw
N. VENICF_FL 34275 SINGLE HUNG WINDOW INSTALLATION _ p
sS N ` P.O. BOX 1529 N
NOKOMIS;FL 34274 Sptiss/Lodek Srotp: Seeet 17vorirg Ro. Re+: '�
!'vdl4YnMN M ELS PF.
P.F.N 5870.5 CERT. OF AUTH. 829296 SH-200 NTS 6 OF$ MD-SH2O0-01 B
PRODUCT REVISED
M europlying rvilh lite Fluida
Building C d.
8 Acceplunce No 0_S ,QQ
ANGLED/CURVED ANGLED/CURVED Bx'rohonDale �(o
FRAME FRAME By
ASSEMBLY 90°CORNER ASSEMBLY Miom1 ode [oduatCanl�
90°CORNER ASSEMBLY
FRAME
FRAME U
ASSEMBLY U)� m .-
21 o
r I J
g$ Q O g 2
1'WEEP
� 3 1"WE® 1\\ 50 51 '7 d F
NOTCH NOTCH
EACH END a(!7
.0
��/'s' EACH END p
1 1 W W ❑ J 6
2 5 zZ Q a g U) LL
Z O
50 51 FLANGE FRAME U V ❑ 1`
60 51) MITERED FRAME SHOWN,FINRAME
WITH FRAME MITERED FFRAME SIMILAR
WELDS AT WITH FRAME_._ Q O �- O
SCREW BOSSES WELDS AT Z Z J ❑
SCREW BOSSES m Z $1—
ul
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o N U) L9 Z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. -N Q � o
�w (D tu)
cf) 00
112"NOM. __ 112"NOM.
GLASS STACK GLASS STACK N m
1/4"AIRSPACE 3116"AIRSPACE ® �N
1/8'ANNEALED OR _ 3/16'ANNEALED OR 114'ANNEALED OR __ 1/8"ANNEALED OR 3116'ANNEALED OR _ N N +
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8'ANNEALED OR TEMPERED GLASS 118'ANNEALED OR N
TEMPERED GLASS I TEMPERED GLASS x
�i 60 Ijl 61 I!j 62 �j1 I 63 43 I� j� 64
zZTS��.y
40 _II 1.. 41 _ I 42 )I 43 jl — o
318'NOM, jl V� 3/8'NOM. ILII 318'NOM. I 318'NOM. jl li 31q7j
(Lo
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36 I 36 36 33 32
alV7 7 7 �7] ��� /�
,....... .. N"
1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL == « r
_ — •N u� l(1 N ��u
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J 'y't?il o co- a
Item PGT PGT Part# Description
# Dwg.# I
1 z.000-
1 2703E 62703EW Flange Frame Head
2.000' .962'"T�
2 27518 62751 BW Flange Frame Sill F~_ � 236, _.050^ � 1
3 2781 62781W Flange Frame Jamb .062• .062• 1.125•
.500'
4 2713 62713BW Integral Fin Frame Head y7 2.600' 2.000^ .050•
5 2714E 62714EW Integral Fin Frame Sill II 1 oso I ^�
6 2782 62782W Integral Fin Frame Jamb Jv .869, _ -SII 500 Imo- 062 J
�.0627 2706 62706DW Sash Bottom Rail 062 A .05.050' I8 2707 02707CW Sash Top Rail _ h - .os2• .06 1
9 2739 62739W Fixed Meeting Rail FLANGE FRAME HEAD �-0^ .050• 062 -�4-+-
10 2709 62709CW Sash Side Rail 06063-T6ALUMINUM I 2.066'
11 27408 742740AW Sesh Bottom Lock 2 FLANGE FRAME SILL 3 FLANGE FRAME JAMB 4 INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM '-.Te ALUMINUM O 6063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange '
20 1226 61226DW Vinyl Bulb,Flex PVC 70 .976• -I
21 1662C 71662CW Head/Slll Gasket,PDlyethelyne 2.056° -- 3.225• Tr I
22 1270 7PAD118 Open Cell Foam Pad 050' 1,125 .050• J I' 1'167•
050-
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC � � - .aez• � •
24 4066 64066G Wstp.,187 X.230 Fin Sealx.000 1.807' 1.998•
25 2784 72784W Sash Side Rall Gasket,Polyethelyne - 075, 050 -{ - j 1.229*
� osz 050•
26 1076 7121 UM Balance Takeout Clip 1.125' 976 50 ^ 062' 13 ADDON FLANGE
27 Vades per Size Balance1 .062' 6063-T6ALUMINUM
28 2711 4280OW Sash Cam,Nylon 050 1 � 926
062•
29 1096 71096W Sweep Latch,Zinc 2.066• .050• •800• F�
30 1016 7858W W #8 X.625 Ph.Fl.SMS Latch ScrewsO INTEGRAL FIN
31 1267 71267N Setting Block 1/8"x 112"x 1",EPDM FRAME SILL O INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL O SASH TOP RAIL
6063.76 ALUMINUM 6063-T6 ALUMINUM `J 6063-T6ALUMINUM 6063-T6 ALUMINUM
32 6DURAK316 Duraseal-3/16"
33 6DURAK14 Duraseal-114"
34 Sash Bottom Lock Spring .062"
35 Screen Cloth,Fiberglass 1.68x 187- 665 -j-
36 Dow Coming 889 Silicone Glazing Sealant •062• .050• 039• .826'
40 1625 616258 Glass Bead(118"Glass)
.874• A
41 2719 62719B Glass Bead(3/16"Glass) .082• 1 4- 1.16r
1.010•
42 1263 61263B Glass Bead(1/4"Glass) FIXED MEETING RAILSASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP
/10 11 12 PRODUCT REVISED
B
43 1253 6VT486 Glass Bead(I.G.) 6063-T6 ALUMINUM 06063-T6 ALUMINUM 08083-T6 ALUMINUM 08063-T5 ALUMINUM azcotnplying cull//the Florida
Building Code
50 781 PQA #8 X 1"QUAD Pn SMS Accepl"nce No
51 761PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 111 I"'I I B id,
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52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Znc `��\ �LYNN..14e ' Rev7eed 8y: Date: Revielon: y
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Znc(S,S.) .•'\cCENSt; '•;FQ JJ 10/10/11 NO CHANGE Mian/+ adeProductConud
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54 78X1PFTFUA #8 X1"Ph FI u/cut SMS _ No.56705 SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel DePlt. Drown By:
60 1/8"Annealed or Tempered Glass -3'.C(-
61 3/18"Annealed or Tempered Glass ?E I w; BOM&PART DETAILS J ROSOWSKI
62 1/4"Annealed or Tempered Glass %�(c FCOR1OP'' C� ` 1 N.VENICE,
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63 1/8"-1/4' Alr-1/8"An.or Temp.I.G. �7, NA�1 , NOKOMIS:FL 34274 s.ree/Mod�l: Snob: Sheef Drowln9 N". Rev
64 116"-3/16"Air-3116"An.°r Temp.I.G. A.LVNNlt11IER,P.E. CERT. OF AM. #29296 SH-200 NTS 8OF8 MD-SH2O0-01 B
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