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Product Aooroval Menu>Product or Application Search>Application List>Application Detail
p P FL# FL239-R24
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by'DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
I
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtind ustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
I
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
i
i
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of.Product Standards
Certified By
i
Product Approval Method Method 1 Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FSC Approval
Date Approved 09/08/2016
Summary of Produ cts
FL# Model, Number or Name Description
239.1 SH-200(Non-impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/01/2021
Design Pressure: N/A Installation Instructions
Other.,Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH-SOO(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.12b.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 01/08/2019
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.05.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH- 700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 03/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.O1.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes OS/03/2022
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II '16-0714.01.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type, size,and spacing information. Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use. Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/03/2022
Design Pressure:,N/A' Installation Instructions
`Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02odf
(NOA)for product performance information,anchorage Verified By: Miami Dade BCCO CER
details,and anchor type, size,and spacing information. Created by Independent Third Party: i
Evaluation Reports
Created by Independent Third Party: _ _J
239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window
M IAM IDDADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RERj 111805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.00v/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)ATindow 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.,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 and renews NOA# 15-0528.22 and consists of this page 1 and er idence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0505.0
MIAMbDADE COUNTY Expiration Date: September 01,202.I
,.
/ Approval Date: June 16,2016
Page .;.
lFile C0V '
0 •
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 ATOA No. 11-0614 01)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under previous 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-51h 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.L, approved on 08/06/15 and-expiring
on 09101116.
Mannel P I ez,;P.E,
Product Contr . Exa iner
NOA No. G- 5.02
Expiration Date: September 01,2021
Approval Date: June 16,2016
E-1 _
GENERAL NOTES:SERIES 260 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
53-1/8-TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
52-118"BUCK WIDTH 52-1/8"BUCK WIDTH
-
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 40,7/8" 49-118"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT VISIBLE LIGHT
MASONRY UNi IS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5&6.SHEET 4&5. FLANGE 9"MAX.
FRAME HEAD 'B 3"MAX• I--•� E•-'-^D
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD BUCKS LESS THAN A
A-112'.THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1T I C
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1X AND 2X BUCKS 8"MAX.FROM L- --=-----J 35.1/2"
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN / T VISIBLE _____ _ 1
CENTERNG 1 L._ _. ✓J.-. VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE.ENGINEER OR ARCHITECT OF RECORD, I I P7" LIGHT J— � ':Y � I
MEETING VISIBLE
RAIL MA��X.O.C--+L- 79" '7}— I LIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE / A 77"
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6.SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL TIP i
FOUR CORNERS 5)ANCHOR OF THE FRAME.MENT TO EN INSTALLATION ANCHORS SHOULD IAL SHALL BE 13EYOND ABE SEALED.OVERALL DRESSING OR LL SEAL NG/FLASH NG CCO.USE ANCHORS OF HEIGHT 6"MAX.O.C. -
-- I BUCK j--I. C
OF THESE INSTRUCTIONS..
8"MAX.FROM - HEIGHT 7T
L BUCK L._. I._.`6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF ......111 I I
SUBSTRATE.:;SE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING HEIGHT_
SUFFICIENTLY ANCHORED TO RESiST.LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I 23" >�
1 C O. . 1
7)DESIGN PRESSURES: MAX. E f
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' L.-.-rB NO ANCHORS REQUIRED -�D
ANALYSIS ANC GLASS PER ASTNi E 13CO. MAX. IN FLANGE FRAME SILL 3"MAX. J
6'MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT (TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NON,ELCO CRETEFLEX NOA;ANSIIAF&PA NOS 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). - •- 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
_ ---URA7l N __ _-_____ STANDARDS USED: -__ .INSTALLATION,INTEGRAL FIN...5 _
WINDOY:.SHAPES AND SASH CONFIGURATIONSAS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE - - - -- - - - "
SHAPE IIJ A BLOCK AND OBTAINING •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES.................6
DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. •ASTM E1300-09 GLAZING DETAILS.......................7
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7
_ -ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8
I
WIDTH -� �+-.WIDTH •AISI-S1OO-071S2-2010 PARTS LIST...................................8
PRODUCT REVISED
� as complying with 0u FlD do
f jl�/ �/—
t �/ I7 Lifdi�I a.//. � Revised By; Dale: Revision: �Myp
iraC IDala �2)
'::r JR ADDED IG SPACERS,
— HEIGHT -.1,I_!';:>F ``iI�
i I — 04/22/16 ORRECTED SASH HEIGHTS Vyn'Dude 7raducl Contrd
Revised By: Dole: Revision:
LLJ
� - 'tfO.y'r. -:� ::
31 Description: Drown By:
21
I - f`�, 'S� b : t,,.. GENERAL NOTES&ELEVATION J ROSOWSKI
aTE OF .
EOIIAI 1.11E PROVIEWIORIEL ARCHTOP FROVIEW I ORIEL RADIUSTOP EQUAL LRE 1070 TECHNOLOGY DRIVE
7lt/e: Dote:
I .�......�•' -ti;;'\,' N.P.O. BOX, FL aaz7s SINGLE HUNG WINDOW INSTALLATION 05/11/11
` - - P.O. B529
�'I 1 NOKOMIS, FL 34274
Serks/Model: Scale: Sheef: Orowing No. Rev:
F'
A.LYNN MILLER P.E.
lu_-yp`V-'__-•4 '_^�__T___ P.E.N58705 CERT, OF AUTH. y�29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 C
rTABLE 1: - TABLE 2:
Maximum Design Pressure(lbs/ft2)for Glass Type A, Fin&Flange Frame Monolithic Glass Types
Window Sash Height' �RODUCTREVISED
Height' is ee Figure.A,this oh Maximum Window Width' A tl6"Annealed ,comldying wim nm r'kaidn
duildin¢G+d<
B 118"Tempered A-PIZ-No 1� 1505 02
19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-118" C 3/1fi"Annealed r."pir"d DM.
23" 11'3115"(Equal Lite +55.0 I -90.0 +55.0 I -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 I -90.0 +55.0 1 -90.0 +55.0 I -90.0 +55.0 -90.0 ry v l�F
D 3l16"Tempered M.." ;r,,Ilc prndur C ii," )
under 18-9/16" +55.0 -50.0 +55.0, -90.0 +55.0, -75.2 +55.0, .65.5 +55.0, -57.3 +50.2, -50.2 +44.8, -44.8 +39.9 39.9 l/
E 114"Annealed r
37" 10-9/16"(Equal Lite) +55.0; -90.0 +55.0 --90.0 +55.0' -84.2 +55.0' -74.5 +55.0' -66.5 +55.0' -61.0 +55.0' S7.7 +55.0 55.0 F 1/4"Tempered
over 18-9/16" +55.0' -90.0 +55.0 -90.0 +55.0 -75.2 +55.0' -65.5 +55.0 57.3 +50.2 -50.2 +44.8 -44.8 +39.9 39.9
under15-718" +55.01 -90.0 +55.0( -87.1 +55.0 -73.4 +55.0 -63.8 +55.01 -56.8 +50.01 -50.0 +44.81 44.8 +40.0 -40.0 Y �U
j z"
38-3/6" 1&7!8"thru 19.3116"3 +55.0 1 -90.0 +55.0, -90.0 +55.0� -78.7 +55.0 1 -68.0 +55.0 -58.5 +51.1 1 -51.1 +45.9; -d5.9 +41.3, -41.3 TABLE 3: ' _
19-114"(Equal Lite) P+5
-90.0 +55.0 -90.0 +55.D, -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 rn o
oVQr19-1/4" -90.0 +55.0 -87.1 +55.D' -73.4 +55.0' -63,8 +55.0' -56.6 +50.0' -50.0 +44.8' -04.8 +40.0' 1i0.0 - O o
G 1!8"Annealed,1/4"Airspace,1/6"Annealed O $ Z N under 19-9/16° -81.5 +55.0 -72.3 +550) 51.3 +55.0 55.3 +50.5 -50.5 +45.8 45.8 +42.0 1 -42.0 +38.7 -38.7 H 3/16"Annealed,3116"Airspace,118"Annealed O _19-9116"lhru 22-1/2"J •90.0 +55.01 -87.9 +55.0I -74.0 +55.0 -64.3 +55.0 I -56.9 +SD.1 50.1 +q4.8 144.8 +40.0 14D.0 0 o Z(n45" 1 118"Tempered,1/4"Airspace,1/8"Tempered22 6116"(Equal Lire) -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 +q1.4 41.4 = Q ';
J 3/16"Tempered,3/16"Airspace,1!8"Tempered <y e
over22-9/16" +55.01 51.5 +55.01 -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 0 Q
under 29-1/8" +55.0 -71.6 ?55.0 52.8 +55.0 -55.4 +50.3 -50.3 +45.9 -05.9 +41.7 -01.7 +38.9 i -38.9 +36.2 a6.2
w� 1- 00
O Z LL
20-118"lhru 24-112^ +55.0 I -90.0 +55.0( 82.5 +55.0 I -69.5 +55.0 I G1.6 +55.0 I -55.4 +49.3 1 49.3 +44.6 144.6 +q0.0 -0D.0 Z --O
49 FIGURE A:SASH „o 24-9/16"(Equal Lite) 1+5�°u, -90.0 +55.0, -90.0 +55,0, -76.4 +55.0 -66.5 +55.0 -57:8 +50.4, .50.4 +45.0! 45.0 +40.1 1 40.1 CROSS SECTION `0 p Q O
over 24-9116" +55.0! -71.6 +55.0 -62.8 +55.0, -55.4 +50.3 -50.3 +45.9 -45 9 +41.71, 41.7 +38.9, -38.9 +30.2 -36.2 (WITH MONOLITHIC '5" .s W
under 20-13116" +55.0 -67.8 +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 _34.8 GLASS) I e e Z ,.F-
O
50-5/8" 20-13116"lhru 25-5!16"a +55.0' -89.6 +55.0 -80.3 +55.0 1 -67.7 +55.0 1 -60.6 +54.21 -54.2 +49.0 i -09.0 +44.2 j 44.2 +40.0 j 4D.0 [n > �,
25-318"(Equal Lite) +55.0 I -90.0 +55.0 I -90.0 +55.0 1 -75.4 +55.0 I -65.7 +55.0 I -57.4 +50.3 I 50.3 +44.9 1 44.9 +39.9 I -39.9 II N U
�I N Z
over 25-3/B" +55.0 I -67.8 +55.0, 59.9 +53.3, -53.3 +48.5 48.5 +44.1, -44.1 +40.2, -0D.2 +37.6 I -37.6 +34.8, -34.8 II o � O
under24-15/16" +55.0 -55.0 +q3.8' 43.8 +41.g 41.9 +39.1 -39.1 +36.0 -36.0 +32.6' -32.6 +30.0' -30.0 +27.6' -27.6 Ii o O o Z Ll _O
.34-15/16"lhtu 30-112"' ,+55.0 -75.0 .+55.0 -66.0 +55.01 -57.4 +51.9' -51.9 +47.4 1 47.4 +43.2 1 43.2 +39.9 j .39.9 +37.3 1 -37.3 Ij o U J $_
61" VISIBLE LIGHT II SASH $ elf $ k W Z \
30-F+/16"(Equal Lite) +55.0 157.9 +55.0( -75.8 +55.0 I -66.6 +55.0 I -59.7 +53.5 -53.5 +48.7 I -08.7 +43.9 143.9 +39.9 I -39.9 HEIGHT jl HEIGHT i
5.0 +34.8! -34.8Deer 30-9/1 . . . . . . . . . . .
under 25-3/4" +54.7, 54.7 +41.2 41.2 +40.3 -00.3 +37.8 -37.8 +34.6, -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 SASH HEIGHT-3-9/16" II
I I w
63" 25-3/4"thru 3f-1/2g3 +55.0 -72.0 +55.0 53.2 +55.0' 55.7 +50.5' -50.5 +46.1 46.1 +41.9 41.9 +39.0' -39.0 +36.3' -36.3
31-9/16"(Equal Lit
e) +55.0 j 53.9 +55.0( -71.7 +55.0 1 -64.8 +55.0 -58.2 +52.4 1 -52.4 +47.9 47.9 +43.3 43.3 +39.7( -39.7
mn
Deer 31-911"o" +55:0 I -67.8 +55.0 I -59.9 +53.3 1 -53.3 +48.5 48.5 +44.1 1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 134.8
0
under 29-3/4" +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 II = mbi a
29 •61.0 52.0 52.0 +q8.2' -08.2 +440 I aO x. . . . .73 . . . .
I 36-9116"(Equal Lite) +55.0 1 -68.3 +55.0 -56.3 +52.1 1 -52.1 +51.5 1 -51.5 +47.01 47.0 +42.7 i 42.7 +39.6 1 -39.6 +37.0 1 -37.0 uZ o z z w
U
oeer36-9/16" +55.01 -67.8 +55.0 -56.3 +52.11 52.1 +48,5 48.5 +44.1 44.1 +40,21 40.2 +37.61737.6 +34.8 -34.0 i
under 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" 31-3/4"lhru 39"3 +55.0 -50.3 +48.0 -08.0 +45.2, 45.2 +41.2 41.2 +37.9, -37.9 +34.8, -34.8 +31.7
39-1116"(Equal Lite) +55.0 1 -62.5 +50.8' -5D.8 +46.3 1 46.3 +45.2 45.2 +44.2 44.2 +q0.3 -00.3 +37.7 -37.7 +3q,g 1 -34.9 NOTES _
1 Tip-to-tip dimensions for fiange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH i/B- -
2Overall sash height.For clear daylight height,subtract 3-9/16". ANNEALED GLASS(TYPE A). - p -
3 Size range Includes the standard Pro-View(3-over-2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH ���" L/For overall sash width,subtract 2-15/16"Bom the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. ''1
1 WINDOW HE13HT-SASH HEIGHT CAN NOT EXCEED 53"-. A.LVNNIMILLER.P.E.
P.E.H 58705
TABLE°4:"-• TABLE 2:
2 Monolithic Glass Types
Maximum x Design Pressure(Ibs/R)for Glass Type B-J, Fin&Flange Frame rlanr0Crg vith0L.
Windoyq.�,. Sash.Heigh t.•:: :.. A 1/8"Annealed ldmgmuvI ius,,:mwrF!-riin
,•� � � � - � Budding Code
Height +''(see Figure A:this sheet) Maximum Window Width' -cvwnc�No 16t
B 118"Tempered
^,Pirwiv,Data /l0
2" 3 3 4 45 49 53 8'1/ 1/ 3" 7" 1" "
C 3/16 Annealed
-, 23 11-9116",(Equal Lite). +5510 -90.0 +M.0 90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 1 .90.0 +55. 90.0
D 3/16"Tempered :aian,i�adc rrodA C nI Or
under I89/16 ""+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 78.0 +55.0 .72.9 E 114"Annealed
37"• 189/16";(Equal Lite), 455.0 :4Q0 +55;0' 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -81.1 +55.0 .73.4 F 114"Tempered
01AF 189m'! -+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{ -78.0 +55.0{ -72.9 >U
under 15-719' +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.01 -88.5 +55.0 -81.8 +55.0 1 .75.0 +55.0 .68.5 a
15-7/8"lhlu 193/16" ( TABLE 3:
s +55.0 -90.0 +55,01 -90-0 +55-0 90,0 +55.0 90.0 +55.0 -90.0 +55.0 87.9 +55.0 -76.8 +55.0 71.2
383J8" 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 57.9 +55.0 •78.8 +55.0 -71.2 Insulated Glass Types O o o
over 19-1/4" +55.0 90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55,0 -88.5 +55.0 51.8 +55.0 -75.0 +55.0 •68.5 G 118"Annealed,1/4"Airspace,1/8"Annealed O 8 Z oN
under 19-91%, +55.0 -90.0 +55.0 90.0 +55.01 90.0 +55.0 -86.5 +55,0 -80.2 +55.0 -73.2 +55.0 66.3 +55.0 59.7 H 3116"Annealed,3116"Airspace,1/8"Annealed 2 o O x°
+55.0 90,0 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55,0 •89.1 +55.0 78.5 +55.0 70,0 +55.01 -83,0 1 1/8"Tempered,1/4"Airspace,118"Tem Tempered F-
19-9/18"thru 22-1/2"' PeP Q •£p
d5" 229116"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55,0 -89.3 +55.0, -78.5 +55.0 -70.0 +55.0, -63.0 J 3/16"Tempered,3/16"Airspace,1/8"Tempered <w o
owi-22-9116" +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 w
of
under20-1/9' -+55,0 90.0 +55.0 -90.0 +55.01 -86.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.01 -62.8 +55.0 57.7 LL
z O
20-1/8"thru 24-1/2"s +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 u g r 1
49" FIGURE A:SASH eH e
24-9/16"(Equal Lite) +55.0 90.0 +55.0{ 90.0 +55.0 90.0 +55.0 90.0 +55,0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 CROSS SECTION - e [!7 O
over 24-9/16" - +55.0 90.0 +55.0 90.0 +55.0 56.0 +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 0 U)
under 20-13116" +55.0 -90.0 +55.0 90.0 +55.0 -83.5 +55.0 -79.1 +55,0' -74.0 +5&0 57.3 +55.0 .61.9 +55.0 56.8 � : � �Z
20-13/16"thru 255116"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -727 +55.0 .64.5 +55.0 -57.8 (�
505/6 25318"(Equal Lite) +55.01 -90.0 +85.0 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 lit N a
over253/8" +55.0 90.0 +55.0 90.0 +55.0 $3.5 +55.0 -79A +55.0 -74.0 +55.0 57.3 +55.0 61.9 +55.0 56.8 it !i o 0 o d = p
under24-15116" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -62.3 +55.0' -60.0 +55.0 -5 .5 +53.2 53.2 +49.6 .49.6 II Z LLl 'N
34-15116'thru 30 1/2"3 +55.0 87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0{ -74.1 +55.0' -65.5 +55.0 1 57.5 +51.1 -51.1 I1 I C U)
fit" SASH $ n
3D9/16"(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.01 -74,1 +55.0 -74.1 +55.0 -65.5 +55.0 57.5 +51.1 51.1 VISIBLE LIGHT ji j HEIGHT S W %Z
HEIGHT
awr309116" +55,0 �7.9 +55.0,{ -75.8 +55.0 74.1 +55.01 74.1 +55.0 .74.0 +55.0 -65.5 +55.0 57.5 + 1.1 51.1 =
SASH HEIGHT-3-9/16"
under 253l4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +55.0, 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 -48.3
253/4"thru 31-1/2"3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55,0 -69.4 +55.0 -64.5 +55.0 56.5; +50.2 50.2.
�a
63" 319I16"'(Equal Lite) +55.0 -83.9 +55.0 -713 +55.0 j -69.4 +55.0 -69.4 +5&0 -69.4 +55.0 -64.5 +55.0 56.5 +50.2 50.2 i � o
aver 31-9/16" +55.0 83.9 +55.0 -71.7 +55.0{ 69.4 +55.01 59.4 +55.0 69.4 +55.0 -64.5 +55.0 156.5 +50.2 50.2 i z W m v q
under293/4" +55.0, -68.3 +55.0 56.3 +52.1= 52.1 +61.5 51.5 +51.5 51,5 +51.5 51.5 +50.0 50.0 +46.4 -46.4 i1
293/4"thru 36-1/2'd +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 51.5 +46.4 -46.4 oZ aZ �
73
Z"116"(Equal Lite) +55.0 58.3 +55.0 56.3 +52.1 -62.1 +51.5 51.5 +51,5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -45.4
_ ___-over.369/-16"-_ +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--+46A -46:4 ---- - - - - -
under 313/4" +55.0 -62.5 +50.8 50.8 +46.3 -46.3 +45.2 -45.2 +q5.0 115.0 +45.0 A5.0 +45.0, -45.0 +45.0 -45.0
78" 31.314"thru 39"3 +55.0 -62.5 +60.8 50.8 +46.3 -46.3 +45.2 -45.2 +45,0 �35.0 +45.0 A5.0 +45.0 r A5.0 +45.0 •45.0
�39-1116"(Equal Lite) +55.0 •62.5 +50.8 50.8 +46.3 �6,3 +45.2 -45.2 +45,0 d5.0 +45.0 45.0' +45.0 A5.0 +45.01 A5.0 NOTES %r
Tip-to-tip ai 1eas;ons fur flange windows shoran.For fin windows or buck dimensions,subtract V. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
TYPES B-J.NOT APPLICABLE WITH 118'ANNEALED GLASS(TYPE A).
O,erail sas'n,,haighl.For clear daylight height,subtract 3-9/16".
a Size ange includes the standard Pro-View(3-0,er--2 configumtIon)far the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR I;;:('�•
For o,eall sa3h width,subtract 2-15115"frem the buck dimension, HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN MILLER,P.E.
1 i W'IrtUO'•^/HE'CHT-SASH HEIGHT CAN NOT EXCEED 53'. P.E.N 58705
SL --_
1
INSTAL LAT`. III DETAILS_FOR FLANGE FRAMES CONCRETE/CMU CONCRETEICMU
OPTIONAL ADDON EMBEDMENT --- PER ANCHOR PER ANCHOR
j i_N_STAI.L'k'-r!'-i� - - FLANGE @HEAD. 13 �� REQUIREMENT _ REQUIREMENT ° TMPEANCHOR
f +`:�a'�(!.•I' SILL&JAMBS _ 3 L
I _� \ EMBEDMENT AND
,CC•WE6��r:AOF.2' -- -------- T— - .�� 1l4'MAX 41
( \ (27 \\ If EDGE DISTANCE
I' IN V+IOV'iViO }COD -��_ EDGE SHIM 61t-� �10 \ ( PER SUBSTRATE,
DISTANCE 12 ('�./,'� �' ' SEE TABLE 5,
I)2t:,SL tt 71 TAS 1fSeT \ —_ / THIS SHEET.
EMBEDMENT
^ t.l TYP.ANCHOR �, F�-gIIII!� ///_ °•
\J L -
--� I 38 / 1 )� \� (EMBEDMENT TYPE,
114•MAX 1 i14� EMBEDMENT J EDGE
r ` SHIM �- MAX AND EDGE DISTANCE
TYP.ANCHOR TYPE, �, SHIM DISTANCE PER y•• ----__ (24 I ^•
EMBEDMENTAND II SUBSTRATE, `, / — ____-_-__ �(�) / (`
-I`:.65' Ili J EDGE DISTANCE I� 1 SEE TABLE 5, `' �--32-31 �J
Ili \ PER SUBSTRATE, II THIS SHEET. 43 ----
INSTALLATION EXTERIOR I INSTALLATION
.�__- j \ \ SEE TABLE 5,THIS I _ �� _
it 36 SHEET. OPTION 1 INSTALLATION r y OPTION 3
VISIBLE i STRAIGHT HEADER OPTION 2 --- VISIBLE LIGHT WIDTH \' INSTALLATION ANCHORS
LIGHT INSTALLATION ONTO
INSTALLATION DUCK WIDTH THROUGH 1X BUCKSTRIP
! HEIGHT I'I `-�6�) WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
l II 30 REQUIRED AT HEADER. INTO MASONRY.
HORIZONTAL SECTION A-A
I- 1/4'MAX.SHIM TABLES: EGRESS FORMULAS
L' #12s7EEL - Anchor Min.Edge Min. (EQUAL-LITE)
'r• SELF-DRILLING Group Anchor SubStrale
! \� SMS(GS),SEE-� P Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4"
TABLE 5,THIS \ A, 114"410 SS CreleFlex Ungrouled CMU,(ASTM C-90) 1-314" 1.1/q^ HEIGHT:TIP-TO-TIP\MOTH/2.6•5116"
2.751" \J SHEET
BUCK ° _,� P.T.Soulhem Pine(SG=.55) 9116"
EXTERIOR USE EITHER \ VISIBLE LIGHT FORMULAS
HEIGHT - INSTALLATION #12 Steel SMS �Aluminum,6063-T5 min. 318" 1/8"
LATCH(#29)OR (EQUAL LITE)
BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/8" 0.0346(20 Ga)' �- --"---
32-35 (#11).TESTED WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16'
TIP-TO-TIP INSTALLATION B A36 Steel 3/8" 1/8"' WIDTH(FIXED):TIP-TO-TIP WIDTH-4"
HEIGHT I Ij UNIT LOCATION; ANCHORS HEIGHT: HEIGHT-7-1/1fi"12
37 !j II 6-5/8"FROM P.T.Soulhem Pine(SG=.55) 1" 1-3/8" )
DIRECTLY INTO
64 VENT END. METAL. il4"410 SS CreleFlex Concrete(min.3.35 ksi)
II - Ungmuted CMU,(ASTM C-90) 1-314" 1-1/4"
VISIBLE II I
S LIGHT ll II. - i v 3 P.T.Soulhem Pine(SG=.55) 1" 1-3I8"
4.HEIGHT I� j� 36 DADE APPROVED MULLION, C 1/4"Steel Ul(racon Conerele(min.2.9 ksi) 1"
C II ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"'
II I! STEEL STUD.SEE SUBSTRATE
l! 11 •k91MIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
�-� l (/ PROPERTIES,TABLE 5,THIS SHEET.
NOTES
I USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
I I' SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2'sa-, `'31 20
2X WOOD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
i BUCKSTRIP; r 71_ / 12II 1X WOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED
I SEE NOTE 2+ I (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying++ids ltn Ft�seda
!. 2`� ENGINEER OR ARCHITECT OF RECORD.
• !� I' ! TH!E'SHeET. I building C,c•Je
7 1 n• A-ranee t+n IG.ID
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO a Pi:Ikm DZI.'-:n, )
REFERRED TO AS DAYLIGHT OPENING IS .+• ':. Revised By: Dote: Revieio
MEASURED FROM BEADING TO BEADING. �=..:,C1`:;... ..... �: JR 04/22/16 NO CHANGE �7
( ...... ._._I � � ,\\ - : ?Liam ndc rm'dircl on
( 1/4'MAX SHIM t FII; ,e •,
Revised By: Dole: Revision:
qtil
NO ANCHOR,
REQUIRED IN ! CONCRETE PER tl}..,, -.1 _
F LP,NGE G' ANCHOR = y'�•2� - DeseriPtion: Drawn By:
FRAME SILL { REQUIREMENT -•,-;r- FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
S J ig
`. 1' !h 1070 TECHNOLOGY DRIVE' Title:
_ __ • a •° Date:
N. VENP.O. 13, 1 29 SINGLE HUNG WINDOW INSTALLATION '5/11/11
,I .� _.,_•.`{ :i:i':?•...C; P.O. BOX 1529
VERTICAL SECTION B-B seriee/Medet: seete: sneer: Dre�rn9 Ne. Re+•:
i/ +,•: NOKOMIS, FL 34274
�I. �. • .__.______ A.LYP.E.a 59705•PE CERT. OF Al1TH. #29296 SH-ZOO NTS 4 OF 8 MD-SH2O0-01 C
l
INST�LA,TION DETAILS FOR FIN FRAMES EDGE
. EDGE DISTANCE EDGE DISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND 114"MAX SHIM —�� EDGE
EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE {.-- 114"MAX SHIM DISTANCE
- - TABLE 6,THIS SHEET I TYP.ANCHOR TYPE,
_ EMBEDMENT AND EDGE_ 2X WOOD,SEE
INSTALLATION 2X WOOD,SEE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE. \ I NOTE 2,THIS
yy \ EMBEDMENT - SEE NOTE 2, SEE TABLE 6,THIS SHEET. \ i I SHEET
,OPTION S., 1 EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C �
CURVED HEADER I "DOE EDGE 2X WOOD,
DISTANCE DISTANCE v '•
INSTALLATION SEE NOTE 2, 6
ANCHOR(SCREW) THIS SHEET 26)
THROUGH THE FIN 'EDGE f1 1`
(DISTANCE - ' DISTANCE 1 / ,12 61 \ (1✓ \ I I l EMBEDMENT
EMBEDMENT
r-
} J 1/4"h1AX SHIM 1/4"MAX SHIM J�1(' L
6 , TYP:ANCHOR TYPE, 1
EMBEDMENTAND V 36
1.465" EDGE DISTANCE 'I \--(q 1 TYP.ANCHOR TYPE,
I I, PER SUBSTRATE, I� `-J EMBEDMENT AND EDGE_� ,- — —--= 1 24 INSTALLATION
Ij 1 36 SEE TABLE 6,THIS �I DISTANCE PER SUBSTRATE, INSTALLATION \ - OPTION 6
�I \ SHEET.. I INSTALLATION SEE TABLE 6,THIS SHEET. OPTIONS �{]� ,\�6q.
VISIBLE 36 `� J 32-35 - INSTALLATION ANCHOR
1 LIGHT II �- OPTION E INSTALLATION 43 EXTERIOR ' (NAIL)THROUGH THE FIN
HEIGHT �I 61 .---I 30) STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
- I � �• THROUGH THE FIN
II INSTALLATION ANCHOR
T it 29 (SCREW)THROUGH THE FIN BUCKWIDTH EGRESS FORMULAS
• (EQUAL-CITE)
\ MULLION SECTION 41 WIDTH:BUCK WIDTH-3"
/ ---_— HEIGHT:BUCK HEIGHT12.5-13115"
DADE APPROVED MULLION,MAY BE
EXTERIOR B INSTALLATION VERTICAL OR HORIZONTAL.MAX. ( -
ti �� 114"SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.751' USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. I (EQUAL-LITE)
BUCK LATCH(#29)OR INSTALLATION IWIDTH(SASH):BUCK WIDTH-4-1/16- _
HEIGHT BOTTOM LOCK ANCHOR(SCREW) 1!4^MAX.SHIM / WIDTH(FIXED):BUCK WIDTH-3"
Y _ 32-35 (#11).TESTED THROUGH THE FIN, EXTERIOR 66 HEIGHT:(BUCK HEIGHT-6-1/16")12
37--5 III UNIT LOCATION:
6-516"FROM v WITH FIN
it 64 VENT END. #10 STEEL __ REMOVED
I VISIBLE )I SELF-DRILLING --" TABLE 6:
I SMS(GS)
LIGHT, II 7 Min.Edge Min.
I - Anchor Substrate
HEIGHT II I -,36 Distance Embedment
2-1/2"x.113"Box Nail P.T.Southern Pine(SG=,55) 112" 2-7116"
_ EXTERIOR'- - - - G._.-- ---- - 2-1/2"x.131"Common Nail-- -P.T:Southern Pine"(SG=:55)- 9116"
-. - - - - -- -- - - -
-- _ _- _ - _ '
i 43
/ 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9/16" 2-7116"
. l�� P.T.Southern (SG=.55) W4" 1-318"
2..254" ' ^ ALUMINUM/STEEL FRAMING OR STEEL Aluminum,6063-T5 min. 318" 1/8" ✓
STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5)
1 TABLE 6.THIS SHEET. Steel Stud,Gr.33 min. 3/8" 0.036 PRODUCT RFVISGD
NOTES A36 Steel 3181, 118" os c, rplying with the Florid.
in
MIMIMUM OF 3 THREADS-BEYONDTHE.METAL-SUBSTRATE 0uilding Cede
1/4'MAX SHIM APPR-ONLY-SUBSTRATE =I- I-r- - n•upeencc Fla
- 16-oSe5-02-
-�- APPROPRIATE ANCHORS LISTED
Ir-- ON TABLE 6 OF THIS SHEET. le;f Revsee Ry Dote: Revision: L`-spir.e orn Dub 2D21
TYP.ANCHOR T'i PE. FOLLOW EMBEDMENT AND EDGE �� `i JR O4/22/16 NO CHANGE
EMBEDMENT P.:1D EDG=_ EDGE DISTANCE LIMITS.ANY Mi r.Osde Produce Contra'
DISTANCE PER SUBSTRATE.'\ DISTANCE INSTALLATION OPTION SHOWN - Revised By: Dote: Revision: '.
SEE TABLE i,'THIS:SHEET: - MAY BE USED ON ANY SIDE OF THE i;�• %r''�
Ji--�� EDGE WINDOW. �
INSTALL!FICN DISTANCE �•• ® Description: Drown By.,
2)2X WOOD FRAMING 0R BUCK, it •, S'Z � ; FIN FRAME INSTALLATION DETAILS J ROSOWSKI
OPTION 6 - EMBEDMENT 1-112"THICK OR GREATER. ;i E r l:,;
'NS FALLMION ANCHOR - � 1070 TECHNOLOGY DRIVE Title:
I Nth 2X WOOD,SEE NOTE 2.THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT -1`e'��l''• ' -' N. VENICE, FL 34275 Oct.:
( ' -)-H,R000,I7HEFIId ?','(,:, P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(ALSO REFERRED U AS DAYLIGHT (;l„ - 'NOKOMIS: FL 34274
VERTICAL
T. OPENING)O MEASURED FROM A LYNt✓ ILL ER,P.P. Series/Model: Scolo: Sheet: Drawing No. Rev:
7_�R,ICAL SECTION D-D BEADING TO BEADING. P,E.958705 CERT. OF Al1TH. #29296 SH-2O0 NTS• 5 OF 8 MD-SH2O0-01 C
r nt 3 p im iO' t F ° >Il 14' S1 4..
iNll =3 II I
R. -°'1 I.i t 1
c
F 1 U 4 4
F! m alb' ��
n511 �r{
1•r -..j Y is S v. I...� .I.'•�`� _ A m — 4 C GI L n.I a - 4 e .' CI°! -� 9
Im�
kSae
!I O GU MR��
m r L NI n + N N�N N` :A1, v MR W
e �� N
O !' _I L Q ';' o e w N w ri N o
z• m " Q O u j s N, Beiaw MR' m m
V m C �] V m N I N u N n• I r.r N N N N N ] N N N AbCVH NR a
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U' -1 I • N N N W N N N W N N N Above"MR
N N N' u a
m
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< Z ' W N N w N N N W N Al: W N
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z
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W N N N N N N N N Abw MR Q
m
N N N N N N BalOx MR
L N AbweMR a°
n N a W N _ Below MR a
u N N w N W u N^ Above MR 3 n
m
s N N N N N W N u W W w N N w N N Below MR v p
—_ N Above MR 3
N N N N W N N N W N N N B;_MR
u u W N Above MR w m
w W N N Below MR > A
a
N W_u_ Above MR 3 c
W N N N Belau MR m y p
Above MR 3 - m
/ u N =
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BN.-.MRl 9 n
N Belov MR N D
\ w A N — Above MR v
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Revised By: Oat.: Reviei.. Ormrn —
,;i CORRECTED SASH
. JR 04/22/16 HEIGHT RANGER J ROSOWSKI �1 g°
R.W..d By. D&v R.Wl;n: Orevn Oat.:
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ANCHOR SPACING is ��
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1• CERT. OF A #29296 SH-200 NTS 6 OF 8 MD-SH -01 C
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ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL o< _ °o 0
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GLASS STACK I GLASS STACK M Z
o Z i
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1/8'ANNEALED OR 3/16'ANNEALED OR 114"ANNEALED OR �7 .1/8"ANNEALED OR 3/1&"ANNEALED OR I
TEMPERED GLASS TEMPERED GLASS I TEMPERED GLASS I TEMPERED GLASS — V8'ANNEALED OR TEMPERED GLASS � ;�_ 118'ANNEALED OR N O Z •:a
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II 1111 IIII I 1 GLASS 81TE -
GLASS BITE'" GLASS BITE I I GLASS SITE I GLASS BITE I J 36 r 38� -s 2 0 Z
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32.35 r 32-35
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n.ASS TYPESAliB GLASS TYPES BD GLASS TYPES E BF GLASS TYPES G 81 GLASS TYPES SJ raY o
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- - - ALUMINUM �
,—HOT=MELT BUTYL___ REINFORCEMENT _gpLYISO- —DESICCANT_FILL AREA --- --- I I i -
• —SILICONE — _ — —- -
-- - - - - STRUCTURAL • BUTYLENE ,� ' �•
SILICONE 5116"NOM.7 - SEAL 5l16"NOM. .\,. 1,j y(�,�.1'
''SYRU�TUWIL,• .� 114"NOM. - FOAM—� �3116"NOM. i SILICONE SEAL -:`�"•� ' '
POLYISOEJ�AEN� _ WITH BUTYL& .i%I CI'`-'�•' j!' "`
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EXT.GLASS S;L
INT.GLASS' INT.GLASS —INT,GLASS \—INT.GLASS _ $�;., '"•--•-''.•:>L,;`'
K°JCKPACE 4SG TPS.. . SUPER"SPACERO NXT TM 3e DURASEAL®SPACER '3s XL EDGET"'SPACER
A.�YNN}vIILL�R,P.E.
-- ----— P.E.458705
item- PGT I pGT pas:# I Description
Dwo.4 L_ 2.000'
1 2703�62703EW Flange Frame Head �238"
- '--
2 2751E 627518W Flange Frame Sill f-- 2.000' 050" 962'
3 2781 62781W Flange Frame Jamb —
.062' .500" .062" 1.125"
4 I 2713 627138W Integral Fin Frame Head 2.600" .05e^
5 2714E 62714EW Integral Fin Frame Sill �' z.000" I
i±�+
1
6 2782 62782W Integral Fin Frame Jamb ass 500^�-- -. .062" ��
7 2706 62706DW Sash Bctlom Rail' ll '� .062• ~ 869'8 2707 62707CW Sash Top Rail ' .06T Dsz _L 9 2739 62739W Fixed.Meeting Rail s 062^ 06�
FLANGE FRAME HEAD .050" —
10 2709. 82709CW Sash Side Rail �6063-T6 ALUMINUM r Imo— 2.056'
11 2740B 742740AW Sash Bottom Lock FLANGE FRAME SILL FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
12 27:;i 62785W Sash Stop 2 6063-T6 ALUMINUM 3 6063-76 ALUMINUM 4 6063-T5 ALUMINUM
13 134 66615 Addon Flange
20 1226 I 61226DW Vinyl Bulb,Flex PVC 70
21 ',662C 71fi62CW HeadlSili Gasket,Polyeihelyne
22 12 0 �7PAD198 Open Cell Fo2m Pad 2.056" s76 .I
3.225' I T ���
43 277 2 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC Ofio" 1.125• { 050" J 1.i67 ^�
24 4006. 64066G Wstp.,187 X.230 Fin Seal — .062• T J I•� -050"
25 2784 72784W Sash Side Rail Gasket,Polyelhelyne .2000" 11 teor' 062" Lasa -�
26 1078 7121UM Balance Takeout Clip., _ 975' 05o"-.I T1 1.229• 050
27 Varies per Size Balance 1.1zs 975 50 J t 062" I -- 13 ADDON FLANGE
28 2711 4280OW Sash Cam,Nylon I 062 J t 6°63•T6 ALUMINUM
29 1096, 71096W Sweep Latch,Zinc
30 1G16 7858WW #8 X.625,Ph.Ft.SMS Latch Screws 2.056" .050" .e00 (.
31 1267 71267N,' Setting Block 118".X 112"x 1",EPDM INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB /SSASH BOTTOM RAIL r, SASH TOP RAIL
32 See Kommerlirg 4SG TPS Spacer System 0S 5°6Q-T6 ALUMINUM `J 6053•76 ALUMINUM 1 /6063-T6 ALUMINUM \��6°63-T6 ALUMINUM
33,; :.Sheet' Quanex Super Spacer nXT with Hot Melt Butyl --{b--- •062"
34' 7�r Quanex Duras'eal
35 Materials Cardinal XL Ed Spa "'062
36 Sash Bottom Lock Spring a65
1.562" 1.187"
37 Screen Cloth,Fiberglass' 05y —n oso —r 039 620"
38 Dow Coming 899 Silicone Glazing Sealant J
40 1625 61fi25B Gles-s Bead(1rS"Glass) .{ .926 F-- ___i �- 1.157 ►{
41 '27.J 62719E Glass Bead(3116"Glass) —, 1.010 osz"
42 1203 - ____ Glass Beao(IM'Gass O FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL (( SASH STOP v:4oDl1C'r REVISED
_ — ) 9 6063-T6 ALUMINUM 10 6063.T6ALUMINUM 11 6063-T6 ALUMINUM `.12 6063-T5 ALUMINUM '
43 12Ga +�311TW Gl—1 25S Bead(I.G.) V..umpl Cmj6 1 Ire Fl 7idn
cii p,n Ce N
50 781PO-A #8 X 1"QUAD Pn SMS V.pi mace i IUD T pz
f 51 I - 7fti1 PSTX #3 X_1"Sq.P. Tw!•1 Fast SMS-410 S.S. ,., Revised By. Dote: Revision:
52 11i:i 7Bll_HPQA �#8-15x 1 LH;Twihfasf Screw Znc JR 04/22/16 ADDED IG SPACERS t11n Dade PrnAlr_I O�
I( 53 111:°3 1 7S-1L— IiPQX 1#8--15 x i LH Twinfast Screw Znc(S.S.)
Revised 9y: Data; Revision:
54 5 _J 78XIPF-IFUA #8 X 1"Ph FI uIcUt SMS 5 I '8XIFFAX #8 X 1'Ph F!-Stair-less Steel
m Description: Y
g0 , /e Anrealed or Tempered Glass s��� BOM&PART DETAILS J ROSOWSKI
61 f 3116"'Annesilsd or Tempered Glass .I`' - r 1070 TECHNOLE37
�r, ; Do-�: • ��� N.VENICE, F62 ' f4"Arl;an!ad•or 1errpered GIasS •. NGLE HUNG WINDOW INSTALLATION 05/11/11
_ I _ —---• — "' P.O. BOX WIT'-114"Alr"1/8"An.orTem I.G. '!'•I':i /` NOKOMIS'FL
63 I p• Seriess/Alodei: Scan: Shoat: Drawing No. Rar.
11fC"-31i Air-3/16"An.or Temp.I.G. A.LYNN'MILLtR.P.E. CERT. OF AUTH. #29296 6H-200 NTS 8 OF 8 MD-SH2O0-01 C