HomeMy WebLinkAboutProduct Approval Jk6C4, C;R0TfB19QG DIMION
REVIEWED FOR COWLIANCE
C R{EVM1VTrD 11Y
CEIVED JUbAff —
1'LAN� ;0 PERMIT MUS x BE]EsP i ON JOB
M IM I®DADE OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY
P 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) Nvww.miamtdade.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
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�tSgi 200"'A�uminum Siinglel3urg W. 1ncigWmm N�'I:.�:;.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through S 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
MIAM6DADE C0UI1TY } 5 Expiration Date: September 01,2016
7 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. Drawing No. MD-SH200-01,titled"Single Hung Window Installation" sheets 1
through 8 of 8,dated 05111A 1 with revision B dated 05/20/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
D. 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$H-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.
(Submitter)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 FRC-51h 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 o
09/01/16.
ManueyP*ez,P.E.
Product Contrdtlxaminer
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 06 2015
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). --► 63.118"TIP-TO-TIP WIDTH 52-1/6'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118'BUCK WIDTH _ 49-1/8'
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 48-110' VISIBLE LIGH
REQUIRED IN VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO CONCRETE FLANGE 8'MAX. I�
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6.SHEET 4 8 5. FRAME HEAD I—'�B __ --_ 3•MAX
I _ D
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C
1412'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1T _ 35.112' 1}
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS 8'MAX.FROM L- VISIBLE L._ -----------_ _ _ 35-112'
WHEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN I -�jjj"""
( ) CENTER OF / 47• LIGHT �_ VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 78' / 1 LIGHT
RAIL / MAX,-'D.C. TIP-TO g'MAX.O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF +L Tlp
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4 8 5.NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING .. --..--------- _ A 77,HEIGHT _ --
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK C
OF THESE INSTRUCTIONS. B'MAX.FROM / -- HEIGHT / 77'
.� ._ 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 I / 23'
I
y MAX.O.C. 1 _
7)DESIGN PRESSURES:
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM }T -- -
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAME 9' J '-'- 8 NO ANCHORS REQUIRED 3'MAX.
ANALYSIS AND GLASS PER ASTM El 300. MAX. IN FLANGE FRAME SILL 6'MAX.O.C.
8)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 NON ANSI/AF&PA NDS FOR A
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 IMPACT RATING DESIGN PRESSURES...........2&3
VARIES
NOT RATED FOR INSTALLATION,FLANGE.............4
SEE-SHEETS 2&3 IMPACT RESISTANCE C'_ INSTALLATION.INTEGRAL FIN...6
WINDOW SHAPES AND SASH CONFIGURATIONS AS SH8WN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR D'TAILS.IES.................7
SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILSLY...................7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
WIDTH WIDTH
PARTS LIST...................................8
Imo- h—
r - PRODUCT REVISED
as itding ingwilh Bro Florida
/ I / Accc ing ce N 15.�28.2?
Acccp aice No
/ Redead 6y: Dale: Ravlalon: Bx roti Ddo
LYNN /%
HEIGHT _-- = -- -- HEIGHT �\\��O•�1GENSC.//'<F'P JJ 10/10/11 2010 FBC NOTE MIS a__Jacl I"
R.0-d W. Dole: ReWblon:
N0.50705 = SGC 05/20/15 5th ed. FBC REV
Deecrlpllon: Dmnn �'
15S'ul_ GENERAL NOTES&ELEVATION J ROSOWSKI
. 1 1070 TECHNOLOGY DRIVE Tftle: Dela:
EOUALLRF PROWEW/ORIEL ARCHTOPPROVIEW/ORIEL RADIUSTOP EQUAL ME %O
FLORIOP'. CJ\:� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
%F`pS/••.•.. �C\`� P.O. BOX 1529
NOKOMIS:FL 34274 Senor/Model: =N�S
al: Drawfnq No. RipA.1:11ANMIL 'PECERT. OF AUTH. 29298 SH-200 OF 8 MD- 01-01 1.1
P.NMIL 705
TABLE 1: TABLE 2:
Maximum 2 Monolithic Glass Types PRODUCT REVISED
Sash Helghtx Design Pressure(Ibs/ft)for Glass Type A, Fin&Flange Frame s c,i,nply;„g vllh rno Ftortds
Window A 118"Annealed
Height' (see Figure A,this sheet) Maximum Window Width' A-pl.-No
18-118" 26-112 33" 37 41" 45" 49" b3-116" B 118"Tampered u pr Ii aDarc
_ _ C 3116"Annealed B
23" 11-9118"(Equal Ltle) +55.0 -90.4 +55.4 -90.0 +55.0 -90.0 +65.4 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 80.0 +55.0 -90.0 4 3118"Tempered BY ado Ptaduet
under 18-9116" +55.0, -90,0 +55.0 -90,0 +55.0 -75.2 +55.0 5&.b +55.0 -67.3 +50,2 -50.2 +44,8 -44.8 +39.9 -39.9 E 114"Annealed
3T' 1&9116"(Equal Lite) +66.0 -90.0 +55.0 50.0 +55.0 -84.2 +55.0 -74.5 tb5.0 88.5 +55.1 81.0 +55.0 -57.7 +55.0 -55.0 F 1/4"Tempered
ober 16-9118' +55.0 .90.0 +55.0 -90,0 +55.0 -76.2 +65.0 -65.5 +65.0 -57.3 +50.2 -50.2 +44.8 -44.8 +39.9 =N.9 r CQ
under 15.718" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 -63.8 +55.0 -56.8 +50.0 -50.0 +44,8 -44.8 +40.0 -40.0
TABLE 3:
38 318„ 15 7/8"thru 19-3116"3 +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 -45.9 +41.3 -41.3 �S
191/4"(Equal Lite) 155.0 -80.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55,0 -63.5 +55.0 -57.9 +64,2 -54.2 +51.5 -51.5 insulated Glass Typos Q 6 C Qo
oter 19.114" +65.0 -90,0 +55.0 -87.1 +55.0 -73.4 +55.0 53.8 +55.0 58.8 +50.0 50.0 +44.8 -44.8 +40.0 -40.0 G 1!8"Annealed,1!4"Airspace,1!8"Annealed ti O S Z a
under 19-9116" +55.0 -81.6 +55.0 -72.3 +65.0 •61.3 +55.4 55.3 +54.5 -50.5 +45.8 -45.8 +42.0 -42.0 +38.7 -38.7 H 3116"Annealed,3/16"Alrapace,1/6"Annealed O $Z
45" 19.9118"thru 22-5/8-'3 +65.0 -90,0 +65.01 -87.9 +55.0 -74.0 +55.0 -64.3 +55.0 56.9 +50.1 -50.1 +44.8 -44.6 +40.0 10.4 I 118"Tempered,i14"Airspace,1/B"Tempered >
22-9116"(Equal Lite) +55.0 -90.0 +55.0, -90,0 +55.0 -78.8 +55.0 58.1 +65.0 -58.5 +51.1 -51.1 +46.0 -48.0 +41,4 -41.4 1 3118"Tempered,3118"Airspace,118"Tempered til 111
over22-9116" +65.0 -81.5 +55.0 72.3 +55,0 -61.3 +55,0 55.3 +50.5 -50.5 +45.8 -45.8 +42,0 -42.0 +38.7 -38.7 co
Z z N �
under 20-118" +55.01 -71.6 +55.0 -62.8 +55.0 55.4 +50.3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.8 -38.9 +30.2 -36.2 +(l(-- Z = Z
20-1/8"thru 24-112"3 +65.0 -90.0 +65.0 52.5 +55.0 59.5 +55.0 51.6 +55.0 -55.4 +49.3 -49.3 +44.6 -44.6 +40.0N40.0
V a U U N
49" FIGURE A:SASH
24-9116"(Equal Lite) +55.0 .90.0 +55.D .90.0 +55.0 -76.4 +55.0 56.5 +55.0 -57.8 +50.4 -50.4 +45.0 -46.0 +40.1 CROSS SECTION Q Q Q
(WITH MONOLITHIC Z Z W 0 U)
ober 24.9118" +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 GLASS) dd Z
under 20-13/16" +55.0 57.8 +55.0 -59.9 +53.3 -53.3 +48.5 -48.5 +44.1 -44.1 +40,2 -40.2 +37.6 -37.6 +34,8 r 1Cr Z
54.5!8" 20.13118"ihn124.11/16" +55.0 -89.6 +65.0 i 50.3 +56.0 57.7 +55.0 -60.6 +54.2 54.2 +49.0 -49.0 +44.2 -44.2 +40.0
24-314"(Equal Lite) +55.0 -90.0 +55.41 -90.0 +55.0 -76.4 +55.0 55.7 +55.0 -57.4 +50.3 -50.3 +44.91 -44.9 +39.9 -38.9 i N a Z
over 24.3/4" +55.0 -87.8 +55.0 -59.9 +53.3 -53.3 +48.5 48.5 +44.1 14.1 +40.2 -40.2 +37.6 -37.8 +34.8 -34.8 �I rC- O _ 0
under24-15/18" +55.0 -56.0 +43.81 13.8 +41.9 11,9 +39.1 -39.1 +36,0 •36.0 +32.6 -32.6 +30.0 -30.0 +27.8 -27.6 1 Ur W x
61" 24.15116"thru 30518"3 +55.0 -75.0 +65.01 56.0 +55.0 57.4 +51.9 -51.9 +47.4 17.4 +43.2 -43.2 +39.9 -39.9 +37.3 37,3 VISIBLE LIGHT �I SASH -o L) U) 0
309116"(Equal Lite) +55,0 -87.0 +55.0 -76.8 +55.0 56,6 +55.0 -59.7 +53,5 -53.5 +48,7 18.7 +43.9 -43.9 +38.9 -39.9 HEIGHT f� HEIGHT (n W
over34.9118" +65.0 -;FS +65.0 59.9 +53.3 53.3 +48.5 tB.b +44,1 44.1 +40.2! 44.2 +37,8 37.8 +34.8 34.8 SASH HEIGHT-3.9116" Ii X
under 25-314" +54.7 -54.7 +41,2 11.2 +40.3 10.3 +37.6 -37.8 +34.6 -34.6 +31,3 -31.3 +28.9 -28.9 +26.5P-26.5 I63" 25-3/4"thaw 31-518"3 +65.0 -72.0 +66.p 53.2 +55.0 55.7 +50,5 -50.5 +46.1 -46.1 +41,9 -41.9 +39.0 -39.0 +36.3 Nv31-9116"(Equal Lite) +55.0 -83,9 +550) 71.7 +55.0 -64.8 +55.0 58.2 +52.4 52.4 +47.91 -47.9 +43.3 f -43.3 +39.7 i� n
OLer 31-9/16" +55,1) 57.8 +55.4 -59.9 +63.3 53.3 +48.6 48.6 +441 •44.1 +40.21 40.2 +37.6 -37.8 +34.8 34.8
under 26-314" +53.3 53.3 +39.7 -39.7 +39.1 39.1 +38.7 -36.7 +33,41 -33.4 +30.3 -30.3 +28,0 -28.0 +26.B -26,8 Id '
dY
5/8"' +55.0 81.0 +52.0 -52,0 +48.2 -48.2 +44.0 -44.0 +40.1 -40.1 +37.0 -37.0 +34.1 -34.1 +31.4 -31,4 ({ = Z
73" 28.314"thru 36
36-911V(Equal Lite) +55.0 58.3 +55.0' -56.3 +52.1 52.1 +51.5 -51.5 +47.0 -47.0 +42.7 42.7 +38.8 38.8 +37.4 37.0
over 38-9/1611 +65.0 -67.8 +55.0 -55.3 +52.1 -52.1 +48.5 18.6 +44,1 44.1 +40,21 10.2 +37.6 -37.6 +34,8 -34,8
under 313/4"3 +53.3 -53.3 +39.7 39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33.4 +30,3 -30.3 +28.0 .28.0 +26.8 -25,0 viv11111II1 /rw`
78" 31-3/4"thru 39" +55.0 -58,3 +48.0 48,0 +45.2 45.2 +41,2 41.2 +37.9 -37.8 +34.8 -34.6 +31.7 31.7 +29.6 -29,6 \�� b3-3 V
39-illW(Equal Lite) +S5.0 -62,5 +50.8 -50.8 +46.3 -45.3 +45.2" -45.2 +44.2 -44.2 +40.3 -40.3 +37.7 -37.7 +34.8 -34.8 NOTES ` �L
1)USE THIS TABLE FOR ALL WINOOWS THATARE GLAZED WITH 1/&' v"
'Tip-to-tlp dimensions for flange windows shown.For fin windows or buck dimensions,subtract T'. ANNEALED GLASS{TYPE A).
2 0%eall sash height.For clear daylight height,subtract 3.9/18".
3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH m
= ;y m ;t d 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. r Y: '¢
For overall sash width,subtract 2-15116"from the buck dimension. 7.
' 9 ' • O
TABLE 4: TABLE 2:
1111ODUCr REVISED
Monolithic Glass Types ns '-plying with the Plmldr
Maximum z Design Pressure(lbsltt2)for Glass Type B-J, Fin&Flange Frame sodding Cude
Window Sash Height A 1/8'Annealed Accepla cc No 1 22
Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered exp+m'nn nate
19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed 11y -
tvliami ode Produce Cwt
23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3/16"Tempered
under 18-9116" +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 -76.0 +55.0 -72.9 E 1/4"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 +65.0 -81.1 +55.01 -73.4 F 1/4"Tempered
over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -84.3 +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 -90.0 +55.0 -88.5 +55.0 51.8 +55.0 -75.0 +55.0 -88.5 TABLE 3:
38 3/t)" 15-7/8"thru 1&3/16" +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 rn Q
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.8 +55.0 -76.8 +55.0 -71.2 8 C7
G 118"Annealed,1/4"Airspace,1/8"Annealed O Z N
over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68,5
H 3/16"Annealed,3/1e"Airspace,1/8"Annealed O 2
under 19-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 ;59.7
I 118"Tempered,1/4"Airspace,118"Tempered €
19-9/16"thru 22-5/B" +55.01--90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +55.0 I -7B.5 +55.0, -70.0 +65.0 $
45" J 3116"Tempered,3/16"Airspace,1/8"Tempered W W -I
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
over 22-9116" +55.0 -90.0. +55.D -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 Z Z LL
LL
under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -89.2 +55.0 -62.8 +55.0' -57.7 2 2 Z L O
20-1/8"thru 24-1/2"3 +55.0 50.0 +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 O co
49' CROSS SECTION O O m
24-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -84.8 +55.0 -74.2 +65.0 -65.9 +55.0 -59.1 (yyITH I.G.GLASS) Z Z W p
over24-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 59.2 +55.0 -62.8 +55.0 57.7 a Z ••H
D Z
under 20-13/16" +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)
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 54.5 +55.0 -57.8 ijl it CD o W U
505/8" i N Z
24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54,5 +55.0 57.8 iii p to l] CD
over 24-3/4" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 -56.8 li Z 2 N
under 24-15/16" +55.0 -87.9 +55.0 75.6 +55.0 -65.7 +55.0 52.3 +55.0 -60.0 +55.0 56.5 +53.2 53.2 +49.6 -09.6 Ijl II O J _
61" 24-15/16"thru 30-5/8"3 +55.0 -87.9 +55.0 -75.8 +55.0' -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 -57.5 +51.1 -51.1 VISIBLE LIGHT Ijl Ij HEIGHT u)SASH 0 W Z
HEIGHT 3
30-9116"(Equal Lite) +55.0 57.8 +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 57.1 a jli II a rc n (q rR
over30.9116" +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 52.0 +55.0 59.9 +55.0 -57.8 +54.5 54.5 +51.3 -51.3 +48.3 -08.3Nmn
63" 25-314"thru 31-516"3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 59.4 +65.0 59.4 +55.0 -64.5 +55.0 56.5 +50.2 -50.2 ij j� Y' A
31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.01-69.4 +55.0 -69.4 +55.0 -54.5 +55.0 56.5 +50.2 -50.2
I I �
over 31-9118" +55.0 -83.9 +55.01 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -89.4 +55.0 -64.5 +55.01 -56.5 +50.2 -50.2 Iii II 0 o
under 29-3/4" +55.0 88.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +50.0 -50.0 +4e.4 -08.4 o a
^= z
73"
29-31,V'thru 38-5t8"' +55.0 X8.3 +55.0� 56.3 +52.1 52.1 +51.5 -51.5 +61.5 51.5 +51.6 -51.5 +51.5 51.6 +48.4 -0B,4
36-9116"(Equal Lite) +55.0 58.3 +55.01 -56.3 +52.11 -521 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.5 -51.5 +48.4 -46.4
over 36-9/16" +55.0 •88.3 +55.0 -58.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +40.4 -08.4 \\,v\\t l I la r!1 r rr
under 31-314" +50.8 50.8 +46,3 -08.3 1+45.21 45.2 +46.0 -05.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 �
78" 31.3/4"thru 39"3 +55.0 52.5 +50.8 50.8 +46.3 -46.3 +45.2 -05.2 +45.0 -05.0 +45:0 -05.0 +45.0 -05.0 +45.0 45.0 NOTES ���Q ,• ta� ••.- �-,,d
39-1/16"(Equal Lite) +55.0 52.5 +50.5 50.8 +q8.3 -06.3 +45.2 -05.2 +45.0 -05.0 +45.0 -05.0 +45.0 -45.0 +45.0 -05.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ _: o1 TYPES B-J.NOT APPLICABLE WITH 1/8-ANNEALED GLASS(TYPE A). _ �:,
Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". = z:w ❑ ti; O "
2 Overall sash height.For clear daylight height,subtract 3-9/18". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR=J o �� z a
3 Size range Includes the standard Pro-View(3-over-2 configuration)for the given Window Height. HEIGHT DIMENSION SHOWN ON THE TABLE. •;r�0 • �V� d
For overall sash width,subtract 2.15/18"from the buck dimension. Pio'
rrrrrrlllltltlt`
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
-`
OPTIONAL ADDON EMBEDMENT PERANCHOR TYP.ANCHOR
13 i REQUIREMENT REQUIREMENT
INSTALLATION — FLANGE®HEAD, TYPE,
OPTION 1 SILL It JAMB$ � 3 EMBEDMENTAND
�._,-, 714"MAX 41 EDGE DISTANCE
CURVED HEADER _. - - EDGE J SHIM 12 61 10 27 PER SUBSTRATE,
INSTALLATION.SEEOTE2INTO WOOD - - SEE TABLE 5,
2X,SEE NOTE 2,THIS SHEET. iDISTANCE THIS SHEET.
�EMBEDMENT � I} _-- —
TYP.ANCHOR
TYPE. 38 EMBEDMENT
+.,"
114"MAX h114" EMBEDMENT`AND _ EDGE
SHIM _ SHIM OISTANCEDGE DISTANCE
3
TYP.ANCHOR TYPE, I
EMBEDSUBSTRATE.
MENTANO EDGE DISTANCE
1,4SEE TABLE 5,
(15" II � 1 �- 32
�� II PER SUBSTRATE,. II THIS SHEET. .4g g4 EXTERIOR INSTALLATION
I SEE TABLE 5,THIS it INSTALLATION
It 36 SHEET, OPTION 1 INSTALLATION OPTION 3
VISIBLE I! STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT HEIGHT j 61 INSTALLATION ONTO INSTALLATION L- BUCK WIDTH THROUGH 1X BUCKSTRIP
II 30 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY --- TIP-TO-TIP WIDTH — INTO MASONRY.
1� REQUIRED AT HEADER. INTO MASONRY.
HORIZONTAL SECTION A-A
r v4 MAX.SHIM
TABLE 5: EGRESS FORMULAS
#12 STEEL Anchor Min.Edge Mm. (EQUAL-LITE)
41 SELF-DRILLING Anchor Substrate
SMS IDS)'SEE Group Dletanca Embedment WIDTH:TIP-TO-TIP WIDTH-4'
2.751, 9 TABLE 5,THIS A 1/4'410 SS CreteFlex Ungrouted CMU,(ASTM 0.90) 1-314" 1-U4' HEIGHT:TIP-TO-TIP WIDTH12."116"
BUCK f 4/ SHEET P.T.Southern Pine(SG n.55) 0116" 1-31B"
HEIGHT EXTERIOR USE EITHER 1� — _ VISIBLE LIGHT FORMULAS
LATCH(#29)OR INSTALLATION #12 Steel SMS Aluminum,6063-T5 min. 31@' 118"' (EQUAL-LITE)
BOTTOM LOCK' Screw(G5) Steel Stud,Gr.33 min. 319' 0.0340(20 Ga)'
OPTION 4 _ WIDTH(SASH):TIP-TO-TIP WIDTH-5-11116"
TIP-TO-TIP - 32 (#11).TESTED INSTALLATION [- B A36 Steel 316" 1/B"' WIDTH(FIXED).TIP-TO-RP WIDTH-4'
HEIGHT !1
UNIT LOCATION: ANCHORS P.T.Soulham Pine(SG=.55) 1' 1-318" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/1 V)12
35 1 11 I 6-518'FROM
.1._, 11 I' 64 VENT END, DIREMETAYLINTO 1/4"410 SS CreteFlex Concrete(min.3.36 k81) 1" 1"
1 I Ungroutod CMU,(ASTM C-90) 1.314" 1-114'
VISIBLE �I 7 3 P.T.Southcm Pine(SG c.55 1" 1-WIT,
LIGHT tl it
HEIGHT I! �I 34 DADE APPROVED MULLION, C1/4'Steel(Alra On Concrete(min.2.9 kal) i" 1-3/6"
II II ALUMINUM,STEEL FRAMING OR EXTERIOR Ungtouted CMU.(ASTM C-30) 2-112' 1-1/4"
II II 11 STEEL STUD.SEE SUBSTRATE ER 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
h �{ PROPERTIES,TABLE 5,THIS SHEET.
NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
2.254' 31
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
- 20
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN i-72'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-1Cd'THICK OR GREATER.1X AND 2X BUCKS PRODUCT RGVI5BU
SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as cmnplYing with rhe Florida
THIS SHEET. -,.._.,.-- ENGINEER OR ARCHITECT OF RECORD. Ltvilding Coda
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO t Accepiwue No
0 LYNN r1 Rerimd Dy: Date: Ravletort: Bx intron Bare )
REFERRED TO AS DAYLIGHT OPENING)IS �� QtY'( 41j i�
MEASURED FROM BEADING TOBEADING. ,,���.'`` .•ttCENSF' ��g��� JJ '10/10/11 2014 UPDATE Minml adePraductConUd ,t
T 1/4'MAX SHIM Q'
Revt."d Sr. Dote: Revtalon:
NO ANCHORS - '• No.50705 ` = SC 05/20/15 TABLE 5
REQUIRED IN • CONCRETE PER
FLANGE - ANCHOR ® Deecriptfon: Dram By:
FRAME SILL •" REQUIREMENT .tp1 �,,2 (S w- FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
. Qom•, T TEO
• • FLORIOP.•' \�,� 1070 TECHNOLOGY DRIVE 74k: Data:
N. VENI E. Fl.34275
SINGLE HUNG WINDOW INSTALLATION 05/11/11
O.VERTICAL SECTION B-B4 (ItIA1L1 '
ALY ` NokoMrs, FL aaz7a
. NNIM0.O N P.£. Sorka/Modes Scale: Shoal: OrcMng No. Rev:
PEA 8705 CERT. OF AUTH. #29296 SH-240 NTS 4 OF 8 MD-SH900-01 I B
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 114"MAX SHIM
EDGE DISTANCE PER SUBSTRATE,SEE 114'MAX SHIM I DISTANCE
TABLE 6,THIS SHEET TYP.ANCHOR TYPE.
EMSEDMENTANDEDGE2X WOOD.SEE
INSTALLATION X WOOD,SEE NOTE 2.THIS SHEET 2X WOOD. DISTANCE PER SUBSTRATE, 0 NOTE 2,THIS
OPTION 5 EMBEDMENT EMBEDMENT SEE NOTE 2, SEE TABLE S.THIS SHEET. SHEET
THIS SKEET
CURVED HEADER EDGE EDGE 2X WOOD, HORIZONTAL SECTION C-C b
INSTALLATION DISTANCE SEE NOTE 2,
Rt
ANCHO (S� E THIS SHEET 26 41 27
CE
C
THROUGH THE FIN EDGE 12 61 10
REM
t
EMBEDMENT
DISTANCE A DISTANCE F
114"MAX SH)Mj F EMBEDMENT
6 TYP.ANCHOR TYPE, 114'MAX SHIM L
EMBEDMENTAND
1.465* \—EDGE DISTANCE
---r4) TYP.ANCHOR TYPE
it PER SUBSTRATE, EMBEDMENT AND EDGE INSTALLATION
II SEE TABLE e,THIS 11 DISTANCE PER SUBSTRATE, OPTION 6
- --
SKEET. -
SEE TABLE 6.THIS SHEET. INSTAAIL A I N -- ---- 64
INSTALLATION ANCHOR
VISIBLE 1 36 INSTALLAT)ON PTI 32
LIGHT6PTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
--
HEIGHT I 61 30 STWI—GHTHEADERANCHOR(SCREW) VISIBLE LIGHT WIDTH
Ij INSTALLATION ANCHOR THROUGH THE FIN
(SCREW)THROUGH THE FIN BUCKWIDTH — EGRESS FORMULAS
(EQUAL-UTE)
a1 MULLION SECTION WIDTH:BUCK WIDTH-3'
DADE APPROVED MULLION.MAYBE HEIGHT:BUCK HEIGHT/2.6-13/16'
EXTERIOR VERTICAL OR HORIZONTAL.MAX.
INSTALLATION 114'SHIM SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.751* USE EITHER OPTION 7 PROPlERTIES.TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(A 29)OR INSTALLATION WIDTH(SASH};BUCK WIDTH-4"-1116'
HEIGHT —302 BOTTOM LOCK ANCHOR(SCREW) 1/4"MAX.SHIM WIOTH(FIXED):BUCK WIDTH-3
011).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT:(BUCK HEIGHT-6.1/18')/2
35 UNIT LOCATION:
8-5/8"FROM WITH FIN
REMOVED
1,1 64 VENT END. 1110 STEEL ip
VISIBLE 111
SELF-DRILLING TABLE e:
SMS(GS)
LIGHT 7
HEIGHT 1 34 Anchor Substrate Min.Edge Min.
Distance Embedment
2-IT2X.113"BOX Nail P.T.Southern Pine(SG=.55) 2-7/1611
EXTERIOR 2-1/2'x.131"Common Nail P.T.Southern Pine(SG-.55) W16" 2-7116"
43 2-1/2"x.145"Roofing Nall_ P.T.Southern Pine(SG-.55) 9/16' 2-711W
P.T.Southern Pine(SG-.55) 3t4" 1-318'
2.254' 0120 ALUMINUM/STEEL FRAMING OR STEEL #10 Steel SMS Screw(G6) Aluminum.606345 Min, 3/8. If&,
STUD.SEE SUBSTRATE PROPERTIES, Steel Stud Gr.33 min. 3/8" 0.038
TABLE 6.THIS SHEET. PRODUCT REVISED
NOTES A38 Steel 316" im. m anuptylos with iho Ffmids
I ituddina Code
114'MAXSHIM 1)USE ONLY SUBSTRATE I I*IWVJMUM OF 3 READS BEYOND THE METAL SUBSTRATE. "' 'o E=z-29
APPROPRIATE ANCHORS LISTED 'kicIocnoD�1'10
7 Dole. R04.10-:
iL ON TABLE 6 OF THIS SHEET. OW L I fvV 4 Revised ay�
TYP.ANCHOR TYPE, EN I.,
.,_ .(.4
EMBEDMENT AN EDGE FOLLOW EMBEDMENT AND EDGE 10/10/11 NO CHANGE ."od."
f EDGE DISTANCE LIMITS.ANY
TANCE PER SUBSTRATE,DIS R.�fsdd By. Data: pavill.a;
SEE TABLE S.THIS SET. STANCE •INSTALLATION OPTION SHOWN No.5070$
S
MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW, J?nT SC 05/20/15 NO CHANGE
INS ILL DISTANCE �3 19 DiscriptIon: Ore..W.
TA N ............7 2)2X WOOD FRAMING OR BUCK,
EMBEDMENT 1-lr2"THICK OR GREATER. 0 J ROSOWSKI
OPTION 6 %N4A rE�OF FIN FRAME INSTALLATION DETAILS
Date,
INSTALLATION ANCHOR 1070 TECHNOLOGY DRIVE lifta.,
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT N.VENICE, FL 34275
(ALSO REFERRED TOES DAYLIGHT /",`�ONAL P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
OPENING)IS MEASURED FROM "1111101", NOKOMIS:FL 34274 S.rfaallk(odel: —FS-cfe; Sheet,' — Dra fag tic, R.I.-
VERTICAL SECTION D-D BEADING TO BEADING. A.LYNN MILLER,P.E. OF ALITH.#29296 SH-20 J -W I B
P.E.#t8705 CERT, 0 NTS 5OF8 MD-SH200
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N N a V N a � 'MR D 5 0
a N w N Above MR =g
N N a N N a W N N w N N W E11eMR
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JJ 10/10/11 NO CHANGE J ROSOWSKI _
Pa.,-•'\}CENSE'.,F'P !� Reused Bi^ Reviaton: DmM Dote:
_ SC 05/20/15 NO CHANGE 05/11/11 b 9z
No.56705 t a
"=_<
• ® tbsaiFtion: � s re
c c_ ANCHOR SPACING
=.
C STATE OF !( � 1070 TECHNOLOGY DRNE
TWO:
��`•'-.��ORIOP.•'•�_; N.VENICE. FL 34275SINGLE HUNG WINDOW INSTALLATION
% S G P.O. BOX 1529 S
�'• ntAL��,. NOKOMIS;FL 34274 r��y.�yo°y: Sate: Seeet: Drn.ing No. Rev.
�!¢VNN1MLLEh,P.E. CERT. OF AUfH. 029296 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.#$870.5
PRODUCT REV ISEL)
m complying Willi the Florida
Building Cod.
g AccepWncc No 1 05 .22
ANGLED/CURVED ANGLED/CURVED Ya'mlionD�le 1.r
FRAME FRAME er
ASSEMBLY90°CORNER ASSEMBLY
90°CORNER ASSEMBLY
FRAME
FRAME 3 m
ASSEMBLY 0
3
in o
21 21 O t;°
c _J Z N
11 WEEP \ I 3 1"WEEP O fn
NOTCH D NOTCH® a Q
EACH END EACH,
0
cn
2 5 00
1n LL
0
Q Q Z
50 51 MITERED FRAME 50 51 F SHOWN,,FlNE _ L) g O
WITH FRAME MITERED FRAME— FRAME SIMILAR V s U otl G ti
WELDS AT WITH FRAME z z } O
SCREW BOSSES WELDS AT Z Z U)
SCREW BOSSES m Z
Lo z
LU
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o 0 1n U
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. Q � o
o 102 _ .N
5
U) A L)
1/2'NOM. _ 112'NOM.
GLASS STACK GLASS STACK ,n
1/4"AIRSPACE — 3116"AIRSPACE ® a m n
1/8'ANNEALED OR _ 3/16"ANNEALED OR 114'ANNEALED OR _ 1/8"ANNEALED OR 3116'ANNEALED OR _ Aiv
TEMPERED GLASS TEMPERED GLASS I TEMPERED GLASS ~I I' TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS 118"ANNEALED OR ucl e� 4
TEMPERED GLASS TEMPERED GLASS
60 ISI 61 I�� 62 �I I 63 Ij 64 0
40 — ! 41 42 43 43 11 II 6-§C;9
0
3/8'NOM. �I V^ 3/8'NOM. III 316'NOM. 11 3l8'NOM. jl II 318"NOM. I - II oa
GLASS SITE _ II GLASS BITE IIII GLASS BRE III GLASS BITE I 11 GLASS BITE II II o z a
36 36 96 36 U
36 33 32
7 7 7 7 7 `\\\till l urrr
so r •Z �
1/8"GLAZING DETAIL 3_/_16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.Q. GLAZING DETAIL 1/2"I.G. GLAZING DETAIL - IN F,, . y LL;o
GLASS TYPES A&8 GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J v- y 6 N co z u*I
/1jl/1111111\\\
Item PGT PGT Part# Description
# Dwg.# 2.000•
1 2703E 62703EW Flange Frame Head
2.000
2 27518 62757BW Flange Frame Sill F~ ��{ 050 esz
.238'
3 2781 62781W Flange Frame Jamb .062' soo° .oe2 1.125•
4 2713 62713BW Integral Fin Frame Head 2.600
y� 2.000* .050'
5 2714E 62714EW Integral Fin Frame Sill It 1 oso
6 2782 62782W Integral Fin Frame Jamb J�— 869" -� 500" •— �062*7 2706 62700DW Sash Bottom Rail oso D62• .es9082' 062'8 2707 02707CW Sash Top Rail •osz
9 2739 62730W Fixed Meeting Rail FLANGE FRAME HEAD F oso .050• osz —r{4-.
10 2709 62709CW Sash Side Rail O 8D63-T6ALUMINUM t 2.056'
FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD
11 2749B 742740AW Sash Bottom Lock 2 6063-Te ALUMINUM O 6063-T6 ALUMINUM O 6063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethetyne 2.056° --- 3.225' }T Tt •976° �I
22 1270 7PAD718 Open Cell Foam Pad .050" 1,125• —I .050 J I I� �-�67" ►t
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .062• I 050•
24 4066 64086G Wstp.,187 X.230 Fin Seal �_ 7807" 7.898
TT 2.000" - 1 .062'
25 2784 72784W Sash Side Rall Gasket,Polyethetyne — ,a75• 050 1 1,22e0 050
26 1078 7121 UM Balance Take-out Clip 728. .050' — .062' ---n O ADDON FLANGE
27 Varies per Size Balance
.975" .062' 6063-T6 ALUMINUM
.050•
28 2711 4280OW Sash Cam,Nylon L 082• h-—
29 1096 71096W Sweep Latch,Zinc 2.05s .050• —�1 .e26• 600
30 1016 7858W W #8 X.625 Ph.Fl.SMS Latch Screws O INTEGRAL FIN FRAME SILLO INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL
6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6ALUMINUM
31 1267 71267N Setting Block 1/8"x 112"x 1",EPDM
32 6DURAK316 Duraseal-3/16" .062°
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring 062•
—�{ .866• �-
35 Screen Cloth,Fiberglass 1.5e2• 8r
36 Dow Coming 899 Silicone Glazing Sealant •082• .050• o3s .826'
40 1625 616258 Glass Bead(1/8"Glass)
874' A
41 2719 627198 Glass Bead(3/16"Glass) —"i 928 I--- ,082• —� - 1.16r --I
42 1263 612638 Glass Bead 1/4"Glass DME
( ) O FIXED MEETING RAIL / SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP
43 1253 6VT48B Glass Bead(I.G.) 9 10 11 1z PRODUCT REVISED
6063-T6 ALUMINUM 6083-T6 ALUMINUM 606376 ALUMINUM 8063-T5 ALUMINUM as complying tvilli Rte Florida
50 781 PQA #8 X 1"QUAD Pn SMS building CodeAcceptance Na 1 -b 8.221
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. " ! Bxpireli.n '., 261G
LYNN '/i R.Na.d By: Dote: Revlelon:
52 1184 781LHPQA #8-15x1LHTwinlastScrew Zinc ;�� oNy••••••••M2(F'�,� JJ rly
53 1186 781 LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S,S.) 11\CENSF '•., P 10/10/11 NO CHANGE MI-i ad.Product Coned
•' * Revleed try.- Dole: Revklon:
54 78X1PFTFUA #8X1"Ph FI ulcut SMS _-k No.58705 SC05/20/15 NO CHANGE
55 76XIIFPAX #8 X 1"Ph FI-Stainless Steel — ® Descrlpilon: Oran Sy.-
60 1/8"Annealed or Tempered Glass D .
�' 22� ' W; BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass %�� TE ��� 1070 TECHNOLOGY DRIVE Title: Dole:
62 1/4"Annealed or Tempered Glass F(ORtOp.• G\\ N.VENICE, FL 34275
�Fss� , SINGLE HUNG WINDOW INSTALLATION 05/11/11
83 1!8"•1/4"Alr-118"An.or Temp.I.G. /; ONA11 tt NOKOMIS: FLt34274
64 1118"-3116"Air-3/16"An.Or Temp.I.G. A.LYNIJ'fJlt(ER,P.E. SeNe./Af.dal: Scale: Shaet: Om rfny No. Rev:
P.EJl 56705 CERT. OF AM. #29298 SH-200 NTS 8 OF 8 MD-SH -01 B