HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION COMMERCIAL (4) ��o� 40
ST. IJC�COUP13KDVGI3IVISIOlV
REVIEWED FOR CO LIANC
REVIEWED R.Y
L g , ....t MU$Ti BE KjP g ON JOB
RECEI�'L�`�
MIAMI•DiADE OR NO V'SPECTIONWILL.BEMADE.
MIAMI-DADE COUNTY
r M1 .111 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidade.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHD).
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
Alumuin S gleHungx ,noP
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled 'Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.'
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0528.22
MIAMI•DADE CO 3� 5 Expiration Date: September 01,2016
f 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 an: 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-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 on
09/01/16.
LMinueftez,P.E.
Product Control-fxaminer
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 06 2015
E-1
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE jhVHZ).
53-1/8"TIP-TO-TIP WIDTH -+-
2)
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1t8'BUCK WIDTH — 52-1/6*SUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 49-118" 49-118'
VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO CONCRETE REQUIRED IN VISIBLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5&6,SHEET 4 9 S. FLANGE 3'MAX,
FRAME HEAD
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A
I-Itr THICK ARE TO BE CONSIDERED IX INSTALLATIONS.lXWOOD,BUCKS ARE OPTIONAL IF UNIT IS INSTALLED c
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112*THICK OR GREATER.iX AND 2X DUCKS 35-112*
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS To 8"MAX.FROM 1.__
VISIBLE
THE STRUCTURE.WOOD BUCK DESIGN il I 35-l12"
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, CENTER OF 21' LIGHT VISIBLE
ME MAX O.C. .16. LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RA2TIP TO S*MAX.O.C. I
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL TIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING 77'HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A c
OF THESE INSTRUCTIONS. BUCK
MAX FROM - HEIGHT 77'
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE WL.1 J BUCK
MEETING I-T
SUBSTRATE.USE SHIMS CAPA13LE OF TRANSFERRING APPLIED LOADS.WOOD DUCKS,BY OTHERS,MUST BE CENTEROF H
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL - 2
7)DESIGN PRESSURES: I MAXO.C.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM —__ I —
E1301 r I ��_ 6"MAX.O.C.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALTEST PRESSURE,FRAME
ANALYSIS AND GLASS PER ASTM E1300. MAX NO ANCHORS REQUIRED 3"MAX.IN FLANGE FRAME SILL
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN Of: TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION
THIS THE 1.6 LOAD DUTION FACTOR WAS USED FOR THE OF INTO WOOD.
ANCHOPRODUCT.RS THAT COME INTO CONTACTRAWITH OTHER DISSIMILAR MATERIALS SHALLEVALUATION MEETANCHORS THE REQUIREMENTS (TESTED UNIT) (TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES*TEST REPORTS FTL-6479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIlAF&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........................I
ELEVATIONS................................1
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES __2&3
VARIES, NOT RATED FOR INSTALLATION,FLANGE.. 4
IM
SEE SHEETS 2 8 3 FAGI RESISTANCE INSTALLATION,INTEGRAL FIN...6
WINDOW SHES AND SASH CONFIGURATIONS AS SHOWN 8FLOWOR SIMILAR,MAYBE USED BY INSCRIBING THE ANCHOR QUANTITIES.................6
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3.
GLAZING DETAILS.......................7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES...............8
WIDTH WIDTH PARTS LIST...................................8
PRODUCT REVISED
as
AmCo,ilplIyletgwish hcFlorida
Building Cod-
15'0282Z
- NO "
Revised 15�6 Dote: Ex .I,. Onto If
t,
4YNN Revillom �06�'
HEIGHT
HEIGHT ... ... JJ 10/10/11 2010 FBC NOTE By
\czNSc
ride Iltoduct
Revised Of. Dales Revision:
No.60705 SGC 05/20/15 5th ed. FBC REV
4 17.3offyuna: Drown W.
—— GENERAL NOTES&ELEVATION J ROSOWSKI
EGUALL"F PROVIEWIOMEL
TA EOF
jti
ANCHTOP PROVILINIORIEL RAnJUSTOP EQUAL DIE I=TECHNOLOGY DRIVE This: Date.
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX
1529
NOKOMIS, FL 34274 Series/Model: —Scale: IShod: Dr..1.9 No.
CERT. OF AUTH. #29296 NT 1 OF MD-SH200-01 B
P,EJf 58705S
W 11 E
"'�.042LL SH-200
TABLE 1: TABLE 2:
x Monolithic Glass Types PRODUCT REVISED
Maximum , Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame „cn,nplyinc,vilb tho Fronde
Window Sash Height A 118"Annealed i3 eains coat
Height's (see Figure A,this shoal) Maximum Window Widths B 1/8"Tempered
Ecpirl nno c ��
19-118" 26-1/2" 33" 37" 41" 45" 49" 53-118" "
C 3116Annealed
23" 11-9/18"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -90,0 I+65.0 -90.0 +55.0 -90.0 +55.0 -90.0 p 3118"Tempered Mfa si Pro4
under 18-9/16" +5&0 -90.0 +55,0 -90.0 +55.0 -75.2 +55.0 55.5 +55.0 -57.3 +50.2 -50.2 +44,8 +14.8 +39.0 -39.9 E 1/4'Annealed
3T' 1&9116"(Equal Lite) +56.0 -90.0 +55.01 -90.0 +55.0 -84.2 +55.0 -74.5 +55.0 438,6 +55.0 -61,0 +66.0 -57.7 +55.0 -55.0 F 1l4"Tempared
over 18-9/16" +55,0 .90.0 +55.0' -90.0 +55.0 -75.2 +55.0 -65,6 +55.0 -57,3 +50.2 -50.2 +44.8 -44.8 .-
under 1&718" +55.0 -90.0 +55.0 -87.1 +55.0 •73.4 +55.0 -63.8 +65.0 -56.8 +50.0 -50.0 +44.8 44.8 +40.0 40.0 � r
- e-
3&318„
15_718,,thtu 19_3116,,3 +55.0 -90.0 +55.0 TABLE 3:
-90.0 +5&0 -78.7 +55.0 58.0 +55.0 -58.5 +61.1 -51.1 +45.9 45.9 +41.3 -41.3
-- Insulated Glass
'r
Glass Types O ' 4
19.114"(Equal Lite) +66,0 -90.0 +55.0 -90.0 +65.0 -82.7 +55.0 -72,6 +65.0 133,5 +65.0 -57.9 +64.2 -54.2 +51.5 51.6 �.. . ��,�,,�, U) '- O O
oyer 191/4" +65.0 -90.0 +55.0' -87.1 +55.0 -73.4 +65.0 •63.8 +55.0 -56.8 +50.0 -%0 +44.6 44.8 +40.0 •40.0 G 1/8"Annealed,114"Airspace,1/8"Annealed m� Z N
under 19-9116" +55.0 -81.6 +55.0 -72.3 +55.0 .61.3 +55.0 -55.3 +60.5 -50.5 +45.8 -46.8 +42.0 -42.0 +38.7 -38.7 H 3/18"Annealed,3116"Airspace,1/8"Annealed Q
45" 19.9!16"thtu 22-518"' +56.0 -90.0 +55.0, .87.9 +65.0 -74.0 +65.0 -64.3 +65.0 56.9 +60.1 -50.1 +44.8 -44.8 +40.0 -40.0 I 1!8"Tempered,114"Airspace,1!8"Tempered
22.9116"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.0 •78.8 +65.0 58.1 +55.0 -58.5 +51.1 -51.1 +46.0 46.0 +41.4 -41.4 J 3118 Tempered,3116"Airspace,118"Tempered W W
over 22-9116" +65.0 -81.5 +55.0 -72.3 +56.0 -61.3 +66.0 55.3 +50.5 -50.5 +45.5 46,8 +42.0 42.0 +38.7 -38.7 Z Z N 00
Under 20-118 +55.0UL
1 •71.6 +55.0 .62.8 +55.0 -55.4 +50.3 -50,3 +45.9 45.9 +41.7 41.7 138.0 38.9 +38.2 -38.2 (�j� X Z O
49, 20.1/8"thru 244J2"' +55.0 -90.0 +55.0 -82.5 +55.0 .69.6 +55.0 51.6 +55.0 -55.4 +49.3 49.3 +44.6 1 44.6 +40.01 40.0 FIGURE N.SASH U U `y-" �N
24.9/16"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -78.4 +55.0 -66.5 +65.0 -57.8 +50.4 5CROSS SECTION Q O Q 0.4 +45.0 45.0 +40.1 40.1 0
(WITH MONOLITHIC Z Z a
over 24-9/16" +55.0 •71.6 +55.0 .62.6 +65.0 -56.4 +50.3 50.3 +45.9 45.9 +41.7 -41.7 +38.9 38.9 +36.2 36.2 GLASS) Z H
F-
under 20.13118" 155.0 437.8 +56,0 -59.8 +53.3 -53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34,8 -34.8 .- �?� Z
50 518" 20-13/18"thn124-11/18"a +55.0 -89.6 +65.0( -80.3 +56.0 •67.7 +65.0 •60.6 +54.2 54.2 +49.0 49.0 +44.2 44.2 +40.0 40.0 II O O W (3
24-314"(Equal Lita) +55,0 -90.0 +55.0 -90.0 +55;0 -75.4 +65.0 115,7 +55.0 -57.4 160.3 -50.3 144.9 44.9 +39.9 -39.9 O
over 24 +56.0 -87.8 +58.0 -59.9 +63.3 53.3 +48.5 48.6 +44.1 44.1 +40.2 40.2 +37.8 37.8 +34,6 34.$ i} *- O Z T O
under 24-15116" +5&0 -56.0 +43.8 43.8 +41.9 •41.9 +39.1 -39.1 +36.0 -36,0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 -ji=
U
24-16/16"lhru 30-6/8"' +55.0) -75.0 +55.0 j -66.0 +55.0 57.4 +51.9 -51.9 +47.4 .47.4 +43.2 43.2 +39.0 -39.9 +37,3 37.3 VISIBLE LIGHT it SASH � {} t!) � V)
61" + HEIGHT (>7 W
30-9118"(Equal Lite) +55.0 -87.0 +55.0 -75.8 +55.0 -66.6 +65.0 -59.7 +53.5 -53.5 +48.7 48.7 +43,9 -43.9 +39.9 -39.9 HEIGHT 1
user 30-9/15" +55.0 467.8 +65.0 59.9 +53.3 53.3 +48.5 48.6 +44.1 44.1 +40.2} 40.2 +37.6 -37.6 +34.8} -34.8 SASH HEIGHT-3.9/16' Ii
under 25-3/4" +54.7 -54.7 +41.2 41.2 +40.3 40.3 +37.8 -37,8 +34.6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 1 ® � nEi
2&314"thru315/8"a +55.0 -72.0 +56,0 53.2 +55.0 55,7 A+48.'S
-50.5 +46.1 -46.1 +41.9 41.9 +39.0 -39.0 +36.3 -36.3 ill A�m�a
63' 31.9116"(Equal L)te) +55,0 -83.9 +55.01 -71.7 +55.0 •64.8 58.2 +52.4 52.4 +47,9 47.9 +43,3} 43.3 +39,7 -39.7 i �oter 31-9116" +55.0 67.8 +65.0, -69.0 +53 3 -53.3 , 48.5 144-1 44.1 +40.2 40.2 137.6 -37.6 +34,8 34.8 j s U
under20.314" +53.3 -53.3 +30.7 -39.7 +39.1 -39,1 +36.7 -36.7 +33.4, -33.4 +30.3 -30.3 +28.0 -28.0 +25,B -25.8 q $
0
73" 29.3/4"lhru 3&516"' +55.0 -61,0 +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 o Z z
36.9/16"(Equal Lite) +55.0 .68.3 +55.0 56.3 +52.1 -62.1 +61.6 -51.5 +47.0 47.0 +42.7 42.7 +39.6 -39.6 +37.0 -37.0
over36-9116" +55.0 -67.8 +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 313/4" +53.3 -53.3 +30.7 39.7 +39.1 -30.1 +36.7 36.7 +33.4 -33.4 +30.3 30.3 +28.0 -28.0 +26.8 -25.8 \ ,`11IIIIII11 ((
78" 31.3/4"thm 39"a +56.0 -58.3 +48.0 48.0 +45.2 45.2 +41.2 41.2 +37.9 -37.9 +34.8 -34.8 +31.7 31.7 +29,6 -29.6
391116"(Equal Lite) +56.0 62.5 +50.8 -50.8 +46.3 4fi.3 +45.2' 45.2 +44.2 114.2 +40.3 40.3 +37.7 -37.7 +34.8 .34.8 NOTES \� jc J 4
1
'Tip io-tip dimensions for flange windows shown.For On windows or buck dimensions,subtract 1", AUSE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118'
ANNEALED GLASS(TYPE A)• � p
z -�: a us
a Overall sash height.For clear daylight height,subtract 3-9/16". 7 a:-¢
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
Size range Includes the standard Pro-View(3-over-2 configuration)for the giwn Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE.
For overall Bosh width,subtract 2-15116"from the buck dimension. F-4 , �`
TABLE 4: TABLE 2:
Pit REVISGD
Monolithic Glass Types ns a,m d j.A,vi,hthe Florid+
Maximum Design Pressure(lbsltt2)for Glass Type B-J, Fin&Flange Frame Doildi„gCode 22
Window Sash Heighl2 A 1/8"Annealed Acccpt"ncc Nut
Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered
19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" O 3116"Annealed BY
hliumi ode Product Cw,
23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3/16"Tempered
under 18-9/16" +55.D -90.0 +55.0 -90.0 +55,0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.011, -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 80.0 +55.0 •90.0 +55.0 -81,1 +55.0 -73.4 F 1/4"Tempered
over 18-9/16" +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -64.3 +55.0 -78.0 +55.0 -72.9
under 15-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -BB.5 +55.0 -81.8 +55.0 -75.0 +55.0 -88.5 TABLE 3:
15-7/8"thru 19-3/16"' +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 o
38-3/9' 10-114"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 p
G 1/B"Annealed,1/4"Airspace,118"Annealed �'O Z (V
over 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 58.5
H 3116"Annealed,3/70"Airspace,1/8"Annealed � � 0
under 19-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -60.2 +55.0 -73.2 +55.0 -66.3 +55.0 ,59.7 F-
I 118"Tempered,114"Airspace,118"Tempered � €
19-9116"thru 22-5/B"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 +55.0 d 3116"Tempered,3/16"Airspace,1/8"Tempered W W _I
45 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +65.0 -90.0 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 •63.0 0 (D 00
22-9118"(Equal Lite)
over 22-9118" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 Q Q Z LL
under 20-1/8" +55.0 -90.0 +55.0 -80.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 O
20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 $5.9 +55.0 -59.1 FIGURE A:SASH
49' CROSS SECTION O m O
24-9118"(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 -65.9 *55.0 -59.1 (WITH I.G.GLASS) Z Z W 0 �
over 24-9/16" +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 LO � Z Z
under 20-13/167 +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.D -87.3 +55.0 51.9 +65.0 -56.8
20-13116"thru 24-11118"3 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +65.0 -80.0 +55.0 -83,2 +55.0 -72.7 +55.0 •64.5 +55.0 -57.8 III 1 04 Z
505/8" -
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 57.8 111 �I o mo 11 = o
over 24-314" +65.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -78.1 +55.0 -74.0 +55.0 57.3 +55.0 •81.9 +55.0 -56.8 ill Ij Z W. LV
under 24-15118" +55.0 87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -82.3 +55.0 50.0 +55.0 58.5 +63.2 -53.2 +49.5 49.6 Ijl 11 }o J �
III II SASH •� V U
24-15/16"thru 30-5/8,0 +55.0 57.9 +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 III II HEIGHT f!) W Z_ '
61" +65.0 -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 Ili 1) & o N
30.9!18"(Equal Lite) III I
over 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 •65.5 +55.0 -57.5 +51.1 -51.1 SASH HEIGHT-&9116- III 11
under 255!4" +55.0 -83.0 +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 II ® N N
III IIN
25-314"thru 31_5/8"3 +55.0 -83.9 +55.0 -71.7 +55.0 59,4 +55.0 -88.4 +65.0 -69.4 +55.0 -64.5 +55.0 58.5 +50.2 -50.2 111 �1
63"
31-9116"(Equal Lite) +55.0 -83.9 +55.0 71.7 +55.0 59.4 +55.0 59.4 +55.0 -69.4 +55.0 -64.5 +55.0 56.5 +50.2 -50.2 1�1 _�F ^
over 31-8116" +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 •69.4 +55.0 59.4 +55.0 54.5 +55.01 58.5 +50.2 -50.2
under 29-3/4" +55.0 58.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 51.5 +50.0 50.0 +46.4 46.4
29-314"thru 36-5/8"3 +55.0 •88.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.6 51.5 +48.4 •48.4
LE v
73"
36-9116"(Equal Lite) +55.0 58.3 +55.0 -58.3 +52.1 -52,1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -46.4
over 36-9116" +65,0 SB.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 \\`vvvvlllla ��,
under 31-314" +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 45.0 �` ,..•• ••• ....�
78" 31-314"thru 39"' +55.0 62.5 +50.8 -50.8 +46.3 -08.3 +45.2 -05.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 +45.0 45.0 NOTES �,�,•' �_ •�� a
39-1/16"(Equal Lite) +55.0 52.5 +50.B SD.B +48.3 46.3 +45.2 -45.2 +45.0 45.0 +45.0 -45.0 +45.0 -45.0 +q5.0 X5.0 1)USETHIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
TYPES B-J.NOT APPLICABLE WITH 1/8-ANNEALED GLASS(TYPE A).
1 Trp-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1".
2 Oterall sash height.For clear daylight height,subtract 3-9118". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR=>', Z �w ��i i
3 Size range Includes the standard Pro-View(3-over--2 conflguration)for the given Window Height. HEIGHT DIMENSION SHOWN ON THE TABLE. .r'.
goy• .• ��; a
For overall sash width,subtract 2-15/16"from the buck dimension. 'i,'.Ny.• •••
�v
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEICMU
OPTIONAL ADDON EMBEDMENT PERANCHOR PER ANCHOR TYP.ANCHOR
INSTALLATION - FLANGE @ HEAD, 13 REQUIREMENT 3 REQUIREMENT . TYPE,
OPTION 1 BILL BJAMBS EMBEDMENTAND
CURVED HEADER __ ,,,,� 1/A'MAX 41 27 EDGE DISTANCE
SH{M PER SUBSTRATE,
INSTALLATION INTO WOOD - -- EDGE 72 61 ----- 10 SEE TALE S.
2X,SEE NOTE 2,THIS SHEET. "�-- ,�--- i DISTANCE _ THIS SHEET.
EMBEDMENT ��,'�� `• _ -
TYP.ANCHOR ,7EMBEDMENT
TYPE, -. 36
�1/4"MAX 114' EMBEDMENT EDGE
SHIM _ AND EDGE ------ _ - DISTANCE
3 TYP.ANCHOR TYPE, _ I SHIM DISTANCE PER t' '. - 24
_ ( SUBSTRATE. '• _..._
EMBEDMENT AND 11 SEE TABLE 6•
1,485' It EDGE DISTANCE II i THIS SHEET. - 32
11 PER SUBSTRATE, II 43 - 64 EXTERIOR INSTALLATION
36 SHEET. OPTION 1 SEE TABLE 5,THIS 1 INSTALLATION INSTALLATION OPTION 3
is
VISIBLE STRAIGHT HEADER OPTION 2
( VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
II
LIGHT SI INSTALLATION ONTO INSTALLATION -- BUCK WID7H THROUGH 1X BUCKSTRIP
HEIGHT 1I 61 _ _ INTO MASONRY.
I WOOD 2X.NO ANCHORS ANCHORS DIRECTLY -- TIP-TO-TIP WIDTH
ii 30 REQUIRED AT HEADER. INTO MASONRY.
h HORIZONTAL SECTION A-A
—� �--— 112B
t _ ,..1 I..,. 114'MAX.SHIM TABLE 5: EGRESS FORMULAS
a12 STEEL - I I (EQUAL-LITE}
SELF-DRILLING Anchor Anchor Substrate Distance
nc a Mln.
41 Group Ditdance Embedment WIDTH:TIP-TO-TIP WIDTH-2
TABLESMS(G5)SEE,'THIS HEIGHT:TIP-TO-TIP WIDTHl2-65116'
2.751* 8 I--(+s) TABLE 6,THIS A 1/4'410 SS CroteFlax Ungrouted CMU,(ASTM G00) 1-314' 1.1/4'
P.T,Soulhem Pine(SG=.65) 8116" 1-3/6^ VISIBLE LIGHT FORMULAS
BUCK EXTERIOR USE EITHER
HEIGHT LATCH(k 20)OR INSTALLATION t+i2 Steel SMS Aluminum,6063-T5 min. 3/8" 1/B"° yytDTH(SAS):TIP-T0�71P WIDTH-5.1!16"
BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/B' 0.0346(20 Ga)'
TIP-TO-TIP -32 (011).TESTED INSTALLATION [ B A36 Steel 3/6' 116^` WIDTH(FIXED):TIP-TO-TIP WIDTH-4`
HEIGHT Ii UNIT LOCATION: ANCHORS P.T.Southern Plae(SG=.55) f' 1-316" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/1 Gp2
I 6.518"FROM
35 I� I' VENT END, DIRECTLY 1/4"410 SS CreteFlex Concrete(min.3.35 ksq 1" 1°
-_-• I I Ungrouted CMU,(ASTM C-80) 1.3/4' 1-114'
VISIBLEII
LIGHT II Ii 7 3 P.T.Southern Plne{SG=.55 1° 1-316"
HEIGHT i� �i 34 RADE APPROVED MULLION, C 1/A'Steel Uluacon Concrete(min.Z,0 E) 1° 1-316"
11 11 ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-00) 2-112' 1-114"
STEEL STUD.SEE SUBSTFii I 11 PROPERTIES,TABLE 5TH!SN ET. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE,
NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.264' 31 — 20
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.10 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,
BUCKSTRIP, 2 1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD SUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS PRODUCT RUVISED
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 an complying with the Florida,
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. Building Cod.
11 t I I I 1// Acwplaoce No 15'O$ 2
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO Bn�, a
n Date �)
REFERRED TO AS DAYLIGHT OPENING)IS ���i ptYY�Y� d11 j�i� Rariud W. Dalrt: Rsvle(on:
MEASURED FROM BEADING TO BEADING. �'•�����;,•'IiCENS (�'t� ��r JJ 10/10/11 2014 UPDATE MPmduclCdAu0I d
1/4'MAXSHIM Q" F ,-•''P
Rnvfoed W. Dote: Rovr./on:
NO ANCHORS - 1/r r' No.50705 SC 05(20/15 TABLE 5
REQUIRED IN a CONCRETE PER -
FLANGE a. . ANCHOR - a3! Doncriptlon: Drawn By:
FRAME SILL REQUIREMENT ,-� IT T�3 FLANGE FRAME INSTALLATION DETAILS J ROSOWSKk
�..�t. ••, p 1070 TECHNOLOGY DRIVE 71tre: Date:
-%F�o ..,toRla?.•����� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
�Jr/tSf�r�1AItI'����� NOKOMIS;FL 1
529
VERTICAL SECTION B- 34274 1
P.E. Solna/Madel: Soalr. She.t: Drawing No. Rrv:
P,E.q 58785 CERT. OF RUTH. j129286 SH-240 NTS 4 OF 8 MD-SH2O0-01 B
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE
EDGE DISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT
AND DISTANCE1/4MAX SHIM -
TABLE 6,THIS
PER SUBSTRATESEE 1/4'MAXSHIM DISTANCE
EDGE DIST . TYP.ANCHOR TYPE,
HIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE
EMBEDMENT EMBEDMENT SEE TABLE S.THIS SHEET. SHEET
NOTE Z THIS
SEE NOTE 2.
INSTALLATION 'X WOOD,SEE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE,
OPTION 5 THIS SHEET HORIZONTAL SECTION C-C
CURVED HEADER EDGE
EDGE 2X WOOD.
INSTALLATION DISTANCE DISTANCE SEE NOTE 2,
ANCHOR(SCREW) -I— THIS SHEET 26
—
41 27
THROUGH THE FIN EDGE EDGE t 12 61 10
DISTANCE DISTANCE EMBEDMENT EMBEDMENT
6 1/4'MAX SHIMIJ F I/4'MAX SHIM L
TYP*ANCHOR TYPE,
EMBEOMENTAND
1A65" EDGE DISTANCE TYP.ANCHOR TYPE,
4 - - -----
PERSUBSTRATE, EMBEDMENT AND EDGE (24)� INSTALLATION
II SEE TABLE 6,THIS DISTANCE PER SUBSTRATE, --
SHEET. ii INSTALLATION OPTION 6
VISIBLE 36 INSTALLATION SEE TABLE 6.THIS SHEET, OPTION 5 64 INSTALLATION ANCHOR
LIGHT i OPTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
HEIGHT at 30 STRAIGHT HEADER ANCHOR(SCREM VISIBLE LIGHT WIDTH ]
INSTALLATION ANCHOR THROUGH THE FIN \5
II n29 (SCREW)THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS
(EQUAL-LITE)
MULLION SECTIONWIDTH:BUCK WIDTH-3'
HEIGHT.BUCK HEIGHT/2-5.13/16"
DADE APPROVED MULLION,MAYBE
EXTERIOR I INSTALLATION VERTICAL OR HORIZONTAL. VISIBLE LIGHT FORMULAS
1/4*SHIM.SEE SUBSTRATE
2.751" USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(N 29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1/16'
HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK WIDTH-3'
(0111).TESTED THROUGH THE FIN 1/4*MAKSHIM EXTERIOR 6 HEIGHT:(BUCK HEIGHT
36 UNIT LOCATION:
C)
FIN 114*MAX.
8-576'FROM FIN FROM WITH FIN
64 VENT END. 440 STEEL REMOVE.
VISIBLE I
SELF-DRILLING ---- TABLE 6:
1 1, SMS(G5)
LIGHT 11 AD Anchor Min.Edge Min.
HEIGHT 1, 34 Substrate
I 01slence Embedment
2-112"x.11a'Sox Nail P.T.Southern Pine(SG=.65) UZI 2-7/16"
I EXTERIOR 2-1/2'x.131"Common Nail P.T.Southern Pine(SG-.65) 9116, 2-7/16'
2-11Z'x.145!'Roofing Nail P.T.Southern Pine(SG=.55) 9116, 2-7116'
@) P.T.Southern Pine(SG-.55) 3/4" 1-318"
2.254" 3120 ALUMINUMtSTEEL FRAMING OR STEEL #10 Steel SMS Screw(G5) Aluminum,8063-T5 min. 31W 1/B"STUD.SEE SUBSTRATE PROPERTIES, Steel Stud,Gr.33 min, 319, 0.038
11 TABLE 6,THIS SHEET. PRODUCT PEVtSED
NOTES A36 Steel 3/8"1 11811, m complying with the FlMdA
i)USE ONLY SUBSTRATE I I*twv)MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Buddl"ItCoda
I 2x
1/4'MAX SHIM wccN0
APPROPRIATE ANCHORS LISTED Rnlaod W� Gore.. x Iratio"Date
LL
fON TABLE 6 OF THIS SHEET. ......
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE \,%CEN"
A . I JJ 10/10/11 NO lly-.�-Dad.1110dud U
EMBEDMENT AND EDGE GE DISTANCE LIMITS.ANY 1. 1 --- miu?-
ff.�lvod W- Data: RoW.Ibn:
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN No.58?o
SEE TABLE 0,THIS SHEET. MAY BE USED ON ANY SIDE OF THE '. = SIC 05/20/15 NO CHANGE
EDGE WINDOW. Z: jnT
D..orta
DISTANCE tion: Drown W..
INSTALLATION 2)2X WOOD FRAMING OR BUCK. -)3 z FIN FRAME INSTALLATION DETAILS J ROSOWSKI
0 rE�O F
11-11N'THICK OR GREATER, kt
INSTALLATION ANCHOR -'I Onlop'. 1070 TECHNOLOGY DRIVE Ilud: Date.
U�TidN 6 EMBEDMENT -\�" SINGLE HUNG WINDOW INSTALLATION 05/11/11
(NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,7HIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT N VENICE, Fl.34275
"ONAL P.O. BOX 1529
(ALSO REFERRED TO AS DAYLIGHT "\\
OPENING)IS MEASURED FROM "t I I I I I NOKOMIS; FL 34274 i;rIo9/j6fodaI: Scala: Shoe(: - Prokno No. Ray.
VERTICAL SECTION D-D GTO BEADING. A.LY I NN MILLER,P.E. CERT. OF Af�JZR2— SH-200 NTS 5 OF 8 MD-SH200-01 B
a O O., z o 3 En O
z •aT T zC O � � v � m
? 3 m
N o
x r3 o m
O
D m0, 3 3m �3a - N �. 'r ' � a $ �� sa � 's_- .m �- sa � ams_ � m � g " � m
m mm o zm nmm � o g s .a
ox oo �0 ioe2 � 2 tau m @+ ma2 p ��m2 m 'o$ Y9c �c DaT
m 2? O yD _c A m n = - r m m' C m m C'` m m �• N m a m C + pQL
m O O Nm m m _ "_ _ -• - - _
as O . _` T n n ., •• m
2'C �' $$S N m a m
O z o In >Z' Above MR a
D �IC z m o m a s g N N J"J" Be.MR �
o ~o •Do 3 f m 3 w N N -IW NiN N N Above MR a 1p
A m 2 9 =1 O 4+? ^' N N Below MR 9 m
m m O I Gb ..' n' m
O Z m ~N CQC [p C T N w N N N N N N N N N AEwe MR Q
o x Z fill F N w B
p9 Z n o c N N N N N Below MR n
= m 3 0 m x N w a N N N N Above MR 3
N N Below MR D
d m < n w N N N w N w w N N N w N N Abova MR W
o = N a
N o N N N N W N N w N N w N N N Bebw MR m�;
O Z
x p N w w N N N N N w N N N N N N Above MR a
� N N N N
N N W W N N N N N N Below MR
J
N N N N N N N N N N N N W N N N N N N N N N N N
w w N N w w + N w w N N Above MR 3
6 w W N N + + W N N V N N N W N N N Below MR D
= N w w w N W wlu W N N NIN w N Above MR 3
c m
N Below MR � �
m �
N Abeve MR 3 D
N N N N . N W N N N V N N N N Below MR a In
C
a N w N Above MR 3 m
m
N + w w w a w w N a D m
w N N W W N w N a W w u N a W N N W W N N w N N N Bel—MR
w w N N w w w N N w N Above MR 4o c
N N W N Below MRo,
W N N W N N Above MR m .3 T
N N m
N N N N N Bab.. C 47
5 m
+ w + a + N Above MR
N N w N a u w N + w N A N N w Belot/MR D
Jw w w a N w w w + w ov a w w N W N Above MR
a w N N u N + N N a W N N w N N W Below MR m
w N w WIw w N N I N N Above MR v
N N N . N N N 8e1ow MR n
w w + Above MR c)
W W a W W a a + a w w + m N W + N w + a N w W + N u W a N W a N
w W N a W w a w N Bebw MR >
"i a N W w a N N Above MR a
1 2 S
SmmD ODm>ZT
ZmDn�oco5� N N a W N a W w NV11—e
m w
�.Zym00mC mG) w W N w W N - N N W N m
mX 0 ADD fn�O� v
AOy�rz O� N
x a W w N W a + N ov NR O
E
N D
ov a + N w w N w w a N w NR
/ N w + N a W N N N v
R 3
w N W N N W .1 Below MR
N Above MR 3
w w N w N a W wN a w N a w N N Below MR
/ D D
a a N + W w N w N Above MRc
Below MR m of
w w W N w W N w a w W N w N N w Above MR
a
N w N Bekw MR
m <
D y
y+x mm
m x u O m
zmc
�z>
y O
O I m N
l D
N r yS
\\\ /Dv
Revised Dote:ed BRevision: Dram By., m r n 2 in t
LYNN. (li�/ JJ 10/10/11 NO CHANGE J ROSOWSKI sa o
` Qom. \yGENSF :�'p Revised W. Dote: Revision: Drum Data �•E wr'
SC 05/20/15 NO CHANGE 05/11/11 °
�'• No.58705 to� p oE F;
_ Desrnpbon. E s o-
ti =�= ANCHOR SPACING
STATE Of tL�� 1070 TECHNOLOGY DRNE We: [�
a N.VENICE. FL 34275
'•..,ORIOP•.•' ��; SINGLE HUNG WINDOW INSTALLATION
SS/p�tQ� NOKOMIS,Xi tasai7a d�
senors/toad: Smle: seeeb Dro.aq No. Ravg
' A?L^/NNIMeiE)2,PF. CERT. Of AlJR1. 129296 SH-200 NTS 6 OF 8 MD-SH2O0-01
P." 5870.5
PRODUCT REVISED
a complying%villi lite FloTlda
BuilJiug Code
6
A,'P
.....Not 06 2'Z
ANGLED/CURVED ANGLED/CURVED Bx'myon Date 1�
FRAME FRAME By
ASSEMBLY90"CORNER ASSEMBLY Mlailll ade rodeatCmE
90°CORNER ASSFRAME
FRAME (3} 9 BLY Y m
ASSEMBLY � 6 � ,M; �
r-
p Ln
•• o
3 p
21 I ! O 4 m Z N
J
NVINEEP
O CHP �� .y NO CH QD W O q(n
EACH END I EACH END `J \` W W LU c1
2 5 Z Z (n eD
U) LL
MITERED FRAME 50 51 FLANGEF RAME U V > O
60 51 SHOWN.FIN
WITH FRAME MITERED FRAME FRAME 61MILAR
WELDSAT WITHFRAME_, O 0 � O
SCREW BOSSES WELDS AT Z Z J
SCREW BOSSES m Z Y H-•
LU
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o m Z
FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. C', Q j o
� r OUJ Q' = 04
ai lZ J _
oof 0 m
o �Z
U
112'NOM. _ 112"NOM
GLASS STACK GLASS STACK ,l.I
_ 3I16'ANNEALEDOR 1!41AIRSPACE 3/16'AIRSPACE ® 2�c^y n m
118 ANNEALED OR
_ _ 114'ANNEALED OR 118"ANNEALED OR 3116'ANNEALED ORL n
TEMPERED GLASS r TEMPERED GLASS `i I' TEMPERED GLASS I TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS _ 118'ANNEALED OR epi
TEMPERED GLASS I TEMPERED GLASSCo—�
60 III 61 l j 62 B3 I I j 64
40 —II _l. 41 —IIII 42 IIII 43 iI II 43 k'�ioo 0-
3/8'
318'NOM, jl �^ 318'NOM. IIII 316'NOM. I 3/8'NOM. jl jl 318'NOM. I II a a
GLASS BITE _ II GLASS BITE IIII GLASS BRE III GLASS BITE II II GLASS BITE II II 36 $i x �j
36
36 - 36 36 33 32
,111111
7 7 T 7 ,7 1 ?ja_lIV/cJ'�,,
........ ....
1/8"GLAZING DETAIL 3/_16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2" I.G. GLAZING DETAIL = w r1p
GLASS TYPES A&B GLASS TYPES C d D GLASS TYPES E&F GLASS TYPES GSI GLASS TYPES H&J Y.:yJ/) L
d
o
/�/j111111111\1�
Item wGT# PGT Part# Description II 2.00a
g• 1
1 2703E 62703EW Flange Frame Head
2 27518 62751 BW Flange Frame SIII �— 2.000• .050• 962"
3 2781 62781W Flange Frame Jamb o6z 500• z3e
— -992• 1.125'
2.600• .050•
4 2713 62713BW Integral Fin Frame Head —�- z.000• 1
5 2714E 62714EW Integral Fin Frame Sill .050 II__ 1_
6 2782 62782W Integral Fin Frame Jamb B8i9 �_�-0 — S00 4 •062
7 2706 62706DW Sash Bottom Rail 062' 1 .062• J .869
.osr ,osr J-
8 2707 02707CW Sash Top Rail 500 .050, .062•
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r 050" 062 —►I�
10 2709 62709CW Sash Side Rail 1 6D63-T6 ALUMINUM I FLANGE
F
FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD
11 27408 742740AW Sash Bottom Lock 0 6063-T6 ALUMINUM 0 6063-76 ALUMINUM 4 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,Polyethelyne — 2.05°" -- 3225- T
22 1270 7PAD118 Open Cell Foam Pad 050• 1.125• .050• J 1 11.107
oso•
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC [�� r .092•
1.007' 1.898"
24 4066 64086G Wstp.,187 X.230 Fin Seal 2.000• ----- 1 .062•
25 2784 72784W Sash Side Rall Gasket,Polyethelyne 871 _.oso - 1 1,229• oso
26 1078 7121 UM Balance Takeout Clip 1.1zs" 97fi 50•
ADDON FLANGE
27 Varies per Size Balance 1 .062' 6063-76 ALUMINUM
28 2711 4280OW Sash Cam,Nylon 050 1
082-
.826• � .000'
29 1096 71006W Sweep Latch,Zinc 2.°56" .050• �—
INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
30 1016 7858WW #8X.825 Ph.FI.SMS Latch Screws 06063-T6 ALUMINUM 06063-TB ALUMINUM 7 6063•T6ALUMINUM 8 6063-T6 ALUMINUM
31 1267 71267N Selling Block 1/8"x 1/Z'x 1",EPDM
32 BDURAK316 Duraseal-3/16" - —1
33 6DURAK14 Duraseal-1/4"
34 Sash Bottom Lock Spring °fir sgs•
1
35 Screen Cloth,Fiberglass 1.662' 1.1er
36 Dow Coming 899 Silicone Glazing Sealant o9z — os0 874 _ J-826"
40 1625 61625B Glass Bead(1/8"Glass)
41 2719 62719B Glass Bead(3/16"Glass) ►� 1010• '926• f� .092" 1.157 --�
42 1 1263 1 612638 Glass Bead(1/4"Glass) O 1U FIXED MEETING MIL SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT REVISGD
43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6063-T6ALUMINUM 6063-T6 ALUMINUM 8063-T5 ALUMINUM as complying with the Florida
50 781PQA #8 X 1"QUAD Pn SMbuilding CodoS Acceptonca No 1 —d
51 781PSTX #8 X 1"S Pn Twin Fast SMS-410 S.S. t"NN 1 i t.plration Date- /jp IG
Q• \��� ���LYNN M/ //i/ Rav7eed By: Dale: Revlefon:
52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Zinc •1r�• ''�ENSF'I FP' 9y
��
�� 10/10/11 NO CHANGE Mianti aaeP.eaeelclnntrml
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) � : *i Revised By: Pole: Revision:
54 78X1PFTFUA #8 X1"Ph FI u/cut SMS _ No.58705 - SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel
60 1/8"Annealed or Tempered Glass =b n,I'< ® 1:30M n: Drawn ey:
•�- "�� � w= BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass '�� '• TE _�` 1070 TECHNOLOGY DRIVE Tule: Dole:
62 1/4"Annealed or Tempered Glass N.VENICE, FL 34275
//'cSS/ONAI-� � N K MISOFL134274 SINGLE HUNG WINDOW INSTALLATION 05/11/11
63 1/8'-1/4 Air-1/8"An.or Temp.I.G. /r, 1tt SeNee/Nodol: Scop: Sheet: Drawing No. Rev.
64 1/8"-3/16"Air-3/18"An.Or Temp.I.G. A.LYNN A(I(tER,P.E. CERT. OF AUTH. y29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B
P.E.f!SB705