HomeMy WebLinkAboutNotice of Acceptance File Copy
MIAMI-M
� MIAMI-DADE COUNTY
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.miamidadL ov/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(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 "SH-200"Aluminum Single Hung Window—N.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 C dated 04/22/16,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.
TERI�IILNATION of this NOA will occur after the expiration date or if there has been a revision or change
in the iaterials, 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 and.renews NOA# 15-0528.22 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.
MIAM1!4=r: NOA No. 16-0505.02
+�* l� Expiration Date: September 01.2021
Approval Date: June 16,2016
�, �� 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-SH2O0-01,titled"Single Hung Window Installation"sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16,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 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-5'
Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller., P.E. (.submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
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
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring
on 09/01/16.
Manuel P rez,P.E.
Product Contr Exa iner
NOA No. 6- 5.02
Exoiration Date: September 01.2021 .. ... _
Approval Date: June 16,2016
E-1
GENERAL NOTES:SERIES.200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HA£•BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLJDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
' 53-1/8""TIP-TO-TIP WIDTH
7-
2)SHUTTERS ARE REOUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8"BUCK WIDTH 52-1/8"BUCK WIDTH
49
NO ANCHORS _ _3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY _ .118" 49-118'
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT VISIBLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6.SHEET 4&5. FLANGE
FRAME HEAD F--.—B �� 3"MAX.
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S.SHEET 4.ALL WOOD BUCKS LESS THAN A
1-1/2"THICK ARE TO EE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED Q i
DIRECTLY TO SUBSTFATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112"THICK OR GREATER.1X AND ZX BUCKS 8"MAX.FROM I-- --I----- _ 35-112" ,
(WHEN USED)SHALL 3E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN �j. .T
CENTER OF VISIBLE ____��I_ 35-1/2"
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING j 21° LIGHT �— .f.t. .� VISIBLE
MAX.O.C. 78"
5)ANCHOR EMBEDMF NT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL - I j/ TIP-TO 6"MAX,O.C. I LIGHT
SUFFICIENT LENGTH 45 SPECIFIED ON TABLE 5 8 6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL j TIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHING 8"MAX.FROM - _ HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I A 77"
OF THESE INSTRUCTI)NS. I I BUCK 1 I C
I I HEIGHT 4 7T
6)SHIMS ARE REGUIF ED AT EACH ANCHOR L)CATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF I L"- L'J .--�rj L .J - BUCK
SUBSTRATE.USE SHI AS CAPABLE OF TRANS'-ERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING I I HEIGHT
SUFFICIENTLY ANCHCIRED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 23"
7)DESIGN PRESSURES: -_ — / MAX.O.C. j J
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND CLASS PER ASTM _ -
E1300.
B.POSITIVE DESIGN I DADS BASED ON WATE:t TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9° L.-.erg T_ L.-,—D
ANALYSIS AND GLAS::PER ASTM E1300. MAX, O ANCHORS REQUIRED• IN FLANGE FRAME SILL 3"MAX.
8)THE ANCHORAGE AIETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO 6"MAX.O.C.
THE REQUIRED DESIC!N PRESSURE.THE 331.3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP"FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT,THE .6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COM=INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) TESTED UNIT)
OF THE FLORIDA BUR DING CODE FOR CORROSION RESISTANCE- -
9)REFERENCES:TEST REPORTS FTL-6479:El CO ULTRACON NOA:ELCO CRETEFLEX NOA:ANSI/AF&PA NDS FOR
WOOD CONSTRUCTIC N AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW W 4S FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
4001 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING
--'-- - GENERAL NOTES........................1
VARIES, NOT RATED FOR ELEVATIONS................................1
SEE SHEETS 2&3 IMPACT RESISTANCE DESIGN PRESSURES............2&3
INSTALLATION,FLANGE.............4
`-`- - STANDARDS USED: INSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES 1ND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES.................6
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. •ASTM E1300.09 GLAZING DETAILS.......................7
•ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION
CORNER ASSEMBLY...................7
•ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8
F+- WIDTH -rl I-- WIDTH
•AISI-S100-07/S2-2010 PARTS LIST...................................8
FROU( hiU
inpi,it dm Florda
Building
Code
Acc<Plt' a lG"65 o�rip2
Rav;aad 9y: Dote: ReviNon: E<pirat' Dam ++r�o 1
ADDED IG SPACERS,
HEIGHT ! ---- HEIGHT ' 4 RECT
„'-"' BY
:
>! - evtaed Oote:/2 Hslon:E S Minm%Dude Product Cmtrtd-
J R Z/1 E CO D SASH HEIGHT
Re
Daearipti— Drawn fly:
5 2 1 GENERAL NOTES&ELEVATION J ROSOWSKI
F.OIIAI I.ITF. PMIEW ICRIEL ARCHTOPPROVIEW/ORIEL MMUSTOP EOIIAL UTE it,.��,. 1070 TECHNOLOGY DRIVE Title: Dote:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
NOKOMIS, FL 34274 5'erles/Model: Scole: Sheet: DrvwDlny No. Rev:
A.I-YNN MILER,P.E. CERT. OF AUTH. #29296 SH-200 NTS 1 OF S M -SH200-01 C
RE.#58705
TABLE 1:
TABLE 2:
Maximum 2 Design Pressure(Ibs/ft2)for Glass Type A, Fin&Flange Frame Monolithic Glass Types
Window Sash Height
t (see Figure A,this sheet) Maximum Window Width PRODUCT REVISED
A 1/8"Annealed as cumpryir.8 aa•itMthe Florida
Height BuildingC de 10-o r�s
B 1/8"Tempered A-ptirt.No 02 19-118" 26-1/2" 33" 37" 41" 45" 49" 53-1l8" Cxi
' Data
Z!
C 3/16"Annealed
23" 11-9/^6"(Equal Llle) r-55.0 .90.0
.0 +55.0 I -90.0 +55.0 -90.0 +55.0( -90.0 +55.0 I -90.0 +55.0 I -90.0 +55.0I -90.0 55.0 I90.0 D 3/16"Tempered nyunler 18-9/16" .0 +55.0, -90.0 +55.0 -75.2 +55.0, -65.5 +55.0, 57.3 +50.2, -56.2 +44.8, 44.8 +39.9, 39.9 Miad Prod-t
E 1/4"Annealed
37" 1&9/'6"(Equal Lite) 0 +55.0 -90.0 +55.0 84.2 +55.0' -74.5 +55.0' 56.5 +55.D' -61.0 +55.0 57.7 +55.0' 55.0 F 114"Tempered
ovar 18-9/16" 0 +55.0' -90.0 +55.0 -75.2 +55.0 -65.5 +55.0 57.3 +50.2 -50.2 +44.8 44.8under 15.718" 0 +55.01 -87.1 +55.0 1 -73.4 +55 -63.8 +55.01 56.8 +50.0 1 -50.0 +44.8 -44.6 +q0.0 40.0 Y U15-7/8"thru 19.3/16^3 .0 +55.0, _90.0 +55.0 -78.7 +T,5.0 -68. +55.0; 58.5 +51.1; -51.1 +45.9, -05.9 + -01.3 TABLE 3:
38 3/8"
19-111"(Equal Lite) +5_5.0 i -90.0 +55.0, .90.0 +55.0, -82.7 +55.0; .72.6 +55.0, -63.5 +55.0, 57.9 +54.2, 54.2 +51.5, 51.5 Insulated Glass Types O 0 0
aer19-114" +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 rn s
I G 1/8"Annealed,1!4"Airspace,1/6"Annealed 60 $ Z o
urnfer 19-9116" +55.0 I -81.5 +55.0 -72.3 +55.0 1 -61.3 +55.0 55.3 +50.5 I -50.5 +45.8 -45.8 +42,0 I -42.0 +38.7 138.7
H 3/16"Annealed,3116"Airspace,1/6"Annealed O
19-311 T'thru 22-1/2"3 +55.01 -90.0 +55.0 1 -87.9 +55.0( -74.0 +55.0 I -64.3 +55.0 156.9 +50.1 50.1 +44.81 44.6 +40.0 -00.0 -
45" I 1/8"Tempered,1/4"Airspace,1/8"Tempered Q ;
22-9/'6"(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.0 -78.8 +55.0, -68.1 +55.0, -58.5 +51.1, 51.1 +q6.0 46.0 +41.4, 41.4 3/16"Tempered,3/16"Airspace,1/8"Tempered
Dt er 22-9/16" '+SF.O' -81.5 +55.0' -12.3 +55.0' -61.3 +55.0 i 55.3 +50.5' -50.5 +45.8' 45.8 +42.01 42.0 +38.7' -38.7 ,air a Q
under 20-1/8" +55.0 -71.6 +55.0 1 -62.8 +55.01 -55.4 +50.3 -50.3 +45.9 1 45.9 +41.7 1 41.7 +38.9 1 -38.9 +36.2 1 36.2 Z
�
3 .00
20-1/£"thru 24-1/2 . 1 . + .0 -82.5 +55.01 -69.5 +55.0 -61.6 +55.0 55.4 +49.3 1 49.3 +44.6 -44.6 +40.01 40.0 Z 049„
245/'6"(Equal Lite) +55.0; -90.0 +55.0; -90.0 +55.0 -76.4 +55.0, 56.5 +55.01 -57.8 +50.4 150.4 +45.01 45.0 +40.1 40.1 FIGURE A:SASH £ _ a N
CROSS SECTION I � Q O in
otter 24-9/16" +55,0, -71.6 +55.0 -62.8 +55.0, -55.4 +50.3, -50.3 +45.9, -05.9 +41.7 41.7 +38.9, -38.9 +36.2, -36.2 (WITH MONOLITHIC - .o W p
uneer20-13116" +55.0' -67.8 +55.0 -59.9 +53.3' -53.3 +48.5' 43.5 +44.1' -44.1 +40.2 40.2 +37.6' -37.6 +34.8' -34.B GLASS) z x Z 1-
20 13/1 i"thru 25 5/16"3 +55.0 1 -89.6 +55.0 -80.3 +55.0 j •67.7 +55.0 1 .60.6 +54.2 I 54.2 +49.0 49.0 +44.2 44.2 +40.0 j 40.0 0
Z
505/8" I
25313"(Equal Lite) +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 •75.4 +55.0 1 -65.7 +55.0 1 57.4 +50.3 150.3 +44.9 1 44.9 +39.9 1 -39.9 II N W O
N W Z
over 253/8" +55.0, -67.8 +55.0, 59.9 +53.3, -53.3 +48.5 48.5 +q4.1, 44.1 +40.2, 40.2 +37.6, -37.6 +34.8, -34.B I c a o
under24-15l16" +55.0 -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 FII $ O Z �N
34-15/16"thru 30-1/2,3 +55.0 -75.0 +55.0 i -66.0 +55.0 1 -57.4 +51.9 1 -51.9 +47.4 47.4 +43.2 1 43.2 +39.9 1 .39.9 +37.3 1 -37.3 II CD --r 8=
LLI
61" VISIBLE LIGHT II SASH W a Z
30-9/6"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 56.6 +55.0 -59.7 +53.5 53.5 +46.71 -08.7 +43.9 143.9 +39.91 -39.9 HEIGHT jl HEIGHT _
over 30-9/16° +55.0.j 57.8 +55.0 -59.9 +53.3 -53.3 +48.5; - 8.5 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 1 -34.8 I rc ❑ F
SASH HEIGHT-3.9/16' II under 25-3/4" +5a.7, 54.7 +41.2 41.2 +q0.3, 40.3 +37.8, -37.8 +34.6, -34.6 +31.3, -31.3 +28.9 -28.9 +26.5, -26.5 ll
25-3/4"thru 31-1/2"3 +55.00 1 -72.0 +55.0 -63.2 +55.0' -55.7 +50.5' -50.5 +46.1 46.1 +41.9 41.9 +39.0 -39.0 +36.3' -36.3
63"
31-9/'6"(Equal Lite) +55.01 -83.9 +55.0 -71.7 +65.01 -64.6 +55.0 1 -58.2 +52.41 -52.4 +47.9 1 47.9 +43.3 43.3 +39,71 39,7
own 31-9/16" +5"1 57.6 +55.01 -59.9 +53.3 1 53.3 +46.51 48.5 +44.1 1 44.1 +40.2 1 40.2 +37.61 -37.6 +34.8 1 34.6
under 293/4" +53.3, -53.3 +39.7 I -39.7 +39.1, -39.1 +36.7, -36.7 +33.M1, 33.4 +30.3, -30.3 +28.0 -28.0 +25.8, -25.6 �j u m'tri a
d 3 +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 i -31.4 - o 0
29-3/."thru 36112" a x
73" -��-
36-9/'6"(Equal Lite) +5F•.01 58.3 +65.0 1 56.3 +52.1 1 .52.1 +51.5 1 51.5 +47.0 1 47.0 +421 1 42.7 +39.6 1 -39.6 +37.0 1 -37.0 o i � �
U
ofar36.9l16" +56.0I -67.8 +55.0) -56.3 +52.1I 52.1 +48.5I 48.5 +44,1I 44.1 +40,2I 40.2 +37.6I -37.6 +34.8I -34.8
ur der 31-314" +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 +25.8, -25.8
78" 31-F/4"thru 39"3 +55,0! -58.3 +46.0 48.0 +45.2, 45.2 r4 -01.2 +37.9, -37.9 +34.8, -34.8 +31.7, -31.7 +29.5 -29.5
39-1/',6"(Equal Lite) +55.0 -62.5 1+50.8' -50.8 +46.3 46.3 1-45.2 1 45.2 +44.2 44.2 +40.3 1 40.3 +37.7 -37.7 1+34.9' -34.9 NOTES
1 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8-
2 Overall sash height.For clear daylight height,subtract 3-9/16". ANNEALED GLASS(TYPE A).
3 Size range Includes the standard Pro-View(3-over-2 configuration)(or the ghCO Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
For overall sash width,subtract 2-15116"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNNIMILLER,P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.E.0 68705
TABLE 4:
TABLE 2:
Maximum Des'I n Pressure Ibslft2 for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types
Sash Heighl2 8 YP 9 M01YUCT,tEvlsgt)
Window A Annealed as "Plying wA44].flmi6
(see Rjure A,this sheet) Maximum Window Width' Bu;tding Code
Height B 1/8"Tempered ".aeptance No 1E-
3" t 5.o2
_ 191/8" 26.1/2" 3 37" 41" 45" 49" 53-1/9' C 3/16"Annealed nc am,Dnm ,_2�21
23" 11-9s16"(Equal Lite) +55.0 -90.0 +55.0 •90.o +55.01 90.0 +55.01 -90.0 +55.0 -90.0 +55.0! 90.0 +55.01 -90.0 +55.0 90.0
under 18
D 3/16"Tempered riu mi a1e rn d,.Mr C n v
35 9/1 6" +. .0, -90.0 +55.0 -90.0 +55.0, 90.0 +55.0 90.0 +55.0 90.0 +55.01 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed J
37" 189'16"(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 1/4"Tempered
liver 189/16" +55.0 90.0 +55.0 j 90.0 +55.0 -90.0 +55.0 -90.0 +55,0' 90.0 +55,0 �4.3 +55.0 1 -78.0 +55.0 -72.9
tllder157/8 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.01 -88.5 +55.0 -81.8 +55.01 -75.0 +55.0 -68.5 aQ
38318" thru 19-/16"3 +35.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -87.9 +55.0, -78.8 +55.0 -71.2 TABLE 3:
19-';14"(Equal Lite) +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 r 90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types Q Z o
fn " O o ner 19-1/4" +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0' -90.0 +55.0 -88.5 1+55.0 81.8 +55.0 -75.0 +55.0 -68.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed p Is Z p
under 19-9/16" +55.0 j -90.0 +55.01 90.0 +55.01 -90.0 +55.01 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 59.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed e O_ 2
_!6"thru 22-1/2"3 +55.01 .90.0 +55.0 90.0 +55.0 1 -90.0 +55.0 90.0 +55.0 -89.1 +55.0I -78.5 +55.0 -70.0 +55.0 53.0 I 1/8"Tempered,1/4"Airspace,1!6"Tempered a
45" - g 229.'16"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0, 90.0 +55.0 -90.0 +55.0 99-3 +55.0, -78.5 +55.0 -70.0 +55.0, -63.0 J 3/16"Tempered,3/16"Airspace,1/8"Tempered a w
over 22-9/16" +55.0 90.0 +55.0 90.0 +55.01 90.0 +55.0 36.5 +55.0 1 -80.2 +55.0 -73.2 1+55.01 -66.3 +55.0 59.7 N z Q
w� H 00
4:nder201/8" +55.0 90.0 +55.0 j 90.0 +55.0 f 86.0 +55.0' 51.8 +55.0 -75.7 +55.0 -69.2 +55.0 j 62.8 +55.0 57.7 rn W
20.1;.8"thru 24-1/2"3 +55.0 90.0 +55.0 190.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 S2 Z - O
FIGURE A:SASH EO= ..249,16"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 84.8 +55.0, -74.2 +55.0 65.9 +55.0 59.1 CROSS SECTION o0 DD O
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 -69.2 +55.0 .62.8 +55.0 57.7 (WITH I.G.GLASS) a W p
ur:der20-13/16" +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 Z 1-
20-13/16"thru 255/16"3 +55.0 90.0 +55.0 90.0 +55.0. 90.0 +55.0 1 -90.0 +55.0 I -83.2 +55.0 -72.7 +55.0 -64.5 +55.01 57.8 � Z
505/8" 1 z 25:•/8"(Equal Lite) +55.01 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0I 53.2 +55.0 -72.7 +55.0 54.5 +55.0I 57.8 iii N LLJ Z
over 25-T +55.0 90.0 +55.0, 90.0 +55.0 $3.5 +55.0, -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 51.9 +55.0, 56.8 j W D CD
or der 24-15/16" +55.0 87.9 +55.0 -75.6 +55.0 -65.7 +55.0 32.3 +55.0- -60.0 +55.0 56.5 +53.2 53.2 +49.6 49.6 iii 8 Z W N
34.15.16 thru 301/2"3 +35.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0' -74.1 +55.0 -74.1 +55.01 •65.5 +55.0 57.5 +51.1 51.1 jq i U J 2
61 309'16"(Equal Lite) +55.0 •87.9 +55.0 -75.8 +55.0 .74.1 +55.0 -74.1 +55.01 -74.1 +55.01 55.5 +55.0 157.5 +51.1 -51.1 VISIBLE LIGHT i!i SASH g g (n (.D w(n
I HEIGHT W e Z •G
HEIGHT �I;. 8 0
rwr 309/16" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55,0, -74.1 +55.0 -74.0 +55.0 55.5 +55.0, 57.5 +51.1 51.1 =
under 25314" +55.0 -83.9 +55.0- -71.7 +55.0 -62.0 +55.0 59.9 +55.0 i 57.8 +54.5 54.5 +51.3, 51.3 +48.3 �8-3 SASH HEIGHT-3-9116" j 2
e
2534"thru 31-112"3 +55.0 -83.9 +55.0' -71.7 +55.0' 69.4 +55.0 -69.4 +55.0 -69.4 +55.0' S4.5 +55.0 56.5 E+5
.2 50.2
31-9 16"(Equal Lite) +35,0 j -83.9 +55.0 -71.7 +55.0� 59.4 +55.0 j -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 1 --i .2 50.2
ever31.9/16" +55.0 -83.9 +55.01 71.7 +55.0, -69.4 1+55.0 -69.4 +55.0 -69.4 +55.0 -84.5 +55.0 56.5 +50.2 50.2 jlj; 10 X
o.-
t nder 293/4" +:35.0, 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 i m u m=
zoo
29.3,4"that 36-1/2"3 +55.0 -68.3 +55.0' 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 5 0
1.5 +46.4 -46.4 >n Y
73" no z z
369'16"(Equal Lite) +55.0 58.3 +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 i -46.4
over 369116" +55.0 .68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 1 51.5 +51.5 51.5 +51.5 51.5 +46.4 I -46.4
under 313/4" +55.0 52.5 +50.8 50.8 +46.3 -06.3 +45.2 -05.2 +45.0 45.0 +45.0 I �5.0 +45.0, 45.0 +45.0 �5.0
78" 31314"thm 39'3 +55.0 52.5 +50.8 50.8 +46.3 -46.3 + 2 -45- +45.0 -45.0 +45.0 45.0 +45.0 �5.0 +45.0 45.0
391'16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 46.3 +45.2' -05.2 +45.0 -05.0 +45.0 �5.0 +45.0 45.0 +45.0 45.0 NOTES
'Tip-to-lip dimensions for flange Wndows shown,For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS •'•
2 0,rall sash height.For clear daylight height,subtract 3-9/16". TYPES B-J.NOT APPLICABLE WITH 1/8"ANNEALED GLASS(TYPE A).
3 Size range IOCIUdei the standard Pf0-VIEW(3-01Cr-2 COnflg1121100)fDr the glen W(DdOW Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR
,For overall sash width,subtract 2-15116"from the buck dimension, HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN MILLER,P.E.
WINDOW HEIGHT-SAFH HEIGHT CANNOT EXCEED 53".
P.E.H 58705
INSTALLATION DETAILS FOR FLANGE FRAMES__ CONCRETE/CMU CONCRETE/CMU
OPTIONAL ADDON EMBEDMENT PERANCHOR PERANCHOR
INSTALLATION FLANGE.@HEAD, �13J REQUIREMENT REQUIREMENT TYP.ANCHOR
OPTION 1 SILL 8 JAMBS �- • '3 TYPE,
CURVED HEADER _ I ° 1/4"MAX t/-�/~ EMBEDMENT AND
INSTALLATION INTO WOOD _- EDGE ^I SHIM ,� 41 \2T \ EDGE DISTANCE
2X,SEE NOTE 2,THIS SHEET. �_- ��` i DISTANCE 12 61.y (10 % PER SUBSTRATE,
.._:�1 - l• ° / �� '� \` \- SEE TABLE 5,
- / THIS SHEET.
�_-- EMBEDMENT .
TYP.ANCHOR -1
-- y --- ..._1!4• TYPE. -f\38l / l Y/% (EMBEDMENT
�1!4"MAX EMBEDMENT ,I I /
SHIM MAX AND EDGE .. --_______ \ + EDGE
SHIM DISTANCE PER 24 DISTANCE
-/ TYP.ANCHOR TYPE, °
EMBEDMENT AND ( SUBSTRATE, _- __=_-_A ��
1.465' II EDGE DISTANCE I� -I ' , SEE TABLE 5, --- �_ 32-35
I PER SUBSTRATE, `✓ THIS SHEET.
SEE TABLE5,THIS ,-'j INSTALLATION "j{43) `-C4) EXTERIOR INSTALLATION
t SHEET. OPTION 1 INSTALLATION OPTION 3
VISIBLE II1. visleLE LIGHT WIDTH.IGHT �`-�\ STRAIGHT HEADER OPTION 2 INSTALLATION ANCHORS
I.E EIGHT ji -1 61J INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP
// WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
REQUIRED AT HEADER. INTO MASONRY.
j HORIZONTAL SECTION A-A
29
II 1/4"MAX.SHIM TABLE 5: EGRESS FORMULAS
�\ #12 STEEL "// A nchor (EQUAL-CITE)
SELF-DRILLING Anchor Substrate Min.F�ga Min.
\-� SMS(G5),SEE Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
2 751'�9 `(( /-J g�\ TABLE 5,THISHEET A 114"410 SS CreteFlex Un routed CMU ASTM C-90) 1-3/4" 1_1/4" HEIGHT:TIP-TO-TIP WIDTH/2-E5/16'
BUCK \ L� -___ P.T.Southern Pine(SG=.55) 9/16" 1-3/8"
HEIGHT EXTEFIOR I USE EITHER \ --- - VISIBLE LIGHT FORMULAS
LATCH #29 OR INSTALLATION 1t1 Steel SMS minum, 5 min. 1/^•
BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/8" 0,0346(20 Ga)• (EQUAL-CITE)
WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16'
TIP-TO-TIP 3� (#11).TESTED INSTALLATION r,-: B` A36 Steel 3/B" 1/8"' WIDTH(FIXED):TIP-TO-TIP WIDTH-a•
HEIGHT S Ij- UNIT LOCATION: ANCHORS HEIGHT: TIP-TO-TIP HEIGHT-7-111fi'P.T.Southern Pine(SG=.55) 1" 1-3l8" ( Y2
3 II II ^ 6-5/8'FROM DIRECTLY INTO 1/4'410 SS CreteFlex Concrete min.3.35 ksi 1" 1"64) VENT END. METAL. ( )
Ili l �,� -a \ Ungrouted CMU,(ASTM C-90) 1.3/4"
�VIISIELE I _ i l._J
LIGHT III II /-(�/,g� �3/ P.T.Southern Pine(SG=.55) 1" 1-3/8"
HEIGHT illl. jl / `3/ DADE APPROVED MULLION, C 1/4"Steel Ullracon Concmte(min.2.9 ksi) 1"
ALUMINUM,STEEL FRAMING OR EXTERIOR I I Ungrouted CMU,(ASTM 490) 2-1/2" 1-114"
r V h STEEL STUD.SEE SUBSTRATE
5 (ill II J 11 �-I. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
✓ PROPERTIES,TABLE 5,THIS SHEET. �J
v NOTES
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION
S SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.254' C
�_1 Znl
2X WOOD _\ 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
y�.ry ( 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS YxODUCTREVISED
BUCKSTRIP, II j/ \Z l (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE amplying��iN It.rkai:ls
SEE NUTE 2, (u ENGINEER OR ARCHITECT OF RECORD.
..THIS SHEET. Building Gw',e
� ..; naccplance ido 16-p �)
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO Revise �" Date:d L°xpimfion Date-
REFERRED TO AS DAYLIGHT OPENING)IS Revision; r,
MEASURED FROM BEADING TO BEADING. ,�' -./% JR BY�V
04/22/16 NO CHANGE blhun' )sarrrnd-t -114"
114"MAX SHIM , Revsed By. Data: Revralon:
L i.. \\�.��I• ,
NO ANCHORS
REQUIRED IN ° CONCRETE PER
FLANGE ,• < ANCHOR - _ p Descdpllen: Drawn By:
REQUIREMENT ;; .fit- FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRAME SILL
• ° .�,'>. `>'. vI'b ,'%I 1070 TECHNOLOGY DRIVE Title: Dore:
N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
i' ...• .��i, P.O. BOX 1529
VERTICAL SECTION B-B. r,;,. NOKOMIS: FL 34274 Serioe/Model: Seole: Sheet: Orew ny No Rer.
A.LYNN NIiLLER,P.E. CERT. OF At TH. M29296 SH-200 NTS 4OF8 MD-SH. 200-01 C
P.E.#68705
1
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 1/4"MAX SHIM - _ EDGE
EDGE DISTANCE PER SUBSTRATE,SEE 1/4"MAX SHIM TYP.ANCHOR TYPE, 11 I DISTANCE
.. TABLE 6,THIS SHEET / EMBEDMENT AND EDGE 1 2X WOOD,SEE
INSTALLATION 2X WOOD.3EE NOTE 2,THIS SHEET 2X WOOD,
I _I�—'-- EMBEDMENT i EMBEDMENT -� SEE NOTE 2, DI SEE TABLE 6,SUBSTRATE,
SSSHEET. I I SHEET NOTE 2.THIS
OPTION 5 _ THIS SHEET
CURVED HEADER E)GE — 2X WOOD, HORIZONTAL SECTION C-C (�6
INSTALLATION —. EDGE _ —
DIS�-ANCE '~� � DISTANCE i� � __ SEE NOTE 2, � -
ANCHOR IS
-- ( ;, � ` �"J� THIS SHEET I Zg( _ (41—�\ 27
THROUGH THE FIN EDGE -`� EDGEzz I /-{1 C611� (10
DISTANCE _ _ _ ; DISTANCE I I / \ \` A. EMBEDMENT
.. -.....
T EMBEDMENT
—�� 1/4"MAX SHIM J I 1
TYP.ANCHOR TYPE, MAX SHIMI-
EMBEDMENTAND
1.465" EDGE DISTANCE I d) u TYP.ANCHOR TYPE,
I PER SUBSTRATE, II ���--- EMBEDMENT AND EDGE—/ — —— 124 / I INSTALLATION
1 II 36 SEE TABLE 6,THIS II DISTANCE PER SUBSTRATE, INSTALLATION —_ ------_\ Ill�(�'} OPTION I I SHEET. II SEE TABLE 6,THIS SHEET. f�
vlslBLE 3`, INSTALLATION OPTION 5 C3 `�� INSTALLATION ANCHOR
LIGHT OPTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
HEIGF:T II 61 /—(o STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
T: INSTALLATION ANCHOR THROUGH THE FIN
�j 29 (SCREW)THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS
(EQUAL-LITE)
MULLION SECTION WIDTH:BUCK VJIDTIDTH2
HEIGHT:BUCK HTJTl2.5-13116"
DADE APPROVED MULLION,MAY BE
EXTERIOR INSTALLATION VERTICAL OR HORIZONTAL.MAX. VISIBLE LIGHT FORMULAS
1/4"SHIM.SEE SUBSTRATE 2.751" �1 USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. ,_ (EQUAL-CITE)
BUCK LATCH(#29)OR INSTALLATION
(� WIDTH(SASH):BUCK WIDTH-4-1116-
HEIGH7 — BOTTOM LOCK ANCHOR(SCREW) 1/4"MAX.SHIM ^g�/ ( ):BUCK WIDTH-3"
1 --�n 335) (#11).TESTED THROUGH THE FIN � WIDTH FIXED
EXTERIOR �' HEIGHT:(BUCK HEIGHT-6.1116")!2
-\ UNIT LOCATION: r
37� 6.5/8"FROM f� WITH FIN U
II 641 VENT END. #10 STEEL _ REMOVED
II ��i SELF-DRILLING—� °- -- =-- TABLE 8:
VISIBLE 11 I __�1 SMS(GS)
LIGHT ,II II ��l.J Min.Edge Min.
� HEIGHT 'll II 36 Anchor Substrate— III II Distance Embedment
2-112"x.113"Box Nail P.T.Southem Pine(SG=.55) 1/2" 2-7/16"
EXTERIOR C6/ 2-1/2"x.131"Common Nall P.T.Southem Pine(SG=.55) 9/16" 2-7/16"2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9/16" 2-7116"
P.T.Southern Pine(SG=.55) 314" 1-3/8"
2 254" ��� ALUMINUM/STEEL FRAMING OR STEEL Aluminum,6063-T5 min. 3/8" 1/8"
31 2� STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(135) Steel Stud,Gr.33 min. 318" 0.036
—,'5 TABLE 6,THIS SHEET. PRODUCT REVISED
l v NOTES A36 Steel 3/8" 1/8" ,
s wmplyin8 wish the Florida
MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0uililing C<dc r_-0505.OZ i/4'MAX SHIM 1)USE ONLY SUBSTRATE :,I;;;r A-0Plsnce No r�DZI
APPROPRIATE ANCHORS LISTED C--�'ration Dste
(',%DI?j Revised By: Date: Revision: P'
_ ON TABLE 6 OF THIS SHEET. ir;�, �
TYP.ANCHOF TYPE, FOLLOW EMBEDMENT AND EDGE o�o'; .J R py
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY ``�-'•�� 04/22/16 NO CHANGE
Revised B: Dofe: htimn Uodc Product Gomel
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN ,� Y Revision:
MAY BE USED ON ANY SIDE OF THE
SEE TABLE 6,THIS SHEET, f C_>
EDGE WINDOW. //�� -
r DISTANCE ® Deseription: Orvwn By:
INSTALLATION _ 2)2X WOOD FRAMING 0RBUCK, S7 FIN FRAME INSTALLATION DETAILS J ROSOWSKI
OPTIONIi EMBEDMENT` ► 1-112"THICK OR GREATER. ;tE'• r'-
1070 TECHNOLOGY DRIVE Title: Dote:
INSTALLATION ANCHOR 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH 0R HEIGHT (�.:: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(NAIL)THROUGH"HE FIN (ALSO REFERRED TO AS DAYLIGHT "`r.• 1;_=.'•,• P.O. BOX 1529
OPENING)IS MEASURED FROM NOKOMIS; FL 34274 seme/Mmse vemu anon onrrnv/vo, teen
VERTICAL SECTION D-D BEADING TO BEADING. A.LYP.E.058705,P.E. CERT. OF AUTH. #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01 C
P.E.#587U5
a 0. Zc z A y 09 4 =5 m
m x0 O mm m a3 m
m A A x m O Q
ti �m Z ern m
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m 0 3 rR
m m a m y _ _
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0-
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m O m r m
a :O w =r T 5 n n
zC O5 x G
O O o m z z
z m
Z -,v D D m Z a' �_S_..N Belw.•h1R D
m z _ m vl
Above MR
00 m T a o Oy 3 E m o N N u u u N N .
m m O CxJ ? _1_n _ 1, •�ly nA RPkw<PAR' v
A Z o' m o- f) v T Above MR .m
O K Z
c -i O N Bebv MR o
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A 5 1 N m o' 3 _ _ _ —_ w N N_ Below MR >
m
m < > > __ Above MR O N
z Ej 0 — v
w v SO
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x m . N N Above MR M u
m o-
N N N N N N N N N N N N N Below MR a
A
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a w N £
N N w N N N Belau MR D
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w v v w w N N a w w N a w w w a w w N a w w N a w u N w W N N w N N =
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/ Abwe MR a
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Bebv MR a
FT
immDD=Dz _ _ _ Above MR a
m z =o m O O z x' —_ _ Belau MR m w
ommpz Ap m C) O
m A v D p O r,\ Above M R B
p 0-al rn Z 1 v Below MR v
m x
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w w a w w w v w a a N W a a v W W a N w W a N W w a N W a u B
BeIoHMR D
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/ __ _ N w __ N N _ __ _ N Below MR 'm
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Revised l', Dafe: Revision: Ormrn 8y: y D W R-e
JR 04/22/16 CORRECTED SASH A
HEIGHT RANGES J ROSOWSKIv :'�i n:O
.7,
�; � Revised By: Date: Revision: Drown Dote: �'���=,j
05/11/11 AsT
m z.. .i' a - ® Deseriy6on: <
s.` ANCHOR SPACING c
Np:=•.;.':_', d� 1070 TECHNOLOGY DRIVE Title:
N.V FL SINGLE HUNG WINDOW INSTALLATION 2 'N
P.O..O. BOX
OX 1529 29 �DJ
NOKOMIS. FL 34274 Serfe/Model. Scale: Sheet Drvwing hb. Rer.
CERT. OF AUM. #29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 C ,
ANGLED/CURVED ( ANGLED/CURVED
FRAME °' auonucntsvlssD
FRAME ac complying
90°CORNER ASSEMBLY a•th tlx FIm da
ASSEMBLY A Building"c
(� 90°CORNER r FRAME
FRAME
r �/ a ASSEMBLY ter' By
(�, Minmi Dnd<Product C
ASSEMBLY'le
NO CHEP IkN .4 ``sty/ • \� I 1"WEEP \\\��t-• ., j/ 6
@ \\ NOTCH .!�� `� „9' i O O
EACH END - v EACH END ,�� ��� O
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W
MITER D F 50 5 i
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WITH FRAME V)
WELDS AT / / \ N:ITERED FRAME a Q) I— CO
SCREW BOSSES F-i WITH FRAME FLANGE FRAME h
j WELDSAT SHOWN,FIN
A j SCREW BOSSES FRAME SIMILAR 6 (D z O
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL '_' 06
— -
._..__. o O
112"NOM. 1/2"NOM.
GLASS STACK GLASS STACK z c m Z_ �
1/8"ANNEALED OR _ _ 3i'16°ANNEALED OR 1/4"AIRSPACE 3/16"AIRSPACE CO � § Z
1/4"ANNEALED OR 1/8"ANNEALED OR 3116"ANNEALED OR r LJ
TEMPERED GLASS ' r TEMPERED GLASS TEMPERED GLASS �I TEMPERED GLASS 1/8"ANNEALED OR TEMPERED GLASS 1/8°ANNEALED OR N U) (7
TEMPERED GLASS ► U)
I I _ I� TEMPERED GLASS N Q Z
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GLASS SITE GLASS BITE lil GLASS SITE 11.1 z GLASS BITE 111 II J GLASS BITE (r�
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1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL_ 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL =�m�
GLASS TAPES A&B GLASS TYPES C&D GLASS TYPES E&F -GLASS TYPES G&I GLASS TYPES H&J L." 0 0 0
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ALUMINUM o 2i
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
SILICONE
1/4"NON. STRUCTURAL BUTYLENE „ 5116"NOM. I1 '
\ o ,/
STRUCTURAL � `� FOAM ^3/16"NOM, \ 5/16"NOM.-� SEAL .,.•� { l.Y•A:ry
POLYISOBUTYLEN-J -- • BUTYL& SILICONE SEAL `
WITH DESICCANT v WITH DESICCANT \� / ROLL-FORMED
- DESICCANT FOAM \`C STAINLESS STEEL
rr' C7o
EXT.GLASS- EXT.GLASS-/X EXT.GLASS
EXT.GLASS
INT.GLASS• !� `—INT.GLASS �% `INT.GLASS 7/'` -. •tor,?I°.
INT.GLASS b.,., .. ...•'..
(3z)KODISPACE 4SG TPS (33j SUPER SPACER NXT 34)DURASEAL SPACER (v5)XL EDGE_ SPACER A'YNAMILi.ER,P.E.
P.E.Y.58705
Item PGT PGT Part# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head z.000^ -
2 27518 627518W Flange Frame Sill f-- 2.000" �j�� T
3 2781 62781 W Flange Frame Jamb z3e^ - 050" .962"
.062' .500" 062" 1.125"
4 2713 '62713BW Integral Fin Frame Head � 2soo•
5 2714E 62714EW Integral Fin Frame Sill z.000° 1 oso"
6 2782 62782W Integral Fin Frame Jamb a69" I 500^ Ti osz^
7 2706 62706DW Sash Bottom Rail I�? 1 � , - 062
8 2707 .62707CW Sash Top Rail osz" �-I211�- - •°02' 050 -)----1I
.500' L .062•LI 1
9 2739 62739W Fixed Meeting Rail .050^ .osz^� I�
10 2709 62709CW Sash Side Rail C7)FLANGE FRAME HEAD .050" .062" --1
6063-T6 ALUMINUM 2.056"
11 2740B 742740AW Sash Bottom Lock 2 FLANGE FRAME SILL �`FLANGE FRAME JAMB r4\INTEGRAL FIN FRAME HEAD
12 2785 62785W Sash Stop -�- O 6063-T6 ALUMINUM /6063-T6 ALUMINUM \_/6063-T5 ALUMINUM
13 134 66615 Addon.Flange
20 1226 61226DW Vinyl E.ulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne
22 1270 7PAD118 Open Cell Foam Pad 2.056" 3225" -�� .976'
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC 050" 1.125 O50" -� l I» 1-187- -
24 4066 64066G Wstp.,187 X.230 Fin Seal _ - -__ .o62" -'- 050^
25 2784 72784W Sash Side Rail Gasket,Polyethelyne I 1.so7" 1.asa"
2.000" .062• T
26 1078 7121UM Balance Take-out Clip � .oso"--{ - - 1
975• - 1.229" .050" �
27 Varies per Size Balance o50" T os2^
F 1.125' 975. J 13 ADDON FLANGE
28 2711 4260OW Sash Cam,Nylon 062 6063-T6 ALUMINUM
29 1096 71096W Sweep Latch,Zinc oso" T --{ 062•
30 1016 7858WW #8 X.625 Ph.Ft.SMS Latch Screws 2.056" -►I .926" .800, I-
.050° -
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM �\INTEGRAL FIN FRAME SILL �`,INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL �,SASH TOP RAIL
32 See Kommerling 4SG TPS Spacer System J 6063-T6 ALUMINUM v 6063•T6 ALUMINUM 6063-T6 ALUMINUM �`f 6063-T6 ALUMINUM
33 Sheet Qllanex Super Spacer nXT with Hot Melt Butyl -�{I�- .062"
34 7 for Quanex Duraseal
35 Materials Cardinal XL Edge Spacer .062"
36 Sash Bottom Lock Spring a65 -T
1.582" 1.187"
37 Screen Cloth,Fiberglass .osz° - � , .050"
38 Dow Coming 899 Silicone Glazing Sealant L I a7a^
40 1625 61625B Glass Bead(1/8"Glass) - -.1 926" �- 1 157"
41 2719 62719B Glass Bead(3/16"Glass) --, 1.010, os2
FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP
42 1263 61283B Glass Bead(114"Glass) g1 (1°l t1 �12 i l:<;DurrrtravlseD
i 6063-T6 ALUMINUM ,_J 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM :.omptying..iih 0x Fhnnla
43 1253 6VT46B Glass Bead(I.G.) -uildineCode
A.epmnce Nn IG-DBo�p
50 781PQA #8 X 1'QUAD Pn SMS `x i atpn Dfe 22
51 781 PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. Revl,ed By, Dote: ReN,ran: f
52 1184 781LHPOA #8-15 x 1 LH Twinfast Screw Zinc " M;
'. :< .�,�^� JR 04/22/16 ADDED IG SPACERS Mim Dndr ProdiM1t
53 1186 781LHPQX #8-15 c 1 LH Twinfast Screw Z1nc(S.S.) R-1-d ey: Dote: Re•l,lon:
54 78X1 PFTFUA #8 X 1"Ph FI u/cut SMS - ..
55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel
Da,crrptiom Drc By.,
60 1/8"Annealed or Tempered Glass R®
_ BOM&PART DETAILS J OSOWSKI
61 3/16"Annealed or Tempered Glass s,,,I' ,, l
' 1070 TECHNOLOGY DRIVE Title: Date:
62 1/4"Annealed or Tempered Glass N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
83 1/8"-1/4"Air-1/8"An.or Temp.I.G. P.O. eox t52s
NOKOMIS: FL 34274 Serre,/Model: Scale: Sheet: Dmwinq No. Rev:
64 1/8"-3/16"Air-3/16"An.Or Temp.I.G. A.LVNN'MILLER,P.E. CERT. OF AUTH. /�29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 C
P.E.#58705