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t 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
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative )ens 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
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
Product Approval Method Method 1 Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
Summary of Products
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.pdf
(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 500(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.pdf
(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.pdf
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.pdf
(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 CAG 16-0714.O1.1)df
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.O1.pdf
(N..OA)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:
39.6 ;H 800(Small Missi,a Impact) Multi-Story Aluminum Sirgle Hung Window !_
Limits of Use •. yartificgtiori Agency Certificate
Approved fcr-use in HVHZ: Yes F1239 R24_C Cr_C16 0714,0_2odf
Approved for use outside.HVHZ: Yes Qualiry.Assyrance Contract Expiration Date
impact`.sistan3: Yes
Design Pressure:N/A InstaIiat9on Instructions.
O'Uier Please see Miami-Dade County Notice of Acceptance FL239 ft24 II 16 OJ1 1-:02 ocif
(P:OA)ro product performance information,anchorage Verified By.: Miai i Dade 3C O CER i
d•',t�ils, anl: endlor type,Size,and spacing information. .:re?ied by Independent Third arty:
Creat J.by[ide[en.d2nt'fhir�Pa`y:
�.239:7 -- -_--- SH 3100(Lance K36ile Impact)— AfCflitP.C:rUral S%ester ld'%aiUr:?:n'Ji 5ir,ale HungV•lindc:v -) -
M IAM I•DADE
• � 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.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed.and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
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 A 4J(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 Bung Window—N.I.
APPROVAL DOCUMENT: Drawing No.MD-SH200-01,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.,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 z
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.
s NOA No. 16-0505.02
MIAMI•DADE COUNTY ' Expiration Date: September 01,2021
r Approval Date: June 16,2016
Page 1
r
. 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-51h
Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. .(Submitted under previous NOA No. I5-0528.22)
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-5th 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 heir Series
"SH-200"Aluminum Single Hung Window-N.I.; approved on 08/06/15 and expiring
on 09/01/16. C
Man el. -re F.
a P.
Product Contr v,(Exa i bier
NOA h,a"-2;.02
Expiration.Date: Septeini:er 0.i;?0M
.approval Date: Ja.b r.6,210U6
E-1
GENERAL NOTES:SERIES 200 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).
53.1I8"TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8"BUCK WIDTH
52-1l8"BUCK WIDTH
NO ANCHORS 49-1/8"
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAA91-DADE COUNTY APPROVED MASONRY 49-118" VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT
FLANGE 9 Mom•
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5&6,SHEET 4&5. FRAME HEAD F-_ B 3"MAX'
4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD SUCKS LESS THAN 1A _ C
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED }- T I
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND ZX BUCKS 8"MAX.FROM (- -•-I-----/-7/; 35.112" I- 41ii,
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF VISIBLE ----- '-' VISI/2AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. MEETING 21" LIGHT 78" ILIGHT
I MAX.O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL I TIP-TO 6'MAX.O.C.
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL I 77"HEIGHT -- -
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SF --_--
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK I I C
OF THESE INSTRUCTIONS. / HEIGHT / �II 7T
8"MAX.FROM L- L.-. _.J BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF I 1 I HEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING I —1_
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I / 23" /
11 MAX.O.C.
7)DESIGN PRESSURES: j
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM
E1300. }T _D
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J �'---�'B NO ANCHORS REQUIRED
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL 3"MAX. -� �-- 6'MAX.O.C.
8)THE ANCHORAGE METHODS SHO HAETHE
THE EQUIREDDESIGN PRESSURE.THE3311/3%S TRESS INCREAA EDESIGNED TOESIST HASNOT BEENSEDIINTHEDESIONDOF ING TO TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT (TESTED UNIT)
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ANSI/AF&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
STANDARDS USED: INSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBINGTHE •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/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7
-ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8
�-- WIDTH WIDTH
•AISI-S10G-071S2-2010 PARTS LIST...................................B
rnrayi gEfthUD
j s;ceml+lying with fire Fforide
I� Buildingeude 1F'6505.0
IIf: Acmpwe No 2
Revised By: Data: Revision: epimt D.I.
HEIGHT — i HEIGHT •'�'-';�fin;,;�. "�� �; ADDEDD SPACERS, V
—.- JR O4I22M6 CORRECTED SASH HEIGHTS BY V
Revised 6y+ Date: Revision: Mimn'Dadc Product Con
idu.bu.), •-,, .,
V DeecnPtion: Drown By-
GENERAL NOTES&ELEVATION J ROSOWSKI
tiY AYc OF
EQUAL r1iE PROVIEW IORIFI ARCHTDP PROVIElNIORIEL RADIUSTOPEWAL Lt1E - 1070 TECHNOLOGY DRIVE T76e: Dofe:
'•'cl;'F: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
'- 1 I, •.. •`� NOKOMIS; FL 34274 Sarias/Model: Scale: SAeet: Omwing No. Row.
A.LVNN�MIL3705 P.E CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 C
P.E.a 58705
TABLE 1: TABLE 2:
Maximum Design Pressure(Ibslft2)for Glass Type A, Fin 8 Flange Frame Monolithic Glass Types raoDucrncvtscD
Window Sash Helghtz A 1/8"Annealed ns complying,.-Rh dw Florida
see Figure Maximum Window Width B 1/8"Tempered Building code
Heights ( 9ure A,this sheet) Aoceprance No 1Co-o5o5,02
19.1/8" 26-1/2" 33" 37" 41" 45" 49' 53-1/8" Cxpirati nDala jil
C 3l16"Annealed
23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 I -90.0 +55.0 -90.0 +55.0 -90.0 1+55.0 I -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 I -90.0 ny L
D 3 "Tempered
, +55.01, Tdi ni ado Pnxtucr. �l*� J
under 18-9/16" +55.0 �0.0 +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 3 1/4
9.9 E 1l4"Annealed v
37" 18-9116"(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' 57.7 +55.0 55.0I- I F 1!4"Tempered
over 18.9/16" +55.01 .90.0 +55.0 -90.0 +55.01 -75.2 +55.0 -65.5 +55.01 57.3 +50.2 -50.2 +44.8' -44.8 +39.9 -39.9 _
under157/B" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.13 63.8 +55.0I -56.8 +50.0 -50.0 +44.0I 44.8 +40.0 40.0 Y iU
(n z
15-7/8"thru 193/16"3 +55.01 -90.0 +55.01 -90.0 +55.0 -78.7 +55.01 -6B.0 +55.0 -58.5 +51.1 -51.1 +45.9 45.9 +41.3 41.3 TABLE 3:
38 3/8" o
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0, -82.7 +55.0 -72.6 +55.0 i -63.5 +55.0 1 57.9 +54.2 -54.2 +51.5, 51.5 Insulated Glass Types p
u p
over 19-114" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.#-5
+55.0' -56.8 +50.0' -50.0 +44.8 44.8 +40.0' -40.0 G 1/8"Annealed,1/4"Airspace,118"Annealed �i O S Z N
under 19 9/16" +55.0 81.5 +55.0 -72.3 +55.0) 61.3 +55. +50.5 -50.5 +45.8 45.8 +q2.0 42.0 +38.7 �8.7 H 3116"Annealed,3116"Airspace,1/8"Annealed O z°_
45" 19-9116"thru 22-1/2' +55.0 1 .90.0 +55.0 1 -87.9 +55.0! -74.0 +55. , . +55.0 1 56.9 +50.1 50.1 +44.8I 44.8 +40.0! 40.0 I 1/8"Tempered,1/4"Airspace,1/8"Tempered ❑ t€
22-9/16"(Equal Lite) +55.0 -90.0 +55.0! -90.0 +55.0 -78.8 +55.0, -66.1 +55.01 -58.5 15171151.1 +46.0' 46.0 +41.4, 41.4 =y C
J 3116"Tempered,3/16"Airspace,1/8"Tempered a w Q ❑g
over22-9/16" +55.0 81.5 +55.0 -72.3 +55.0 -61.3 +55.OI 55.3 +50.5' -50.5 +q5.8' 45.8 +42.0 42.0 +38.7 -38.7 aZ F--
under 20-118" +55.0 -71.6 +55.01 -62.8 +55.01 -55.4 +50.3 i -50.3 1+45.9 1 45.9 +41.7 1 -41.7 +38.9 -38.9 +36.2 1 -36.2 w�x Z LL
20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.0 I -82.5 +55.0 1 -69.5 +55.0 I -61.6 +55.0 I -55.4 +49.3 49.3 +44.6 44.6 +40.0 140.0 0
0 u
49" 24-9/16"(Equal Lite) +55.01 -90.0 +55.0, -90.0 +55.0 -76.4 +55.0 -66.5 +55.01 -57.B +50.4, 50.4 +45.0, 45.0 +40.1 40.1 FIGURE A:SASH Eo= E O N
CROSS SECTION - - Q
over 24-9116" +55.0 -71.6 +55.0 j -62.8 +55.0 .55.4 +50.3, -50.3 +45.9 45.9 +41.7 41.7 +38.9 -38.9 +36.2 i -36.2 (WITH MONOLITHIC - a W p
under20-13l16" +55.0' GLASS) Z
-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 a
oZ
50-5/8" 20-13116"thru 25-5/16"3 +55.01 -89.6 +55.0 -80.3 +65.0 1 -67.7 +55.0 -60.6 +54.21 -54.2 +49.0 49.0 +44.21 44.2 +40.0 j 40.0
25318"(Equal Lite) +55.01 -90.0 +55.01 -90.0 +55.01 .75.4 +55.01 -65.7 +55.01' -57.4 +50.3 1 50.3 +44.91 44.9 +39.9I 39.9 �I N W z
over 25-3/8" +55.01 -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 +34.8 134.8 li O LL 2 0
under 24-15116" +55.0' -56.0 +43.8. 43.8 +41.9 41.9 +39.1' -39.1 +360 -36.0 +32.6, 32.6 +30.0, -30.0 +27.6' -27.6 it Z W _N
34-15116"thru 30-1/2"3 +55.01 -75.0 +55.0 1 -66.0 +55.01 -57.4 +51.9 f -61.9 +414 47.4 +43.21 43.2 +39.91 -39.9 +37.3 i -37.3 1 A �U)LD � i=
61" VISIBLE LIGHT SASH a e �4 z 9
30-9/16"(Equal Lite) +55.01 87.9 +55.0 -75.8 +55.0 -66.6 +55.0 -59.7 +53.51 -53.5 +q8.7 14 W 8.7 +43.91 -03.9 +39.9 I -39.9 HEIGHT jl HEIGHT -� Z_
over 30-9116" +55.01 -67.8 +55.0 59.9 +53.3 -53.3 +48.5, -48.5 +44.1 1 -44.1 +40.2 1 40.2 +37.6 37.6 +34.8, -34.8 = I� x ❑ `"
SASH HEIGHT-3-9/16'
under 25-3/4° +54.7 54.7 +41.2 41.2 +40.3 40.3 +37.8� -37.8 +3q.6 34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5
3 +55.0' -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 25-314"thru 31-112"
63"
31-9/16"(Equal Lite) +55.0 $3.9 +55.0 f -71.7 +55.0 64.8 +55.0 -58.2 +52.41 -514 +47.9 47.9 +43.3 -03.3 +39.7 39.7 ji y a1 uN� m
over 31-9116" +55.0 -67.8 +55.01 -59.9 +53.3 153.3 +48.5 48.5 +44.1 1 -44.1 +40.2 1 40.2 +37.61 -37.6 +34.8 1 34.8 ll O x
=�0.-
under 293/4" +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 �j r'm: LL
73" 29-3/4"thru 36-1/2"3 +55.0 -61.0 +52.0 f 52.0 +48.2' 48.2 +44.0 44.0 +40.1 -00.1 +37.0 i 37.0 +34.1' -34.1 +31.4' 31.4 c a o 0
36-9/16"(Equal Lite) +55.01 -68.3 +55.01 56.3 +52.1' .52.1 +51.5 -51,5 +47.0 1 47.0 +42.7 j 42.7 +39.61 -39.6 +37.0 -37.0 �= Z
over 36-9116" 1+55.0 -67.8 1+55.01 56.3 +52.1 52.1 +48.51 48.5 +44.11 44.1 +40.2 1 40.2 +37.61 -37.6 +34.8 -34.8
under 31-3/4" +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
78" 31-314"thru 39"3 +55.0 -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 +29.5 -29.5 c,•:
39-1/16"(Equal Lite) 11+55.0 -62.5 1+50.8' .50.8 1+46.31 46.3 +45.2 45.2 1+44,2 -04.2 +40.31 40.3 1+37.7 j -37.7 +34,9' -34.9 NOTES
1 Tip-to-lip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/0"
2 Overall sash height.For clear daylight height,subtract 3-9116". ANNEALED GLASS(TYPE A).
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
For overall sash w OR HEIGHT DIMENSION SHOWN ON THE TABLE.
subtract 2-15/16"from the buck dimension.
A.LYNNMIILL'k P.E.
WINDOW HEIGHT-SASH HEIGHT CANNOT EXCEED 53". P.E.B 58705
TABLE 4: TABLE 2:
2 Monolithic Glass Types r`1401 IL-r REVISED
Maximum Sash Heigh Design Pressure(Ibslft)for Glass Type B-J, Fin&Flange Frame a-.plyu,s.'Ab Da Flcridn
Window 9 A 1/8"Annealed :,,,
Height' (see Figure A,this sheet) Maximum Window Width' L Ring"N
B 1/8"Tempered cePwncc No 16- pz
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-1/8' `PI`�` �"® Zt
C 3/16"Annealed
23" 119/18"(Equal Lite) 55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0
�q ) D 3/16"Tempered •_r:mni xJc PrcducrC nvDt
under 189116" +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 1/4"Annealed
37" 18-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.6 -90.0 +55.0 -81.1 +55.0 -73.4 F 114"Tempered
owr 189/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -84.3 +55.01 -78.0 +55.0 -72.9 O
under 15-7/8" +55.0 900.0 +55.0 90.0 +55.0 50.0 +55.0 90.0 +55.01 -88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 c r
15-7/8"thru 193/16"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 F 90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 TABLE 3:
383/8" 19-1/4"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O LOO
o
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 5B.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed O S Z cV
under 109/16" +55.0 90.0 +55.0) 90.0 +55.0 i 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 �
19-9/16"thru 22-1/2"3 +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 +55.0 -63.0 1 1/8"Tempered,1/4"Airspace,1/8"Tempered ~ °O
45" 22-9116"(Equal Lite) +55.0 90.0 +55.0 90.0 +55,0 90.0 +55.0 90.0 +55.0 -89.3 +55.01 .78.5 +55.0 -70.0 +55.0 -63.0 J 3116"Tempered,3/16"Airspace,1/6"Tempered <w Q
Dver 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 1 -66.3 +55.0 59.7 0 z 00
under20-1/8" +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 w� Z O
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
49" FIGURE A:SASH LL)= c
249116"(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 m O
over 249116" +55.0 90.0 +55.0 1 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) p Z
under 20-13/16" +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 co Z
20-13/16"thru255/16' +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0! 9 83.0.0 +55.0 - 2 +55.0 .72.7 +55.0 -64.5 +55.0 -57.8 r/) O
505/B 253/8"(Equal Lite) +55.01 90.0 +55.0, 90.0 +55.0 90.0 +55.0 .560 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0! 57.8 Ili it N Lli Z
I I �
over 253/8" +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 iI l i! D
O �
S S a =
under24-15/16" +55.0 -87.9 +55.0 -75.6 +55.0 55.7 +55.0 -62.3 +55.0' -60.0 +55.0 56.5 +53.2 53.2 +49.6 -49.6 eZ LLI b N
34-15116't 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 5.5 +55.0 7.5 +51.1 1.1 U)
Bill SASH 309/16"(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 5 HEIGH1.1 VIS LIGHT ji 'j HEIGHT s ) a W _Z '€
HEIGHT
over309116" +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 = iii ii
under2534' +55.0 -83.9 +55.0, -71.7 +55.0 -62.0 +55.0 59.9 +55.0 -67.8 +54.5 54.5 +51.3 51.3 +48.3 48.3 SASH HEIGHT-3-9116" Iil
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 59.4 +55.0 -64.5 +55.0 56.5 +50.2 50.2
N
63" 319/16"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55,01 59.4 +55.0 j 59.4 +55.0 59.4 +55.0 E4.5 +55.0 56.5 +50.2 50.2
J�^ F
over 31-9/16" +55.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 59.4 +55.0 -64.5 +55.0 56.5 +50.2 50.2
under 293/4" +55.0 -68.3 +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 ! 3 q o 0
38-1/23 0 o29314"thru . - . . . . . . . . . . . . . . .
z z
73 36-9/16"(Equal Lite) +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 j 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4
over 369116" +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 i 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4
under313/4" +55.0 -62.5 +50.8 50.6 +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" 313/4'thru39"3 +55.0 -62.5 +50.8 50.8 +46.3 -06.3 +45.2 -45.2 +45.0 1 -45.0 +45.0 -45.0 +45.0 45.0 +45.0 .45.0
39-1/16"(Equal Lite) +55.0 -62.5 +50.8 50.8 +46.3 46.3 +45.2 -45.2 1+45.01 45.0 1+45.0 -45.0 +45.0 -45.0 +45.0 45.0 NOTES >r
'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH GLASS _
2 0herall 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 Includes the standard Pro-View(3-0xer--2 configuration)for the gieen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR :�!;;'1+� •,�:/
For ommil sash width,subtract 2-15116"torn the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN MILLER,P.E.
r WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.EX 58705
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU
PERANCHOR PERANCHOR TYP.ANCHOR
OPTIONAL ADDON EMBEDMENT �.1 REQUIREMENT
INSTALLATION FLANGE @ HEAD, 13 I REQUIREMENT < TYPE,
SILL&JAMBS 3 EMBEDMENT AND
OPTION 1 �a 1/4"MAX 41 27 EDGE DISTANCE
CURVED HEADER SHIM. `-' PER SUBSTRATE,
INSTALLATION INTO WOOD EDGE 12 61/ 10 ,/� SEE TABLE 5,
2X-,SEE NOTE 2,THIS SHEET. DISTANCE e / THIS SHEET.
a EMBEDMENT 1 _------- ---
TYP.ANCHOR 3B L_ — EMBEDMENT
TYPE,LZ
�1/4°MAX 1/4" EMBEDMENT .^ __--_____ 1 •..^.• EDGE
SHIM MAX AND EDGE 1 DISTANCE
TYP.ANCHORTYPE, SHIM DISTANCE PER 24
I EMBEDMENT AND II SUBSTRATE,
l EDGE DISTANCE II 1 SEE TABLE 5, 32-35
THIS SHEET.
I PER SUBSTRATE, II 43 64 EXTERIOR INSTALLATION
1 �II SEE TABLE 5.THIS INSTALLATION OPTION 3
i 36 SHEET. OPTION 1 INSTALLATION
VISIBLE �I STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
LIGHT INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP
WOOD 2X.NO ANCHORS TI
HEIGHT RS ANCHORS DIRECTLY P-TO-TIP WIDTH INTO MASONRY.
s0 REQUIRED AT HEADER. INTO MASONRY.
1l4'MAX.SHIM TABLES, HORIZONTAL SECTION A—A
EGRESS FORMULAS
#12 STEEL (EQUAL-LITE)
_ Anchor Min.Edge Min.
SELF-DRILLING Anchor Substrate
btr Group Distance Embedment WIDTH:
SMS(GS),SEE HEIGHT:TIP-TO-TIP WIDTH/2-6-5f16"
g TABLE 5,THIS A 114°470 SS CreleFlex Ungrouled CMU,(ASTM C-90) 1�l4" 1-114"
2.751' 9 SHEET
P.T.Southern Pine(SG=.55) 9/16" 1-3/8"
BUCK VISIBLE LIGHT FORMULAS
r EXTERIOR USE EITHER #12 Steel SMS Aluminum,6063-T5 min. 318" t!B EQUAL-LITE
HEIGH. LATCH(#29)OR INSTALLATION Screw G5 Steel Stud,Gr.33 min. 318" 0.0346 20 Ge• (-
BOTTOM LOCK OPTION 4 ( ) ( ) WIDTH(SASH):TIP-TO-TIP WIDTH-5-1110"
TIP-TO-TIP - 32-35 (#11).TESTED INSTALLATION - B A36 Steel 318" 118"• WIDTH
I
(FIXETTI WIDTH 4*
HEIGHT UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" 1-3/8" HEIGHT: O P HEIGHT ;6
37 6-518"FROM DIRECTLNTO VENT END. 1/4"410 SS CreleFlex Concrete(min.3.35 ksi) 1" 1"
I 64 METAL.
I I Ungrouled CMU,(ASTM G90) 1-3f4" 1-114"
VISIBLE �I II 7 3 P.T.Southern Pine(SG=.55) 1" 1-3/8"
LIGHT
HEIGHT II III 36 DADE APPROVED MULLION, C 1/4"Steel Ullracon Concrete(min.2.9 ksi) 1" 1-3/8"
jI ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1l2" 1-1l4"
j I 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES,TABLE 5,THIS SHEET.
NOTES
f 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.254" 31 20
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
2X,WOOD 2 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 PRODUCT REVISED
I i BUCKSTR':P, (J (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE --plying 1vid;On,Florida
I SEE NOTE 2, I Boildin ride -
I ENGINEER OR ARCHITECT OF RECORD. 8 /
.H:S.�Hc-cT. L� Acccplanm ton (W-Q
1 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS .,�••" 1 Jf" Revised By: Data: Revision: s�
I \� \ T MEASURED FROM BEADING TO BEADING. ,-.•Cj'^t....V/..... ri, JR 04/22/16 NO CHANGE B��
L ;�- ,Miam ade Product ont)v
1/4"MAXSHIMa',- "••t�.� Revised BY: Octe: Rwision:
1 r -
i NO A' F
CONCRETE PER Drown DY:REQUiRED!N - _ ANCHOR Description:
-FLANGE
°• " REQUIREMENT FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRANIE Sit.:-
• Ir:: .f/i. 1070 TECHNOLOGY DRIVE 7' Date:
—a_ .;,��,,.;,•f:l4..FC,.1,.'`,:,-;`.; N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
' VERTICAL SECTION B—B NOKOMIS, FL 34274 Serle/Model: Scale: Sheet: Drawing No. Rev:
A LYNNMIhLER PE. CERT. OF Al1TH. #29296 SH-200 NTS 4 OF 8 MD—SH2O0-01 C
P.EJ 68705
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE -
EDGE DISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND 1!4"MAX SHIM DISTANCE
DISTANCE "
EDGE DISTANCE PER SUBSTRATE,SEE 1�- 1!4 MAX SHIM TYP.ANCHOR TYPE,
TABLE 6,THIS SHEET I EMBEDMENT AND EDGE 2X WOOD,SEE
2X WOOD, DISTANCE PER SUBSTRATE. U NOTE 2,THIS
INSTALLATION
2X WOOD,SEE NOTE 2,THIS SHEET EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
OPTION 5 EMBEDMENT THIS SHEET
CURVED HEADER EDGE EDGE HORIZONTAL SECTION C-C
2X WOOD, `5 - /
SEE NOTE 2, `
INSTALLATION DISTANCE DISTANCE THIS SHEET 26 41 27
ANCHOFT(SCREW) L-7 --- 12 61 (10 I EMBEDMENT
THROUGH THE FIN EDGE I EDGE I
DISTANCE - DISTANCE
IJT �Tf�' EMBEDMENT
114"MAX SHIM 1/4"MAX SHIM
6 TYP.ANCHOR TYPE, 38
EMBEDMENTAND TYP.ANCHOR TYPE,
1.465" EDGE DISTANCE II q --=_==-- INSTALLATION
PER SUBSTRATE, II EMBEDMENT AND EDGE 24
SEE TABLE 6,THIS It DISTANCE PER SUBSTRATE, INSTALLATION OPTION 6
SHEET. II SEE TABLE 6,THIS SHEET. 64 t= INSTALLATION ANCHOR
I 36 INSTALLATION OPTION 5 - 32-35 (NAIL)THROUGH THE FIN
VISIBLE
OPTION E INSTALLATION 43 EXTERIOR
LIGHT II ANCHOR(SCREW) VISIBLE LIGHT WIDTH
STRAIGHT HEADER
HEIGHT it 61 30 43
THROUGH THE FIN
INSTALLATION ANCHOR BUCK WIDTH EGRESS FORMULAS
29 (SCREW)THROUGH THE FIN (EQUAL-LITE)
R
MULLION SECTION WIDTH:B UCKHFII WIDTH
HEIGHT:BUCK HEIGHTl2.5-13/16"
DADE APPROVED MULLION,MAY BE �
EXTERIOR f OO INSTALLATION VERTICAL OR HORIZONTAL.MAX. �'`,Ui111 t� VISIBLE LIGHT FORMULAS
1/4"SHIM.SEE SUBSTRATE
2.751" a USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1/16'
HEIGHT BOTTOM LOCK ANCHOR(SCREW) H(FIXED):BUCK WIDTH-3"
32-35 (#11).TESTED THROUGH THE FIN EXTERIOR O6 HEIGHT*.(BUCK HEIGHT-6-1/16")12
UNIT LOCATION: _
37 III 6-5/8"FROM WITH FIN
L III1[ 84 VENT END. #10 STEEL REMOVED
II I SELF-DRILLING *MAX, -- TABLE 6:
VISIBLE II SMS(G5)
7 Min.Edge Mln.
LIGHT II I Anchor Substrate
HEIGHT II I 36 Distance Embedment
I� 2-1/2"x.113"Box Nail P.T.Soulhem Pine(SG=.55) 112" 2-7/16"
11 6
II i y EXTERIOR 2-1f2"x.131"Common Nail P.T.Soulhem Pine(SG=.55) 9/16" 2-7/16"
I-1 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
43 V P.T.Soulhem Pine(SG=.55) 314" 1-318"
2 254, ALUMINUMlSTEEL FRAMING OR STEEL Aluminum,6063-T5 min. 3/8" 1/8"
31 20 STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5)
TABLE 6,THIS SHEET. Steel Stud,Gr.33 min. 3!B" 0.036 PRODUCT REVISED
NOTES I A36 Steel 3/8" 118" ❑s wmplying"ith the FIc ida
Building Cadc
MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1Co-O505.02
1/4"MAX SHIM 1)USE ONLY SUBSTRATE .1 111 ! A+arptsna Nc
I I APPROPRIATE ANCHORS LISTED � @spimtion Uats -
,,/ 'ta+t,1/,/ •.;, Revised By: Dote: Revblon:
r ON TABLE 6 OF THIS SHEET. '
TYP.ANCHOR TYPE, - FOLLOW EMBEDMENT AND EDGE ,.•'`�CE;,I,j�p'��;f�1- JR 04/22/16 NO CHANGE B>•�
EDGE DISTANCE LIMITS.ANY Munn'Dade PnxI.f Cnn
EMBEDMENT AND EDGE Revised By: Oct.: Revlslon:
DISTANCE PER SUBSTRATE,— �— DISTANCE INSTALLATION OPTION SHOWN '.(�;'
SEE TABLE 6,THIS SHEET. ♦ MAY BE USED ON ANY SIDE OF THE t'`•`'�'r`'
EDGE WINDOW. - - Din By;
DISTANCE ® Description:
INSTALLATION 2)2X WOOD FRAMING OR BUCK, ) 5 Az u1': FIN FRAME INSTALLATION DETAILS J ROSOWSKI
CIPTIUN6 EMBEDMENT 1.112"THICKORGREATER. S:.IE F U:`
';it, -• 1070 TECHNOLOGY DRIVE Title: Oct.;
INSTALLATIC:[ANCHOR'
ANCHORL'.?�'?;:y t'�'•" N.VENICE, FL 34275
2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT - SINGLE HUNG WINDOW INSTALLATION 05/11/11
(NAEL)TtiROUGH THE FIN ':^'(r�.,�, `:'�+ P.O. BOX 1529
(ALSO REFERRED TO AS DAYLIGHT ;; _,err•.+-t t ` NOKOMIS; FL 34274 Serles/Model: Scale: Sheet: Drow(ng No. Rev.
OPENING)IS MEASURED FROM
! VERTICAL SECTION D-D BEADING TO BEADING. A.LYNt✓MILLER,P.E. CERT. OF AUTH. 29296 SH-2OO -al 5 OF 8 MD-SH2O0-01 C
' P.E.#58705
A Z C. O v
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T mp r xm 0 P .f
x ym T -�N m d a 6 e,
m Zo m mm � m = N S 5 � - � � 35 uaa5 mm n % gym nb � m9i � `� � 3s
m N= v Z T m `r c.w � ^ q+ m 2 w 2 0'm p N T^ 2 2 N6'm 2 W �a c 'm in 9,m >q
w z O p A N m m o 8' 2 d q+ Li '�° w P e w a m 4 m Fi m 'p °
v P K
A, iz o wD x m w n _ = �3, �- _ _ 'y cN = a' CC '_ � = °tom
c) 2 o m
> zc �' O� x N m 2.1D
O pZp m Z C~7 N a �, N N N N N N N N N Above MR a
ZZ a
v
D �Ic Z A O Z p'i a ? 6 N N N N N Below MR D
2
_ O r z O �' TS m N N N N N N N N N . Above MR a b
O m D p m 3 N Bel—MR m
m m N N N Abwa MR 3
z m
y Q (Wn x O N N N N N N N N w N N N N Below MR
D Z N N N N
ND = . 3 b F N W a N N W N N w Above MR a
w J N N V
A m m y m 3 w N N w N N BeivN MR >
m m N N N N
N N Abov MR lO aNj
O y v
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N v z _ N N N N N
x
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CT c
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J n
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N BeI—MR D
x N Above MR a w n
m W u u c �
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u N m
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N Above MR a m
N BeIow MR >
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ove
N > u N N w N N N Bel"MR
L m a
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® Deacripfion:
;� =• ANCHOR SPACING o
J 6� 1070 TECHNOLOGY DRIVE Tue.
N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION y7
``S� P.O. BOX 1529 D 4
NOKOMIS, FL 34274 Senea/Model: Scala: Sheep D+mvlry No. Rev. (s
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CFRT. OF ALrrH. 429296 SH-200 NTS 6 OF 8 MD-SH2O0-01
• f
ANGLED/CURVED ANGLED/CURVED PRODUCT REVISED
FRAME FRAME n.complying wllh Ilx Florid.
ASSEMBLY 90°CORNER ASSEMBLY GuilJing Cude
nc.eplance No 1(a-D50 .OlL
�� H>pirotiar Uata_ 1
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90°CORNER ASSEMBLY � oarr�aurlcnn
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NOTCH @
6 CO O
O
EACH END V / EACH END a � 50 51 Is Z N
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50 51 MITERED FRAME 50 51 / En ¢
WITH FRAME MITERED FRAME < GO
WELDSES / WITH FRAMEWELDS AT FLANGE SHOWNFRAM,
vai ¢ LL
SCREW BOSSES WELDS AT SHOWN,FIN J
SCREW BOSSES FRAMESIMILAR o
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL o o
a < } O
1/2"NOM. 1/2"NOM. ._J
GLASS STACK GLASS STACK m Z_ {—
°oZ
1/4"AIRSPACE 3/16"AIRSPACE CO LU
1/8"ANNEALED OR 3/16'ANNEALED OR 1/4"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR `
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8'ANNEALED OR TEMPERED GLASS 1/8"ANNEALED OR N (n Z
TEMPERED GLASS TEMPERED GLASS N ¢
Tk:t
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I1I 62 I I 63 1 I fi4 '404142 1 43 I 43 II _ _N'
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u � f (D In 38
32-35 � 32-35�
7
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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 =�mN <
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J r.7 a Y O
o O
ALUMINUM oZ Z
REINFORCEMENT
I. SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA ` '
STRUCTURAL • BUTYLENE ,fl'll
SILICONE "•I v, 5/16"NOM. L1'Miy
I �5l16"NOM, SEAL r;�Y,.......:�%!:
STRUCTURAL 3/16"NOM. ,
1!4"NOM. FOAM -SILICONE SEAL (<`,
FOLti'ISOBUT;'LEN— BUTYL& <�'..' v';6^!SC '•. n '�
.��V:'ITH DESICCANT WITH DESICCANT ROLL-FORMED
DESICCANT FOAM STAINLESS STEEL
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EXT.GLASS EXT.GLASS EXT.GLASS
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( 1< ISPACE 4SG TPS `J SUPER SPACERONXTTM 3a DURASEAL®SPACER as XL EDGETMSPACER A.iVNN ULCER,P.E.
-- — P.E.#58705
T
Item PGT PGTPart# Description
# Dwg.# 2.000"
1 2703E 62703EW Flange Frame Head
2 2751B 62751BW Flange Frame Sill 2.000• oso^ -962"
3 2781 62781 W Flange Frame Jamb �.z3e o6z° 1.125"
.062° ,500'
4 2713 62713BW Integral Fin Frame Head 2.600' .oso'
5 2714E 62714EW Integral Fin Frame Sill 2.coo" I
.oso• 1
6 2782 62782W Integral Fin Frame Jamb .869" 1 500" — T 062•
7 2706 62706DW Sash Bottom Rail J_ 050 062• J —` —�� .869"
8 2707 62707CW Sash Top Rail osz 062 1
9 2739 62739W Fixed Meeting Rail 500� 050^ .osz" os2
FLANGE FRAME HEAD .050" .062"
10 2709 62709CW Sash Side Rail O 2.oss'
6063-T6 ALUMINUM ^
11 2740B 742740AW Sash Bottom Lock 2 FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
12 2785 62785W Sash Stop 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-TS ALUMINUM
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne
2
22 1270 7PAD118 Open Cell Foam Pad .056" 3225 I TT 976' ►I
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC o50 1.121 { oso^ J r I� 1.167
050"
24 4066 1 64066G Wstp.,187 X.230 Fin Seal — .osz
1.807" 1.898^
25 2784 72784W Sash Side Rail Gasket,Polyethelyne z.000^ 1 062 —
26 1078 7121UM Balance Take-out Clip 975. 050^-►� 1 1,229' oso
27 Varies per Size Balance 1 125' .D50• — ,062" 13 ADDON FLANGE
.975• r1161 6063-T6 ALUMINUM
28 2711 71096W Sash Cam,Nylon
.oso^ �-{ .asz^
29 1096 71096W Sweep Latch,Zinc
30 1016 7858WW #8 X.625 Ph.FI.SMS Latch Screws 2.056" .92(r. .800" +—
OSO"
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL O SASH TOP RAIL
32 See Kommerling 4SG TPS Spacer System 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM
33 Sheet Quanex Super Spacer nXr with Hot Melt Butyl —�I Imo— .062"
34 7 Tor Quanex Duraseal
35 Materials Cardinal XL Edge Spacer 062'
36 Sash Bottom Lock Spring es5
1.582" 1.187'
37 Screen Cloth,Fiberglass 06z q oso o3s^ 826^
38 Dow Coming 899 Silicone Glazing Sealant I &74"
40 1625 61625B Glass Bead(1/8"Glass) ►{ .926" .062"
�— ,� 1.157" ►�
41 2719 1 62719B Glass Bead(3/16"Glass) 1.010
42 1263 61263E Glass Bead(114"Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 72 SASH STOP PRODUCT REVISED
6063-T6 ALUMINUM 6063-T6 ALUMINUM �6063-T6 ALUMINUM 6063-T5 ALUMINUM a;compfying,,ith the Florida
43 1253 6VT48B Glass Bead(I.G.) st:ildingcoao
50 781 PQA #8 X 1"QUAD Pn SMS r-Npi,Q nc Da ISO p
napiratian Date -)' Q�
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. Revised ey: Date: Revision:
52 1134 781LHPQA #8-15 x 1 LH Twinfasl Screw Zinc _i. • `::• '; ADDED IG SPACERS 03
J R 04/22/16 M+a DMd ho hxt G
53 1186 781LHPQX #8-15 x 1 LH Twiniast Screw Znc(S.S.) `I Revised ey: Dote: Revrslon:
54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS ^5
55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel _ Dawn s
60 1/8"Annealed or Tempered Glass ® Deecriptlon: l
-_ �' •z � ;:..;:; BOM &PART DETAILS J ROSOWSKI
61 3116"Annealed or Tempered Glass
1070 TECHNOLOGY DRIVE rifle: ON.
62 1/4"Annealed or Tempered Glass 'I'• •:!'• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
<`C`°.'.` P.O. BOX 1529
83 1/8%1/4"Air-1/8"An.or Temp.I.G. NoxoMls;FL 34274 Sa es/A/odel; Scale: Shoat: Dmwinq No. Rev.
i 64 1/8"-3/16"Air-3/16"An.Or Temp.I.G. A.iYNN'MiL1:R,P.E. CERT. OFAUTH. #29296 SH-200 NTS 80F8 MD-SH2O0-01 C
P.E:#58705
I