HomeMy WebLinkAboutNotice of Acceptance I 20,o
REVIEWED FOR
MIAMI•DADE CODE COMPLIAN,%v I-DARE COUNTY
e ST. LU C I E CC,0 gglyONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION '6®CO'(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www,miamidade.gov/economy
PGT Industries,Inc. �/?`e 'L� 0
1070 Technology Driz
ve
North Venice,FL 34275 File Copy
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"SH7700A"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0430.06
MIAMI•DADE COUNTY Expiration Date: August 23,2023
81(P)15 Approval Date: August 23,2018
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E.
2. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
window, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-18-7835.2,dated 05/04/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources (RER).
Manuel rez l E.
Product Contr,Exa finer
NOA No. -0 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 61h Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
Manuel'Per .E.
Product Control E:a ner
NOA No. 18- 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13/16"MAX.O.C� DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF 16-3/8"MAX VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
SEE SHEETS 2.5 IMPACT RESISTANT
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR /�
INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)
MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15.
17-314•MAX. 17-3/4• 52-1/8"MAX.BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17-114'BUCK) 9-112"MAX.
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WEREMAX4-11!16'MAX
r (9"MAX.BUCK) 5"MAX.O.C. r H roF�as..Plyingwttb lta
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B.SEE O.C. 1 D.SEE _ -- 1 PP
SHEETS 88 9 1 SHEET 70 1 Flan BJuding Cm t
PER ANCHOR TYPE. Ootc
A.SEE C, fl
SEE dOA
4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 6 89�- SHEET 70 Nkmi Dade Pmduc Controt�
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY ,_
SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED PERT
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) A TABLES 6 8 7
OR ARCHITECT OF RECORD,(AOR). I/o f 17-3/16"MAX O.C. O /
A
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX, 83'
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP MAX. -
12-1116'MAX.O.C. BUCK
INSTALLATION ANCHORS SHOULD BE SEALED OVERALL SEALING 8 FLASHING STRATEGY x i i!1 � TO
I x i HEIGHT p
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND �L-f 1 IL—L-1
THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED HEIGHT
ANCHORS PER / 13-5/16'MAX.O.C.
6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6 8 7 I I y I z ao Y
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. i —1 5'MAX. _Ti W _ fA
9-112"MAX. - -_1 O.C. C > w o -�a8
7)DESIGN PRESSURES: (9'MAX.BUCK) o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER t0 '
ASTM E1300. A cv o a,ap O Q
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE e D NO ANCHORS AT SILL 4__ / O m In z
TESTING AND GLASS PER ASTM E7300. I Z o
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. �-{53-1/8"MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11116 MAX- f'WEEP NOTCH Z LL � m O
AT EACH END AT EACH END =W F S v .cg
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH w U 6 ®F _J °Maio .ou
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%"STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION F-LU ¢ _J �mQ
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO n a I_ O
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z v F
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: Q
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER
Type DescdPdon(Listed from Exterior to Inferior) 0
T Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN z J O
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 118-AN,.090'PVB,1/8'•AN 2 PRESSURE REQUIREMENT FROM ASCE 7. = W
JURISDICTION. W
2 13/76'LIG:118"AN CAP,AIRSPACE,1/8'AN,.090'PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW Q rn J (D
10)REFERENCES:TEST REPORTS FTL 18.7835.1 8 18-7835.2;ELCO ULTRACON NOA;ELCO 3 13/16"LIG:118"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN u Zw laay5
PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE
CRETEFLFJC NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.090'PVB,1/8"HS 4 U) O
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
ANSVAFBPA NDS 8 ALUMINUM DESIGN MANUAL 5 3116"AN,.09D"PVB,3116"AN 4 ¢ Z
OBTAINED IN STEP 1. LL J Q
6 13116"UG:3116"AN CAP,AIRSPACE,1/8"AN,..090'PVB,118'AN 4 O z Q O
17)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Z r-
7 13116"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 8 7. of w r
8 3/16"AN,.090"SG,3/16"AN 5 cwi
4 INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 Z
FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES - ) J W to
9 3116"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (�
—�--� WIDTH WIDTH WIDTH 10 13116"UG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,VW HS 5 INSTALLATION.
TT I I } 11 13/16"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME \11 17 I I I!111
12 13116"UG:118"TP CAP,AIRSPACE,1/8"HS,.090'SG,V8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR .O Q Y LYN/y�/%
13 13/16"UG:1/8"TP CAP,AIRSPACE,3/16"AN,.090'SG,3/16'AN 5 EQUAL LEG/BOX). �`� N•-""••- /� ���
O c7 O u 14 13116"UG:3118'AN CAP,AIRSPACE, 11T HS,.090"SG,118"HS 5 : _.•• \)CENSE •'•
= x 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 <q,
w _* No.58705
1 / y 1 SG=KURARAY SEN RYGLAO INTERLAYER BY GENERAL NOTES.................................................
1
CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 Y•/\ �yry lnp� _
RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES I GLAZING DETAILS........24
�p :•([!
O ST TE OF
WITH EQUAL WITH PROVIEW WITH CUSTOM x2017 FLORIDA BUILDING CODE(FBC),6TH EDITION KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................6.6 i T'• Nz
ASTM E130D-09 i '-.FC ORIOP.•' \��
LITE SASH SASH SASH AN=ANNEALED INSTALLATION,FLANGE......................................7 F
�ANSIIAFBPA NOS-2015 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 19'10
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 '�1jNA�\E\\`
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING -AISI S100-12
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -AISC 360-10 EXTRUSION PROFILES.........................................10
ASSEMBLY 8 PARTS LIST....................................11 A.LYNN MILLER,P.E.
TABLES ON THE FOLLOWING SHEETS. P.E.#58705
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# _O;^ V o CERT.OF AUTH.029296 ALL RIGHTS RESERVED 1 .12
�A !�:.d m z `ALUMINUM SINGLE HUNG INSTALL.(LM) 0104/01/18 a
y yam;: o DP TABLE �m JENS ROSOWSKI
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TABLE 3:
Bohan Sash Design Pressure(lbsi t7)for Glass Type 3
esc
Dription Sash Heigh
br Ginen Range Range(in) Tp to Tip Wiah
18' 1 25' 1 33' 1 37' 41' 45" 49' 53-118'
2e' Eoual44e 12.464 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 465.0 8GLASS
STA
S STA0.0 .65.0 -80.0 (�
I GLASCK
Equal-lite 15.964 •65.0 80.0 +65.0 1-80.0 +650 80.0 +65.0 80.0 1+65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0
31" Standard Praiew 12.994-15.963 465.0 80.0 .650 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 '800 '650 -80.0 +65.0 80.0 +650 -80.0 '080"PVB
Shortest 12.464-12993 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 •65.0 800 •650 800 +65.0 -8D.0 +650 -80.0 •65.0 80.0 AIRSPACE
118'TP GLASS 1!8"AN GLASS �PProPOd 7a CO1°�yFgg-M-I--
Equal48e 19.652 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +650 80.0 +65.0 80.0 +65,0 80.0 +65.0 800 Fl°ri B)8dingC d
Standard Pumm 15.944-19.651 •65.0 -80.0 +65.0 .80.0 -650 80.0 +65.0 .800 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 31KGLIASS
(.It 1
38-31e• Custan Size 15.131-15.943 -650 -80.0 +65.0 800 +65-C 80.0 +65.0 80 0 +65 0 80.0 +65.0 80.0 +65.0 80.0 •65.0 E.0 d0
Custom Size 14.131-15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Hie®r Dude P1uduH lit
hot
Shortest 12.464.14.130 +65.0 80.0 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 OR 58 NOW
EXTERIOREqual-lite 22.966 +650 80.0 +650 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +650 80.0 +65.0 80.0 Costen Size 20.131-22963 +650 800 -65 0 80.0 +650 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0Standard P,.mm 18.594-20.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +650 80.0 +65.0 80.0
4S' Custom Sae 16.131-18.593 +650 800 +650 -800 +650 80.0 +65.0 800 +65.0 800 +65.0 800 -650 80.0 +65.0 80.0
Cuslan Size 15.131-16.130 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 80.0 +650 80.0 -65.0 80.0 5®OR B
Cust-Size 14.131-15.130 +650 80.0 -650 -80.0 +65.0 80.0 +65.0 80.0 +650 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 GLASS TYPE 3
Shortest 12.464-14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 1 80.0 465.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0
Equal-lite 24.964 -65.0 80.0 1+65.0 80.0 +650 80.0 +65.0 80.1) •65.0 80.0 +65.0 80.0 +650 80.0 +650 480.0
Custom Size 22-131-24.963 465.0 -80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +650 8D.0 +65.0 800
Standard Prrnlew 20.194-22130 +65.D- 80.0 +65.0 865
0.0 + .0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 b � S2
49' C sten Size 18.131-20.193 -65.0 80.0 -65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 Bao +65.0 80.0 +65.0 8W 0.0 z
om
CslSae 16.131-18.130 +65.0 80.0 -65.0 -80.D -65.D 80.0 -65.0 80.0 +65.0 8D 0 +65.0 80.0 -65.0 80.0 +65.0 8
It 0.0 •-`r
Custom Sae 14.131-16.130 +65.0 80.0 +65.0 -80.0 -65.0 80.0 +65.0 .800 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 O w w O V)
Lf)
in
Shortest 12.464-14.130 +65.0 80.0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 -830 } o iz� 60 0 Q
Equal-lite 25.777 -65.0 80.0 -650 80.0 -55.0 80.0 +65.0 1 80.0 +65.0 -800 +65.0 80.0 +65.0 1 80.0 -65.0 800 0O c z y rn Z
Custom Size 24.131-25.T76 +65.0 80 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 O
0 J CD a F W O
o Standard Pro4ew 20.844-24J30 +65.0 80.0 -65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Z W coo n
Custom Sae 20.131-20.843 +%,a 80.0 1+65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 =W
51T U U
Custom Size 18.131-20.130 +65.0 80.0 1-65.0 80.0 +65.1) 80.0 -650 -800 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 o
_ e
F Z v s a _j cr,
Custom Sae 16.131-18.130 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 W 0 Q 0-0
Custom Size 14.131-16.130 +65.0 80.0 +65.0 80.0 +650 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 n n
Shortest 12.464-14.130 +65.0 8D.0 +65.0 80.0 +65.0 80.0 •65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 Z 0 Z
Equal-Itte 31.964 -65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 0
0
Custom Size 28.131-31.953 +65.0 80.0 +65.0 80.0 •65.0 80.0 +65.0 80.0 •15.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Z IL
Standard Prowew 25.794-28.130 +65.0 80.0 -65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 U
Custom Size 24.131-25.793 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 m
J
63- CSize 22.131-24.130 +65.0 80.0 -65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 ®
ustom
Custom Size 20.131-22.130 -65.0 1 80.0 +65.0 80.0 +65.1) 80.0 1+65.0 80.0 1+65.0 1 80.0 -65.0 80.0 +65.0 80.0 +65.0 -78.0 c) laauc
Custom Sae 18.131-20.130 •65.0 1 80.0 -650 80.0 +65.0 80.0 1+65.0 80.0 +65.0 -800 -65.0 80.0 -65.0 80.0 +65.0 1-75.8 Z
Custom Sae 16.131-18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 1+65.0 80.0 +65.0 80.0 +65.0 80.0 1+65.0 80.0 -65.0 -73.8 ¢ Q
Shortest 13.194'-16.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.7 +65.0 .71.0 p 7 W ED o
Equ.14ite 38.464 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 ¢ Z ED r
Custom Size 36.131-38.463 •65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 -65.0 80.0 +6&0 80.0 +65.0 80.0 •65.0 80.0 w � F =
Custan Size 34.131-36.130 +65.0 80.0 1+65.0 80.0 +65.0 80.0 +65.0 800 -65.0 80.0 1+65.0 80.0 +65.0 80.0 +65.0 -79.1 U J d to
76" Standard Pmjm 30.994-34.130 +65.0 80.0 +65.0 80.0 +65.D 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 -75.8 Q
Custom Size 30.131-30.993 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 .65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.8 app rosa0 sa;.ac
Custom Size 28,131-30.130 +65.0 80.0 +65.0 -80.0 •65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -72.7
Shortest 26.194'.28.1301+65.0 .80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 -77.7 +65.0 -71.0 �� GNY LYNA(,�,
Equal-l4e 42464 +65.0 -80.0 +65.0 80.0 +65.0 80.0 80.0 -65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 -79.1 \ a'��.•'�,�CENSF•.,�(�
84" Custom Size 38.131-42463 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 -650 80.0 +65.0 80.0 -65.0 80.0 -65.0 -74.8 Q.: ••
Standard PrWew 34.194'-38.130 +65.0 80.0 -65.0 80.0 +65.0 -sac +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 -77.7 -65.0 -71.0 �* No.58705 *%
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS%TIPTO TIP HEIGHT-49.391 �' -• _
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 -0 A _
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 �'0 ST TE OF ((!�`
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. AN=ANNEALED i ZONAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E.0 58705
TABLE 4: TABLE 5
Design Pressure(lbs/ft)for Glass Types 4-7 5/16-NOM. Desi n Pressure for Glass Types 8-15 3116'i"LASS
N GLASS 3/16'HS GLASS
F~ GLASS STACK Bottom Sash Tip To TIP 090`SG .090'SG
Bottom Sash Tp TO Tp Sash Heigh
Sash Hogm 1/8'HS GLASS Des Ran worn 30 3/16AJD 3N 6"H GLASS
Description Width 090`PVB Range(in)
Iqr Giren Fla Range(n) For GIwXI Range 53V8'
'Se 53.1/9' 30 1/81 GLASS 26 26
24" Equal4ite 12464 '65.0 -80.0 If 2a` Equaurte 12.468 •80 D -110.0 12"NOM. 12"NOM.
Equa!aile 15.964 +65.0 -80.0 26 Eq-14ite 15.964 •80.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE
12"NOM. 31' Standard Ploiew 12.994-15.963 +80.0 -110 o a a
31' Standard P-ew 12994-15.963 +65.0 80.0 GLASS BITE
Shonest 12.464-12993 •65.0 -80.0 EXTEERRIIOR Shortest 12.464-12.993 +800 -110.0 74 74
EquaHile 19.652 +65.0 -80.0 `r Equal-lite 19.652 •80.0 -110.0 34 34 4pPro9�aa BIRQ1}'DRQ al4�1m
74 Blandon Prrnnew i5.9xd•19.657 •80 D -tto.o GLASS TYPE 8 GLASS TYPE 9 Ft. 6 WM e
Standard Prpuew 15.944-19 651 •65.0 -80.0 _:T1
Bate
38.318" Custom Sae 15.131-75.943 +65.0 80.0 34 GLASS TYPE 4 38.318' Custom Size 15.131-15,943 •80.0 -t 70.0 X{pAa
Custom Size 1x.131-15.130 -800 -110.0 13/16'NOM. 1 � 13/16'NOM. MI W bade Ptedaot Cgntrof
Custom Size 14.131-15,130 +65.0 -80.0 '~ 1�
Shortest 12.464-14.130 +65.0 80.0 Shcrt291 12.464-14.130 +80.0 -110.0 GLASS STACK GLASSSTACK
L� GLA NOM. Equaulte 22964 +80.0 -110.0 .090"SG .090`SG
EquaNrte 22964 +65.0 -800 I GLASS STACK AIRSPACE AIRSPACE
Custom Sae 20.131-22963 -65.0 80.0 Custom Size 20.131-22.963 +80.0 -110.0 1B-AN GLA 718'HS GLASS 1/B'AN GLASS 3116`AN GLASS
3/16'AN GLASS Standard Prouew 18.594-20.130 +80.0 -110.0 31 3i
Standard Provm 18 594-20.130 +65.0 -80.0 .090"PVB 74 74
45' Custom Sae 16.131-18.593 +65.0 -W 0 3D 311 j GLASS 45" Custom Size 16.131-18:593 +80.0 -110.0
Custom Sae 15131-16,130 •65.0 80.0 Custom Size 15.731-16,130 •80.0 -110.0 5®OR 5 12"NOM. ®pR 5 112'N OM.
27 GLASS BRE GLASS BITE
Custom Sue 14.131-15.130 +65.0 -60.0 12"NOM. CI15torn Sae 14.131-15.130 +80.0 -110.0 EXTERIOR EXTERI
Shortest 12464-14.130 +65.0 -80.0 EXTERIOR GLASS BRE Shortest 72.464-14.130 +80.0 -710.0
Equal-lite 24.964 +65.0 80.0 (� Equal4lte 24.964 •80.0 -110.0 7673 70.73
Custom Sae 22.131-24.963 +65.0 80.0 ty Custom Sae 22.137-24 963 +80.0 -170.0 ®OR 5 ®OR 5
Standard Prouaw 20.194-22130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11
Standard Pmuew 20.194-22130 +65.0 80.0 34 U � Y
GLASS TYPE 5 49" Custom Sae 18.131-20.193 +800 -110.0
49" Custom Sae 18.137-20.793 +65.0 80.0 I W 1 C3 (A
Custom Sue 16.131-18.130 +80.0 -110.0
Custom Sae 16 737-18.730 +65.0 -80.0 13176'NOM. 13776-NOM. w O .+a
Custom Sae 14.131-16.130 +65.0 -80.0 Custom Size 14.131-16 130 +80.0 -110.0 �~ GLASS STACK ft_ GLASS STACK ir
13116'NOM. 0 o U)
Shortest 12.464_14.130 +80.0 -110.0 .090-SG *PACE
'SG N
r Shortest 12464-14.730 +65.0 80.0 I GLASS STACK P } o� a:p O
E -1 to 25.777 +80.0 -110.0 AIRSPACE AIr i w 0 Q
m EquaNlte 25.777 •65.0 80 0 .090'PVB 9� t/8'TP GLASS 178'HS GLASS 1/8'TP AN GLASSO
AIRSPACE Custom Sae 24.131-25.776 +800 -110.0 Custom Sae 2x.131-25.778 +85.0;800 O
Standard Pmuew 20.944-24.130 +65.0 .80.0 3116'ANG i/B'AN GLASS c Standard Pmtiew 20.844.2x.130 .80.0�-110.0 31 7d 74 O LL OO n F W oCustom Size 20.131-20.843 +65.0 -80.0 31 74 Custom Sae 20.131-20.883 +800 -110.0 R 5 ORZm 50818' 12'NOM. ® OM. =50.5/8- Custom Size 18.131-20.130 +65.0 80.0 ®� 5 Custom Size 18.131-20.130 +80.0 -110.0 GLASS BITES 617E W EXTERIOR EMERKU 1J O 6Custom Sae 16.131-18.130 +65.0 80.0 -12-NOM. Custom Sae 16.131-18.130 +800 -110.0 � W- OD EXTERIOR GLASS BITE Custom Size 74.131-16.130 +80.0 -110.0 `r `r ~W 4o QCustom Size 14.131-76.130 +650800 Shortest 12464-14.130 +65.0 800 Shortest 12.464-74.130 •80.1) -110.0 OR5 7673 O73 nEqual4he 31.964 +65.0 800 7673 Equal4ite ataea80.D -1100 ® GLASS TYPE 12 ® Z ?
Custom Size 28.737-31.963 +65.0 80.0 ®OR 5
Custom Sae 28.131-31.963 +80.0 -110.0 UI
GLASS TYPE 6
Standard Prouew 25.794-28.130 +65.0 -80.0 Standard Plouew 25.794-28,130 +80.0 -110.0 Z L'-
Custom Size 24.131-25.793 +65.0 -80.0 Custom Sae 24.131-25.793 •80.0 -110.0 13/16'NOM. I� 13/16"NOM.
63' Custom Size 22.131-24.130 +80.0 -110.0 GLASS STACK I GLASS STACK 2 v
63' Custom Sae .22.131-22.130 +65.0 -80.0 GLASS
NOM. .090'SG .090•SIG W
Custom Sae 20.131-22.130 +65.0 80.0 I GLASS STACK Custom Size 20.137-22.130 •80.0 -110.0 AIRSPACE AIRSPACE-
-7
IRSPACE
Custom Size 18.137-2x.730 +65.0 -80.0 AI*G1.11".AN
VB 'Caston Size 18.131-20.130 +80.0 -710.0 3116'AN GLA 1/8-HS GLASS 3116`TP GLAS 1B-HS GLASS = Z laagS
Custom Size 16.131-18.130 +650 -80.0 3/16'TP GLASS Custom Size 16.131-18.130 •80.0 -110.0 31 ]d 31 7d j (/I
shortest 13.194'-16.130 +fi5.0 -80.0 S--' 13.184'-.18.130 +fio.1) nto1) Q Q
7° E.1 36.464 +80.0 -170.0 R 5 OR 5 LL W
EquaNile 38.464 +65.0 80.0 q 12-NOM. 12'NOM. O 7 •J cO
Custom Sae 36.137-3B.4W +65.0 80.0 ®oRM. Custom Size 36.131-38.463 +80.0 -110.0 EMERIOR GLASS BRE EXTERIOR GLASS at F Z m r
Caston Sae 34,131-36.130 +65.0 -80.0 EXTERIBITE Custom Size 34.131-35.130 +80.0 -111L W F =76" Standard Prouew 30.994-34.130 +65.0 80.0 76' Standard Pmuew 30.998-3x.130 +80.0 -170.0 O d U3
CustomSize30.131-30.993 +650 80.0 Cullom Size 30.131-30.993 +BD.D -170.0 OR 5 7P73 OR 5 7673 - QO
CustomSae 28.131•30.130 t+65,0 -80.03 Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14GLASS TYPE 15 =1u:®OShortest 26.194'-28.130 80.0 Shortest 26.194'-28.130 +80.0 -110.0
EquaHite 42.464 80.0 EquaNite xz.4e4 +Bo.o -110.0 `.` Y LYNNBaCustom Size 38.131-42.463 +80.0 -t 10.0 84' CuslOm Size 38.137-42463 -80.0 � •'•-•••.-•-•StandardPlouex 34.194'-38.130 80.0 L Standard ProMm 34.194'-38.130 +80.0 -110.0 `���.: L\GEN$F'•.�(��i
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 ND.58705
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 *; �•
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 Q_
SATE OF ((714/`
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ,S/CONAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.R 58705
TABLE 6:
Anchor Quantities Required for Tip to Tp Wdth
"Through-Frame"Installation 18' 25- 33' 37' 41' 45" 49' 53-IIV
usinn Glass Tvps1-7 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb
KIM]Bottom sash mP g mE nf mmSasn HeightDescription Range(in) m ; ' ' sTor Ghen Rangem ¢ m ¢ m < m i `¢ m TABLE 66:
24• Equal-ite 12.464 1 2 1 1 2 1 t 2 / 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior)
Equal-lite 15,964 1 2 1 t 2 1 t 2 11 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type rtgprolxd as rnmplping 1rl16 it.
31' Standard Proview 12.994-15.963 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.090 PVB,118 AN Pins dt .,dding C u
Shortest 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 9Ile
iDAN �
Equal-lite 19.652 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 13116"LIG:118"TP CAP,AIRSPACE,1/8"AN,.090'PVB,118'•AN Yf.ml Dade Prod.cl Cbn7lol
StandaM Prbiew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS
38.3/8' Custom Size 15131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN
Custom Size 14,131-15.10 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"LIG:3116"AN CAP,AIRSPACE,118"AN,.090"PVB,118"AN
Shortest tz.a6a-1a.t3o 2 2 t 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/16"LIG:3116"TP CAP,AIRSPACE,118"AN,.090"PVB,118^AN
Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Standard Pro%iew 18,594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
45' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r`
Custom Size 15 131-16.10 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Codon Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Shortest 12.464-14.10 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ti m Y
Egwl4ite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU ? (q
Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w O ..aa
Standard Paniew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Fo 0 (]
49' Custom Size 18 131.20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 } ^ o :1:L; 0 ¢'
.Custom Size 16.131.18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 C z y
Custom Sae 14.131-16.730 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 t'1 6 m Z ZZ
Shortest 12 464-14.130 3 2 1 3 2 1 3 2 1 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z C) m i � O
Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 o t_2 v r
nCustom Size 24.131-25.776 2 2 1 2 2 1 2- 2 1 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W ¢ 4az
_ U p
Standard Proxew 20.844-24.130 2 2 1 2 2 7 2 2- 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU 00 'ON
I-W ¢a Q OMO
Custom Sze 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F•
la 50Sf8' Costen Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p Z O Z
Costen Sae 16.131-18.10 3 2 t 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 m - W
Custom Sae 14.131-16.10 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C.'J J
M LL
shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Q Q
Equal4ite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = to
Custom Sae 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 W _
Standard Proiew 25.794-28.130 3 2 1 3 2 1 3 2 1.3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 a (D H
Custoei Sae 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Z laayc
Q
63' Custom Sae 22.131•24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2
Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 LL
4 Q
Custom Size 18.131-20.130 3 2 1. 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z O
Custom Sae 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 w U =
Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 L) J Z
Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Q
Custom Size 36.131-0.463 3 3 7 3 3 1 3 3 / 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 apt �sa0 sa•�a5
Custom Size 34.131-36.130 3 3 1 3 3 1 1 3 3 1 3 1 3 1 2 1 3 3 2 3 3 2 1 3 3 2 3 3 2
76 Standard
m5e30. -0,993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 �� 61V LYNA_/
...-....
Custom Sae 28.131-0.130 3 3rl 3 3 7 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 S'� '- GENhortest ,2834• 20.130 4 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 A42
,-E at-lite a2.as4 3 4 3 4 1 3 4 t 3 a 2 3 a 2 3 a 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL•LEG WINDOWS,ea• CusgiamSa38.131-42.as3 3 4 3 4 1 3 4 t 3 a 2 3 4 21 3 a 2 3 x 2 SUBTRACT 1"FROM THE TIPTO TIP DIMENSION IN THE TABLE TO DETERMINE THE =* No.58705WINDOW SIZE.Standard Pr iew 34.194•-36.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 .0 _-
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTOTIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILA13LE SIZE. ;J441
-
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-411.391 �O�•.-WAOF
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ••,F ORIDP• \_�
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i S ••••• G
NAL
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN / '1 110",
PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 7:
Anchor Quantities Required for To to Tp Width
"Through-Frame"Installation 18" 25" 33' 37" 41 1 45" 49' 53-1/8'
usino Glass TvDes 8-15Jamb Jamb Jamh Jamh Jamb .Jamb Jamh Jamb
K K v m m m K ¢ R. u K ¢ � _
Bottomsasn s g" � E f f m s a
,,Des= on sash Heigh a, ; m
M� Range(in) o
br Gi.n Range $
¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m a m TABLE 78:
24' Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass
Equal-lite 15.964t 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Description)Listed from Exterior to Interior) Approsad 91 compbibig wtib
31" Standard Pic iew 12.994-15.963 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 8 3118'AN,.090"SG,3/16•'AN Dale Br{dm
Shortest 12 464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NOA6
Equal-Ida 15fi52 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3116"HS,.090"SG,3116"HS tltalaf Product nttN
Standard Prouew 15.944-19651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16"LIG:1/8'AN CAP,AIRSPACE,118"HS,.090"SG,1/8"HS
38-3/8' Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116'AN `-
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:1/8"TP CAP,AIRSPACE,116"HS,.090"SG,118"HS
Shortest 12.464-14130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13116"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG.3/16"AN
Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13/16"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS
Custom Sae 20 131-22 963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13116"LIG:3116"TP CAP,AIRSPACE, 118"HS,.090"SG,1/B"HS
Stantlard Prmiew 18 594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2
45' Custom Size 16,131-18.593 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Custom Size
15.131-16.130 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Cusrom Sae 14,131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Shortest 12464-14,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3
ci m Y
Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W
Custom Size 22131-24.963 2 2 7 2 2 7 2 2 t 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 � w
Standard Prouew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 mm
49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 }^ o arcp 0 Q'
Custom Size 16131-1 8 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 i W
Custom Size 14,131-16.130 3 2 1 3 2 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 r`-1 n¢ Z C3
in
Shortest 12.454-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 0 p W O
Equal4ae 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Z m i ' r
_ =LL Rd r
Custom Size 24.731-25.776 2 2 1 2 2 7:2 2 t 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 0 o CD
e Standard Proliew 20 864-24.130 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3cN
W- 03 J
Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 (_W V u a Q -
H
F 50.518' Custom Size 18.131-20.130 3 2 1 3 2 1 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 O Z a0 Z
Custom Sae 16.131-18.130 3 2 1 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 W
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2. 3 3 2 3 0 J LL
LL
Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m 0
� H O
Equal-lite 31.964 2 3 1 2 3 1 2 3 1:2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 = } �
Custom Sae 28.131-31.963 3 3 1 3 3 t 3 3 1 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® W F
Standard P.4- 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 a (�
Custom Size 24.131-25.793 3 2 7 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z Q taau5
63" Custom JS.e
22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Q W Z)
Custom 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 LL 0 S
O
Custom 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 0. Z LI,
r0
Custom 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 � 2 r
Shorte13.194"-16,130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 0 J Z
Equal- 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q
Custom 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3Custom 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3
76" Standard Pro30.994-34.13D 3 3 1 3 3 1 3 3 1 3 3 2 3 32 3 3 2 3 4 3 4 4 3 11 111111111177]
Custom Size 30,131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 ���•aNY LYNNM
Custom Sae 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 ..••-•-•.
Shortest 26.194"•28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 �_'��"•OCEN`sf••/`��1
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,
EqueHue 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3
eb' Custom Sae 38.131-42.463 3 4 1 3 4 t 3 4 1 3 4 2 3 6 2 3 4 2 4 4 3 4 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE Na.58705
WINDOW SIZE. =
Standard Prclj 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 x 3 4 4 3
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. -"0 'til (Y
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 S I
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVEO�'• S T OF CVS`
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. '•."(011101`.•-C\N
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN AL
PRESSURE OF W5 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.Lty'94 MI).WP.E.
P.E./t 58705
INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU
OPTION 1 - ----_ SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH r EMBEDMENT EMBEDMENT
FRAME INTO 2X WOOD 1/4'MAX SHIM 1/4"MAX SHIM --►I (+--
FRAME OR BUCKSTRIP. I SASH VISIBLE 17 I °
SEE NOTE 2,THIS SHEET. I O EMBED- 1 �— - 4 `
—� M'NT 1 EDGE I LIGHT WIDTH I EDGE tpp.ev.4 ne rnmp.ying x110111-
1 DISTANCE ) DISTANCE �'rsti•FT..3(na C ytc
1/4'MAX SHIM 19
27 1 FIXED VISIBLE J ;( •° 1 �i.r3:Pmd11t1 CaatmO
Of
L_- L-_J ( LIGHT WIDTH I
SEE TABLE r / III
1 NOTE B,FOR
` HEAD TYPE
30 18 i ��n�r.ivww
TYP.ANCHOR TYPE, I 44 I ,
FIXED EMBEDMENTAND "
VISIBLE EDGE DISTANCE PER t ,
LIGHT SUBSTRATE,SEE 31 5 R 5B a
HEIGHT TABLE 8.
TIP TO TIP WIDTH - TYP.ANCHOR TYPE,
n4S
f EMBEDMENTAND
EXTERIOR EDGE DISTANCE PER Lu V1
TYP.ANCHOR TYPE. HORIZONTAL SECTION A-A >
SUBSTRATE,SEE w o "aa
EMBEDMENT AND EDGE TABLE 8. 0 o ON
DISTANCE PER SUBSTRATE, }n o� a O Q
SEE TABLE 8. 1/4'MAX.SHIM '
14 DADE APPROVED MULLION,FBC VISIBLE LIGHT FORMULAS: p M �¢ goy rn z
46 55 (SHOWN FOR HI-RISE SILL;SEE O J o m Z o
COMPLIANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) Z u- C) ,1
43 OR STEEL STUD.MAY BE VERTICAL OR =LLl .- R 17 v r
TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U o
71p 63 USE EITHER 1 PROPERTIES,TABLE 8. @SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12' F Z V ¢ J vN 0 7m0
O> ^ ¢ Q
HEIGHT SWEEP LATCH @
HEIGHT(EQUAL-LITE) a F_1`>
MIDSPAN OR 2 O (A
TIP TO TIP HEIGHT2-3.73' Z � � Z
BOTTOM LOCKS I � �
INSTALLATION C9
SASH HEIGHT(PROVIEW) LL
VISIBLE OPTION 4 @FU(ED LITE:TIP TO TIP HEIGHT2 3.78' j O
LIGHT \ ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11 93' m 2 Z n
HEIGHT FRAME INTO METAL » J O
HEIGHT(CUSTOM SASH) O F
@FU(ED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,55' Z O aaus
�— @SASH:SASH HEIGHT-4.60' < UJ
EXTERIOR S TABLE 8' X p
<S 10 33 Anchor Substrate Distances Min.Embedment NOTES: 1-: za o
15 SHEET 10 FOR P.T.Southern Pine(SG=0.55) 9116" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J J CO
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL
SILL SHOWN.SEE Alurninum,6063-T5 min. 318" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
7'WEEP a;l.l �sa0 sayac
a2 18-8 or 410 A36 Steel 318" 0.063" THE WINDOW.
NOTCHAT STANDARDSILL. SS Screw ``
EACH END Steel Stud,Gr.33 min. 318" 0.045'(18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \�� NY LYNN
1/4"MAX. 8.ALL WOOD BUCKS LESS THAN I-12"THICK ARE TO BE O..-•••••...
(
Concrete m ) " CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL
in.3.35 ksi 1" 1'3/4
SHIM 1/4"410 SS ��•' F l�
CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS = Q;
P.T.Southern Pine(SG=0.55) 1" 1-3/8" DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1X AND 2X BUCKS _ * NO.58705
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _
NO ANCHORS Concrete(min.2.85 ksi) 1" 1-3l8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = G
REQUIRED IN ,• ° 114"Steel %�)
)O INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR "U p
Ungrouted CMU,(ASTMC-90) 2-1/2" 1-1/4" r�
FLANGE OR •, s Ultracon ARCHITECT OF RECORD. (- q OF
EQUAL-LEG P.T.Southern Pine(SCI-0.55) 1" 1-3/8" F_L ORIDP.•'' \�
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ' iss/ ••• NG��\
° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT OPENING)IS MEASURED FROM BEADING TO BEADING.
�// ONAL
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE
P,E.N 58705
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION f _T___ ______r__-1 SEE NOTE 2,THIS SHEET EMBEDMENT
ANCHOREDTHROUGH 1- I EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP. 1 ~ ' ild"MAX SHIM 1/4'MAX SHIM
SEE NOTE 2,THIS SHEET =` 1 C EMBED- I {� SASH VISIBLEI ( T
i MENT EDGE e I LIGHT WIDTH 17 1 DISTANCE 'GE i'%'°B6Qaa tssmp{ylp6.w1t8 im
DISTANCE I I !•'"''-ic!a B/eiJiOe .
y�� 1
1/4"MAX SHIM - 19mmw
I' eOAs•
T1 FIXEDVISIBLE / Y1,,-ffiN 9o-3e Pn:dn "Iftw
SEE TABLE � LIGHT WIDTH
3 NOTE B,FOR I 11
t `
30 18
HEAD' f �ww✓vvn�.r.nniw i \�/ ••
TYP.ANCHOR TYPE, I 44
FIXED EMBEDMENTAND -
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE `
HEIGHT TABLE 8. 31 5 OR5B
6
BUCK WIDTH TYP.ANCHOR TYPE,
32 EMBEDMENTAND ti 00 1'
EXTERIOR
TYP.ANCHORTYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER � 3:
�L SUBSTRATE,SEE w o 0 "aa
45 EMBEDMENT AND EDGE v TABLE 8. o oa U)
DISTANCE PER SUBSTRATE,
SEE TABLE 8. } alnp O
114"MAX.SHIM VISIBLE LIGHT FORMULAS: p M F w U) O
46 55 I I (SHOWN FOR HI-RISE SILL;SEE o n¢ Z o
SHEET 9 FOR STANDARD SILL) Z LL (D m_i
BUCK 43 13 I COMPLIANT A UM NUDADE APPROVED LM/STEEL FRAMING WIDTH U
HEIGHT 63 USE EITHER 1 , OR STEEL STUD.MAY BE VERTICAL OR CQ F-Z 'a a J Oma
SASH 8 FIXED LITE:BUCK WIDTH-4.12" W J v
SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE o LU '� Q
S I HEIGHT(EQUAL-LRE) n> r
T
BOTTOM
NOR 2 PROPERTIES,TABLE 6. p V U)
T % BOTTOM LOCKS BUCK HEIGHT/2-3.23' ,-Z Z
SASH ) INSTALLATION HEIGHT IPROVIEM O
LL
VISIBLE I EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT +4.28" j
2 ZO
LIGHT } I LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.43" _ � 00
HEIGHT FRAME FRAME INTO METAL ® W O
SSHOWN HEIGHT(CUSTOM SASH) W
@FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55- Z rn laaas
@SASH:SASH HEIGHT-4.60" zF rn X
Pi
EXTERIOR POPTION.ALHI-RISE
TABLE 8: 0 W Qo33 AhSubstrate Min.Edge Min.Embedment NOTES:
ncor Distance15 P.T.Southern Pine(SC--0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J C3#12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W
SILL SHOWN.SEE Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF aiN�l asap sa�,as
1"WEEP 42 SHEET 10 FOR 18-8 Of 410 THE WINDOW.
SS Screw A36 Steel 3/8" 0.063"
NOTCH AT STANDARD SILL.
EACH END 1/4"MAX Steel Stud,Gr.33 rrin. 318" 0.045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1`,Y LYA1Aj,"1,
8.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE ����
SHIM 1/4"410 SS Concrete(min.3.35 ksi) 1" 1-3l4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL `r�•_tGENgF��/�l
Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
CreteFlex DEPICTED AS 2X ARE 1.12"THICK OR GREATER.1X AND 2X BUCKS
P.T.Southern Pine SG 0.55 1" 1-318" N0.58705
NO ANCHORS � ( ) (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER `�� •; .�_ :;
REQUIRED IN Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _
1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
FLANGE OR Ungrouted CMU,(ASTM C-90) 2-112" 1-114" - 5f(g :• _
Ultracon ARCHITECT OF RECORD. ff tV
EQUAL-LEG - P.T.Southern Pine(SG=0.55) 1" 1-3/8" %�c�'- S of �U`
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i�s '•:c�ORIDP`.-''G���
• ° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING AL����\\
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. I I N t111
C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
P.E.0 58705
1 J
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES I r
EDGE
DISTANCE DISTANCE
I-�- EMBEDMENT II'�In �'', I"'
--i_�� EDGE �'hl"I I. I• I fl I
,I�\ 114'MAX SHIM
'A
�' DISTANCE 1 1/4"MAX SHIM I .
1 5 L� SASH VISIBLE 17 I I'I (�� a"vedm complying w tb a.
LIGHT WIDTH I ,5 I J+3xii5' 'i"NARIEF,
il EMBEDMENT � Cb
27 "MAX.
EMBEDMENT / ,•� i FIXED VISIBLE
IM 1 I I r (I LIGHT WIDTH 1 "`''''�• f�I
RE;k@\TYPANC HORTYPE,
EMBEDMENT AND EDGE M^
FIXED DISTANCE PER SUBSTRATE, 44 _
VISIBLE SEE TABLE 9,
LIGHT
HEIGHT I 31 5 R& 5 -
BUCK WIDTH
1i 32 TYP.ANCHOR TYPE, W z m U)
HORIZONTAL SECTION C-C EMBEDMENT AND EDGE
w o 0
45 DISTANCE PER SUBSTRATE,SEE •"aa
DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O y o U
14 COMPLIANT ALUMINUM/STEEL FRAMING N z v "IOC 0 Q
1/4"MAX.SHIM +{ OR STEEL STUD.MAY BE VERTICAL OR O V F ui U O
2
HORIZONTAL.SEE SUBSTRATE J o a m Z o
PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z L- m� g
43
BUCK 13 I (SHOWN FOR STANDARD SILL;SEE W U 9 j r-1
—Ti 1`
SHEETS 7 OR 8 FOR HI-RISE SILL) "•OJC
USE EITHER 1 F Z s a J
HEIGHT 63 #10 OR#12 STEEL LuQ CirC
SWEEP LATCH @ I WIDTH o e F
BOTTOM LOCKS
6 55
SELF-DRILLING t• as U
MIDSPAN OR 2 4@SASH 8 FIXED LITE:BUCK WIDTH-4.12"
SMS(G5),SEE TABLE 9. o Z m o Z
� v
HEIGHT fEOUAL-LITE) U. Z
SASH BUCK HEIGHT2-3.23" Z O LL
VISIBLE I INSTALLATION O
LIGHT HEIGHT(PROVIEW = WOPTION 7 WHEIGHT ( @FIXED LITE: + . U
ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" u (_j U
INTEGRAL FIN INTO METAL = Z Z 1aa45
HEIGHT(CUSTOM SASH) (/) FL
@FU(EDLITE:BUCK HEIGHT-SASH HEIGHT-2.55" ¢ 2 J Q
STANDARD SILL
EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" p Q O
Z 2
33 PREVIOUS SHEET ¢ O r
8 FOR OPTIONAL
42 W 2
1"WEEP HI-RISE SILL. U -� Z U
NOTCH AT--'\,
EACH END TABLE 9: w;' �saC _as
1/4'MAX Min.Edge Min. NOTES:
SHIM Anchor Substrate '`Q�yy LYN. 4"
Distance Embedment i)USE ONLY SUBSTRATE-APPROPRIATE .��' /'i"
2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW : '��.•'�,1GEN,gF•.l�
T 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 318" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ��: -.\
•F
INSTALLATION OPTION SHOWN MAY BE USED •P
O 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. =* No.58705
7YP.ANCHOR TYPE, -
EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 318" 2.438 -
2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO _
DISTANCE PER SUBSTRATE, P.T.Southern Pine(SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS �).: �_ LUQ
SEE TABLE 9. #10 Steel TNSshead Screw Or 0.125"Aluminum,6063-T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. %p ST E `
(SCREW SHOWN) EMBEDMENT #12 Steel,18-8 or 410 SS 'PCORID(`. \���
0.05(7'A36 Steel 5/16" 0.05 %FS ••..... G
VERTICAL SECTION D-D screw 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 ��/ONAL 1e,,,\
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
A LYNN MILLER.P.I-
P.E.#
P.E.#58705
2 560" 3.185" 2 060' �I
2.848"
2.848" 1
F� .062" ,.125`
2.848" a
.062' .062•.
2.112' 2.724`
2.724" 2.724" 1-
1.489' h- i;:rnved a cnoc{dying wuh 11n
.987Lli
" 1 125" fMrF.t•r%lJing Cy° D
.062" .062' .062' 0"r IL
:•EExu:"..:..r➢rudleet Met!
O FLANGE FRAME HEAD O INTIXEDGRAL FIN FRAME O EQUAL LEG FRAME HEAD aO FLANGE FRAME JAMB O JAMB RAL FIN FRAME O EQUAL LEG FRAME JAMB
2.798' 2.798' 2.798-
2.798' 2.798" 2.798" �I
i00
W ? 00 Y
Ln
3.008' ]
O ar
2.841' 3.466" 2.341' 3.508' 4.133' cr W
O w o
.062" .062" 1- ^ :l°p O
.062' .062' ,p52• 062" O N i w D_ Q
O a¢ Z Z
zLL - 2 i
=W- L,
1125,1 125' J
FLANGE FRAME SILL 1.125" EQUAL LEG FRAME W 2 00
OFLANGE FRAME SILL LLO EQUAL LEG FRAME SILL +a 12 Z
HI-RISE + SILL HI-RISE Wc° Q 9,0
Oe INTEGRAL FIN FRAME SILLo o
�� INTEGRAL FIN FRAME Z O�
2.273' -►� OSILL-HI•RISE Z
(7 LL
�{ 1.300" .120" 2.273" O
I O
.170' SILICONE HOT-MELT BUTYL m W ,
STRUCTURAL 8 m W
POLYISOBUTYLENE 1/4"NOM. STRUCTURAL 3116"NOM. u U. i
2.772" 1MTH SILICONE = Z
2.211" 2.105' •062' DESICCANT FOAM WI
j U)
DESICCANT ¢ Z
2.150" .062' 1.235' LL O Qo
.062" I EXT.GLASS O Z :D O
li EXT.GLASS ~ O r-
I II 1.300' �-+- INT.GLASS INT.GLASS tJ J X U i
.062:. I 1.300" I-+- 1.3D0" f Q"" W
SASH BOTTOM RAIL- 70 KODISPACE 4SG TPS 7, SUPER SPACER®NXT T
i9 SASH TOP RAIL td FIXED MEETING RAIL is to SASH BOTTOM RAIL t7 SASH SIDE RAIL
HI-RISE ```{I1111111j2'
ANY LYNA '�..
ALUMINUM POLYISOBUTYLENE DESICCANTFILL ��`•• CEN MSC �i
1.446' REINFORCEMENTSEAL 5116'NOM. -• �, se •:��
BUTYLa
� •.�
1.522" .040' .634" 1 .465" -� .617" �.496'� + ROLL-FORMED SILICONE SEAL _ :. No.58705
L.040' 62P 1 I 1 DESICCANT STAINLESS STEEL
.813' }T .802' 602' .802' .602' FOAM / I ;-0 ••Kr '
I IXT.GLASS O SAT OF
IXT.GLASS T
1.370" -070" .070'
.045" .050" � � •'•R,L ORIDP,..•'
HEAD ANCHOR n INT.GLASS INT.GLASS
26
,e COVER le SASH STOP COVER 25A IG BEAD 258 IG SNAP BEAD 5/16"LAM]BEAD 7116"LAMI BEAD O ® O to '1111 I{I..
1,11
DURASEAL SPACER 73 XL EDGE SPACER
72
A LYNN MILLER.P.E
P.E.M 58705 tI
t
TABLE 11'
I#m PGT Part# Description Material 51 ASSEMBLY DETAILS FOR
1 642001 Head.Flange Alum.606346 FLANGE FRAMES
2 624017 Head.Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR).
3 624028 Head,Equal-leg Alum.6063-T6 0
4 624004 Jamb,Flange Alum.6063-76 4
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1
5 624020 Jamb,Integral Fin Alum.6063-T6 51 1ppmred 6uidil lyiag wfm W-
FLri.ta
SA Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063IN,
752
6 624031 Jamb,Equal-leg Alum.606376 Iosu LL
Of.Ii -O
6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-752 40 HEAD Vttsffit toxsa Prom "
7 624002 Sill,Flange Alum.6063-T6
8 624018 Sill,Integra)Fin Alum.6063T6 INTERIOR 41
9 624029 Sill,Equal-leg Alum.6063-T6 b
10 624003 Sill,Hi-Rise,Flange Alum.6063T6 JAMB
11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6
12624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 r
13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR
14 624005 Fixed Meeting Rail Alum.6005A-T61
15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB Y
16 624068 Sash Bottom Rail Alum.6063T6 w 3 rn
17 624007 Sash Side Rail Alum.606376FIXED MEETING RAIL W o 0 818 624051 Head Anchor Cowr Alum.6063T6 D o o OU)
19 624015 Sash Stop - Alum.6063-76 0 nj O Q
O� h N
25A 624009 IG Bead Alum.6063-T5 Z
CD
256 624011 IG Snap Bead Alum.6063-TS Z
ii= � o
26 624013 5/16"Lami Beading Alum.6063T6 S v r
27 624026 7116"Lami Beading Alum.6063T6 ° SASH BOTTOM RAIL 6� d ®a Fo
30 sTP247 Glazi Bead,Bulb Vin I for#624023 Vin I 4 SASH ° a
ng Y Y lW—Z v i s U °
31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl SIDE 16 o> - F
32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL o Z rn o
33 624049 Bottom Latch(@ Sill) Alum.6063T6
JAMB LL
34 Setting Block(1/8"X 1/2"X4") Neoprene Z O
35A IG Setting Block(1/8"X 314"X 4") Neoprene = F
35B 724014 IG Snap Setting Block Vinyl 77 g W W
36 724044 Bottom Rai)Weatherstrip Extension C7
37 724053 Sill Gasket Polyethylene 37 F Z W 1aa45
38 724054 Sash Top Rai)Gasket Polyethylene
39 724055 Sash Bottom Rai)Gasket Polyethyleneo j 00 Qo
40 724057 Head Gasket Polyethylene Z ,a
41 724063 Meeting Rai)Gasket Polyethylenew M _
Q
42 612260 Sash Bottom Rail Bulb Vinyl Polyethylene U m co
elhylene 3g
43 Weatherstrip,.270".x.187",Fin Seal(@ MR) 's
44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail)
45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) ``711111 I I Illrrr
46 torles Balance with Co%er 8 Trim Rigid VinylSILL TABLE 10:MATERIAL PROPERTIES USED �7 NY LYN/V�
51 781PSCX #8 X t"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS:
55 7834AA #8 X 314"Ph.PN SMS(Balance) Stainless Steel 7 Material Min F, Min.F. Qom:• '•.�
63 Alum.Screen with Fiberglass Mesh Varies
Steel Screw 92 ksi 120 ksi No.58705
70 Kommeding KDdispace 4SG TPS INTERIOR 18-8 Screw 60 list 95 ksi _
71 - l]uanex Super Spacer nXT See Sheet �1 410 Screw 90 ksi 110 ksi =-'p •. AM
72 - Guanex Duraseal Spacer 10 for 51 Elco UILraCor� 155 ksi 177 ksi ��� F <l/�
Materials NOTES: 410 SS Elco CmteRex® 127.4 ksi 189.7 ksi T F p : R.
73 - Cardinal XL Edge Spacer •.,LOR1O•,. Gam`
6063-75 Aluminum 16 ksi 22 ksi
74 - lbw 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A36 Steel 36 ksi 58 ksi
Gr.33 Steel Stud 33 ksi 45 ksi rr I I I I 1111117
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER.P.E.
P.E.tI 58705