HomeMy WebLinkAboutNotice of Acceptance, single hung window i
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MIAM_I-DADS
R .X V_Mei® i MIAMI-DADE COUNTY
UCT CCTION
CODE COS�"`LIAOC�1805 .26 StreetONTROL SE,Room 208
DEPARTMENT OF REGULATORY AND ECONOA E E� 1F! Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISIO m (7 6)315-2590 F(786)3 B-2599
NOTICE OF ACCEPTANCE (NO www.miamidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes.If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.-
DESCRIPTION: Series 11SH7700A"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,with revision A dated 03/11/20,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: 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 distributol
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#18-0430.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4�
as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0401.11
MIAMI•DADE COUNTY Expiration Date: August 23,2023
"'0 B
Approval Date: July 30,2020
Page 1
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PGT Industries. Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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1. Submitted under NOA# 18-0430.06
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 6"
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
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
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Carlos M.Utrera,PX.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date. July 30,2020
E-.1 ��
II
PGT Industries,' Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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 6tn 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.
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Carlos M.Utrera,P.E.
i Product Control Examiner
NOA No.20.0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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PGT Industries.' Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j
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2. New 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, with revision A dated 03/11/20, 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 ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20=2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20,all signed and sealed by Idalmis Ortega,RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6«Edition
(2017)and FBC 711 Edition(2020),dated 03/13/20,prepared by manufacturer,signed and,:
sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS i
1. None.
,i
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-3
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PGT Industries,I Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6*Edition(2017)and FBC 71b
Edition(2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest,dated March 10,2020,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section,dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their"Series
"SH7700A'Aluminum Single Hung Window—L.M.I."approved on 08/23/18 and
expiring on 08/23/23.
i
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
I Approval Date: July 30,2020
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SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-13n8'MAX.O.C�
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF DESIGN PRESSURE RATING IMPACT RATING
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURWME ZONE(HVHZ). MAX18.3A1° VARIES PER GLASS TYPE, LARGE&SMALL MISSILE
/2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
SHEETS 2-6 IMPACTRESIST'ANTD-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.
3)FOR MASONRY APPLCATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. 17'3/4" 52-18"MAX BUCK WIDTH �--
(17-0/4'BUCK) ` 9-12"MAX. �-
APRHERNPIMASONRY ASTMNCHORS.CONCRETE
MATERIALS USED ANCHOR AND CONCRETE
WITH
MIN.
� MAX. I (rI=.BUCK) 6'MAX.O.C. r 4-11/16'MAX PRODUCT REVISED
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE r_ O.C. D,SEE 1 as Building
lnp with the Florida
PERANCHORTYPE. SHEETS8&9 SHEET/0 1 Buliding Code
'f'� _'�_�''I NDA�No. 20-0401.11
4)ALL WOOD BUCKS LESSTHAN I-12'THICKARETO BE CONSIDERED IX INSTALLATIONS. SHEETS &9>A.SEE` SHEET 10 ; I Expiration Dato 08/2312023- ---
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD - - -
__ BUCKS DEPICTED AS2X ARE 1-12"THICKOR GREATER-IX AND 2X BUCKS(WHENUSED) EQUALLY I I /
_ SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED I / Miami-uade Produet Control
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, ANCHORS ANCHORS PER
OR ARCHITECT OF RECORD,(AOR). TABLES B&7 O i i/ 17-3/67 MAX O.C. Be i I/ A)UPDATED TO FBC
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 0 I CQ' c 2020,REVISED ANCHOR
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP MAX. TYPE TABLE.
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1/16"MAXO.C. TO BUCK
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND X I Q TIP X' 4 HEIGHT
THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I / HEIGHT I L/ JR-03/11/20
ANCHORS PER I i 13-5116"MAX.O C I �•
6)1W MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS TABLES 6&7 -
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. i __ 5'MAX, I W m Y Q
9-1lC MAX. -� O.C. _C > O •noa
7)DESIGN PRESSURES: (9"MAX.BUCK) i Q A CYCLE DESIGN LOADS BASED ON STRUCTURAL&CYC TESTING AND GLASS PER 1
ASTM E1300. A �- woo O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE NO ANCHORS ATSOl 1 O a O
TESTING AND GLASS PLR ASTM E1300. B D f-- O"t (1)
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. -�-�53-1B"MAX.TIP TO TIP WIDTH V WEEP NOTCH 4-11/16"MAX. �1"WEEP NOTCH O J o Z
AT EACH END AT EACH END Z O-m W n
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST'THE WNDLOADS UUG cur17 r
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/395 STRESS INCREASE ELEVATION FOR'fYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH _
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION FW-Z
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO UJ Z OMO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE o `� vJ O
TABLE 1:ALLOWABLE GLASS TYPES r Z�.
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass Op USER INSTRUCTIONS: Z ¢ .-
Description(Listed from Fxtedorto IMedor) O
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table A 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z ?yj LL
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORITY HAVING I 1/8""AN,.09D'PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE7. O
JURISDICTION. _
2 13(1(r LIG:11W AN CAP,AIRSPACE,1/6'AN,A90°PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® m J o'S
10)REFERENCES:TEST REPORTS FTL 18-7835.1&18.7835.2;ELCO ULTRACON NOR; 3 13/16°LIG:1!6"TP CAP,ADTSPACE,I/8°AN,.090°PVB,10 AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN �
DEIWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOR;NATIONAL DESIGN 4 1B"HS,.090"PVB.1/8'HS 4 PRESSURE FROM TABLES 2S.IT MUST EQUAL OR EXCEED THE z Z Imo-
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING F 0 Z
5 3/16"AN,.09W PVB,3/16'AN 4 OBTAINED IN STEP 1. QQ
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 016"LIG:3/16'AN CAP,AIRSPACE,1/B"AN,.09W PVB,1/8"AN 4 j - o
7 13116'LIG:3/16"TP CAP,AIRSPACE,1B"AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8&7. z
8 311W AN,.09D"SG,3116-AN 5 w W
FIGURE A.ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALLAS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET B ¢ :3
Z 2
9 3116"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEETS FOR INTEGRAL FIN "'1 W y
•--�-� WIDTH -�•{ WIDTH {-►- �T-{ WIDTH �+•- 10 13116'LIG:1/8"AN CAP,AIRSPACE,1/8°HS,.00'SG,118"HS 5 INSTALLATION. Q O
r- —� �lll •ase0 rauas
1 I I 11 13/16'LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090°SG,3/16'AN 5
12 13116"LIG:1/8"TP CAP,AIRSPACE,1!8"HS,.DW SG,118"HS 5 PROCESS R ALL
PRESSURE RATING(FLANDETEGE,
INTEGRAL
IS THE SAME
�/ 13 13116'LIG:1/8'TP CAP,AIRSPACE,3/16"AN,.090'SG,3/16"AN 5 EQUAL EGBOX). FRAME TYPES(FLANGE,INTEGRAL FIN ORA�vX LY/vt
w w w 14 13116'UG:3/16"AN CAN AIRSPACE, 1/B"HS,.09D"SG,1/8"HS 5 `���,0.•.. •N��
15 13/16"LIG:3116"TP CAP,AIRSPACE, 1B"HS,.090"SG,11W HS 5 �CCENS .,
+ �1"r:• No.58705 �
CODES/STANDARDS USED: SSG-KURARAY SENTRYGIASo INTL72LAYER BY GENERAL NOTES.................._........._................1
- _-
RECTANGULAR RADIUS-TOP RECTANGULAR •2020 FLORIDA BUILDING CODE(FBC),711i EDITION KURARAY AMERICA,INC. ELEVATIONS..................__........................._.....1
PVB=KURARAY TROSIFOLP PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4
WITH EQUAL WITH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION KURARAYAMERICA,INC. ANCHOR QUANTITIES_...._...............................
5-6 � S 131�'- :'•/1/�
LTTE SASH SASH SASH •ASTM E1300-09 AN=ANNEALED C',�•.,• TE OF 1V�
INSTALLATION, ......................_.._......._7 � ORIDP,.•'_�
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENEDLEG
ALL SHAPES WITH ALL SASH CONFIGURATIONS AREAPPROVED.SHAPES • INSTALLATION,EQUAL ........_......._..............8 s •......
MAY BE USED BY INSCRIBING THE SHAPE INABLOCKAND OBTAINING •p SI S100-16 DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,
ONOPROF�ILES�.FIN.....-.................0 L
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 360.16 1r�'�'
TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LISL......_. ....11 A LYNN�tI 1 P.E.
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TABLE4: _ _ - TABLE 5: -
-Design Pressure(@efR2)tdrOlasti Types t� 5116'NOM. De& n PressureforGlase s B-18 I18'AN GLASS 15•HS GLASS
1- GLASS STACK Bottom Sash lip TaTp .OSv .OBO'SG
DescAluan Rome(M) nplMdh 0 .G90'PVB 1l8'HS GLASS for�P00n �� VIIId01 30 9116• GLASS 30 18-H GLASS
for Gmem Range b3.11B` 11 LASS � fi3.1B• 2e 2e
2V Equd4de 1x464 +BSA FDA 30 24' EquaNee 12484 +80.0 -110.0 1W NOM. 121NOM.
EquaNOe 15.984 +85.0 4m.0 EgnmFlile 1&tt64 480.0 -110.0 GLASS BETE OR
GLASS BILE
12°NO 31• Standa l PmNDA 12994-15.9W +80.0 -110.0
31" Stemdhrd he 12915.SS4 83 485.0 �.0 GWSS BITE
Shode+l 12481-12993 +8&0 mA SI t 124 6 4-12-OW +80.0 -110.0 74 - 74 PRODUCT REVISED
E@nH to 19.652 +61.0 -Me Equw40e 11652 +810 -110.0 34 34 as complying with the Florida
9toMad Pmmlaw 1&Q44-roast +6&0 •BD.D 74 GLASS TYPE8 GLASS TYPE9 Building Code
Standard Pnalm 1&14-10.651 +00.0 -110.0
34 NOA No. 20.0401.11
383/8' WBtOrlm Size 1&131-7&943 +B5.0 480.0 GLASS TYPE4 3&3/8' Custom Size 1&131-16.B43 i80.0 �I10.0
GUstorn Size 14.131-t&130 +BSA •80.0 Custom size U.191-15.130 +BOLD 410.0 �J 131IWNOM. �-13f18'NOM. Expiration Date OS12312023
Shortest 12464-14.180 480A 410.0 I GLASS STACK GLASS STACK
Shortest 1248{-14.190 +6&0 -eaD 7116'NOM. .090'SG .OBD•sr. By ) --
Eq-PAW 22.984 ♦6&0 -me GLASS STACK Equal40e 22.954 +80.0 410.0 AIRSPACE AIRSPACE Mlaml-Dodo Product Central
Custom Size 20.131-22963 +85.0 .80.0 Custom Size 24131-22883 +BD.O -77D.D 1B'AN G 18l'HS GLASS 1/B"AN GLASS VtW AN GLASS
StMXMPfWw 18.594-20.130 4MO -BOA .090' 3n6'AN GLASS Standard Pmlew 18.594-20.130 +80.0 410.0 31 74 31 74
45• Custom Size 1&131-14593 +BSA •80.0 30 3116' GLASS 45' Custom Size 18.131-IMS93 +80.0 -110.0 �"� - A)NO CHANGES THIS
Custom Size ,15.131-16.130 +65.0 -60.0 27 Custom Sim 15.131-1&130 +80.0 -110.0 ®OR 12'NOM. wry"" 12°NOM. c SHEET.
Custom Size 14.131-I5.130 +a •BD.O 12'NOM. Cuslan Stm 14.131-1&130 +BOLD 410.0 mORER GLASS BITE EXTERIOR GLASS BITE
Shortest 12484-14.130 +61,0 -aa0 GLASS SITE shaded 1x469-14.190 +IW.O -110.0 ( a ¢ JR-03111/20
Equate 24AB4 +65,0 A0.0 Custom Size 22131-7A.9&7 me 110.0 RUM 7673 ^OR 7173
Custom Siz0 22131-24.t163 485.0 -80.0 74 GLASS TYPE 10 1 GLASS TYPE 77 _
Stardmd PrWew 24194-22130 +MO -60.0 34 StondBnl PrOdew 20.1B4-22130 4840 -110.0
49' C=g5ize ta131-20.183 +BSA -80.0 GLASSTYPE6 49" Custom Size 11L131-2D.193 48a0 -110.0 W Go Y
Custom Size tfi131-18,130 +Mo -N.0 Custom Size 1&131-18.130 +6D.0 410.0 13115•NOM. 13118'NOM. O_ naR7
Custom Size 14.131-10.130 +65.0 -SO.D .,1 13116'NOM. Custom size 14.131-16.130 +80.0 410.0 �- GLASS STACK �-GLASS STACK O
Shotest 12464-14,130 +BSA •80.0 I GLASS STACK ShMest 12464-14A30 480.0 -110.0 .090'SG .090'SG 13 N to
0.
EguaNite 2&777 +65.0 aa0 •PVB Equal40e 2fi777 +80.0 •110.0 AIRSPACE AIRSPACE (D N aJ00 Q
i �i I V TP GLASS 18"HS GLASS 118'7P GLASS 3116'AN GLASS O
Custom Size 24.131-25.770 +610 �80.0 AIRSPACE Custom Size 24.131-25.77e +80.0 410.0 O g 05 Z
8 Stendam PIDJOw 2D.544-24.130 +MO -80.0 3/19'AN iB'AN GLASS a Stmidand Pmdew 20.844-24.130 +80.0 -110.0 31 74 71 74 O J p W O
o Custom Size 20.131-20.B43 +65.0 -60.0 31 74 a Custom Size 20.131-20.843 +80.0 .110.0 ®OR Cl.... Z U-tU L.
F 50518" F 60NB' 12'Nam. k9OR 12'NOM. =L
Custom Slze 14131-20.130 +65,0 •80.0 Custom Size 1&131-20.130 +60.0 -7140 B
®OR E%TERIDR GLASS BITE E%TEmD$ GLA B� U(-) uNOID
Custom Size 1fi131-1fi130 +05.0 •80.0 12'NOM. Custom Size 1fi131-16.130 +Sao -110.0 (�1 (''7 W-to J .eN
Crstan See 14.131-1fi130 +65.0 -80.0 EXTERIOR GLASS BITE Custom Size 14.131-16.130 +80.0 -110.0 `r-' `3 O W v Q 9M0
Shortest IZ464-14130 4MG •80.0 Shortest 12464-14.130 +80.0 -110.0 70-73 747J 7• `- F-
EgaaNile 31.9D4 +65.0 •60.0 EqualCe 31.064 +BOLD -110.0
70-73 `-' R 5 GLASS TYPE 12 oft GLASS TYPE 13 Z Z
Wotan Size Z&131-31.963 4fi1,0 80.0 ®OR GLASS TYPE8 Wsfom Sire 2fi131-37.983 48MO -110.0 O
Standard PrUVW 25.784-28.130 +BSA -MO Standard PmYew 25.794-20.130 +80.0 -110.0 Z LL
Wsfan Sire 24131-2&793 4MO -80.0 Custom Size 24.131-25.793 +80.0 -110.0 13(16'NOM, 13I76'NOM. O
e3' Custom Size 22.131-24,130 4MO -80.0 13/16'NOM. Or Custom Size 22131-24.130 -60.0 -1 OOLO GLASS STACK I GLASS STACK m 2 v
��- .
Custom Size 20.131-22130 -MO •Bat GLASS STACK Custom Size 20.731-Zx730 +80.0O -710.0 09D'SG ® W.090"SG AIRSPACE AIRSPACE m J
Custom size 18.131-20.130 +65.0 -80.0 AIRSPACE 090'PVB Custom Size 18.131-20.130 +SOLD 410.0 3116'AN G 1/8'HS GLASS -(r TP GLAS 118-HS GLASS Z 4aagS
Custom Size 1EL131-18.130 +65.0 -80.0 allr TPGLASS �.�GLAS.4 Custom Size 1&131-18.130 +8mo 410.0 31 at Z
Shortest ISA04•-16.130 485.0 •80.0 31 shortest 13.194--18.130 +60.0 410.0 74 74 O CA
E9w-9te '38.454 +10 •SD.O 74 Equa-0te 3IL454 +80.0 .110.0 ®OR 12'NOM. R 12'NOM. 7 Ull
J O
Custom size 38.131-34483 +85.0 410 0 ®DR 72'NOM, Custom Size Sfi131-38AS3 +80.0 410.0 GLASS BITE 1;?�g GLASS BITE _ Z_ Go G
Custom SlzO 34.131-38.130 +BiO 80.0 pnEpn GLASS BITE Custom Size 34.131-38.130 +�.0 -110.0 a PZ' h¢'• _
79" Slandad Pmdew 30.9%-34.130 +65.0 -00.0 76' Standard Pmkew 30.994-34.130 +80.0 41OLO J IL W
Custom Size 30.131-30A44 +65.0 -80.0 Custom size 30.131-30.693 -80.0 -11DA ®OR 70.73 ®OR 70.73 Q 0
Custom Size 2fi131-30.130 +65.0 -80.0 ®OR 70.73 Custom Size 2fi131-30.130 -80.0 41MO GLASS TYPE 14 GLASS TYPE 15 a111 'osa0 seua5
Shotest 2SAW-28.130 +65.0 Z.-o GLASS TYPE Shortest 20.194•-28.13D 480.0 -1100
EqueMda 111 +65.0 -60.0 EquaNAe 42464 +80.0 -110.0 `.�1`�'O�Y LYWn/I7/I
ea' Custom S ze 3&131-42463 4B&0 80.0 Bar' Custom S ze 38.131-4x463 +80.0 llO-O �� �`•'VGEN$F�iY�':
Stardard PmJnv 94.184'-3&130 +6OL0 �0.0 Standard PlWew 31.194'-34190 i80.0 -110.0
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 NO.58705
MNIMUM 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-49.808 y
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 - 9�1 Q :�=
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1-FROM THE 71P TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE SI�NAL III[00
2)FOR S12ES NOT SHOWN,ROUND 1ETO THE NEXTAVAILA13LE 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=TFMERED A LYNN MILLER,P.E
4)WINDOWS WITH THE LOW SILL OP710H ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGA71VE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E958705
TABLE 6:
Anchor Quantities Required for nP m Tip W4dsh
"Through-Frame"Installation 18• 25' 33• 1 3r 41• 1 46" 9 49• 1 53-1/8•
us Ina Gleas Tvves 1-7 Imo 11nn lamb �w ffnn pafCamu ¢mmb Imne Iano b tone b
BMW Sash @ g g
Desta"on .^�8ett Henri m m Ye9 m m m m o g3
Ter Ghen Range a 8°) 1 �' m TA 86'
24• Egv3urte 12464 112. 1 1 2 1 1 2111 1 212 112 21112 211 2 2 1 2 2 Gledts Description(Llstod from Exterior to Interior) PRODUCT REVISED
FAuraWte 15964 1 2 1 1 2 1 1 2111 1 212 112 21112 2 1 2 2 1 2 2 Type as eompwng with the Florida
31" Standard Pfmi ww 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 21212 2 2 2 3 2 2 2 1 1/8"AN,.1E0"PVB,1/8"AN Building Code
Shortest 12464-12.993 2 2 1 2 2 1 2 z 1 2 2 2 2 2 21212 2 z 2 2 2 z 2 2 13/16"LIG:1/8"AN CAP,AIRSPACE.1/8"AN,.090"PVB,11W AN xoA-No. 20.0401.11
Egdt-ate 19.852 2 2 1 2 2 1 2 2 1 2 2 2 2 2 21212 2 2 2 2 2 2 2 3 13l18"LIG:1/8"TP CAP,AIRSPACE,118•AN,.090"PVB,1/8"AN Expiration Data 08/2312023
Standard Plodew 16.944-18.651 2 2 t 2 2 1 2 2 1 2 2 2 2 2 21212 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS gY = '
384t8• Custom Size 15.131-15943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 21212 2 2 2 2 2 2 2 5 3116'AN,.GW PVB,WIG'AN Mlaml-0ado Product Control
Custom size 14.131-15.130 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13T18'LIG:3/18•AN CAP,AIRSPACE,1!8"AN..090'PVB,1/8"AN
Slit 12464-14.130 z z 1 2 2 1 2 2 1 212 z 2 2 2 212 2 z 2 2 2 2 2 7 1311W LIG:3/16'TP CAP.AIRSPACE,US'AN,.W M 1/8"AN A)NO CHANGES THIS
P_q-Wde 22M 2 2 1 2 2 1 2 2 1 212 2 2 2 2 2 2 2 2 2 2 2 2 2 ii SHEET.
Custom Size 20.131-22963 2 2 1 2 2 1 2 2 1 212 2 2 2 2 2 2 2 2 2 2 2 2 2
Sterdad Preview 18.594.20.130 2 2 1 z 2 1 2 2 1 212 2 2 2 2 2 z z z 2 z z 2 z ¢ JR-03/11/20
45• Custom Size 16.131-18A93 2 2 1 2 2 1 2 2 1 21212 2 2 2 2 2 2 2 2 2 2 2 2
Custom Sae 15.131-10.130 2 2 1 2 2 1 2 2 1 2121 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 14A31.15.t30 2 2 1 2 2 1 2 2 1 21212 2 2 2 2 2 2 2 2 2 2 2 2
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 2 W 03 Y Q
Equai4ite 24,864 21211. 2 2 1 2 2 1 2 212 2 212 2 2 2 2 2 2 2 2 2
Custom Sae 22.131-24.963 21211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 v�.d� O ties
Standard Pm4lex 20A94-22130 2 211 2 2 1 2 2 1 2 2 2 2 2121212 2 2 2 2 2 2 2 t7 ro b in e-
49' Custom Size 1B.131-2a193 2 211 2 2 1 2 2 1 2 2 2 2 2121212 2 2 2 2 2 2 2 ° a Q
Custom Sae 16AM-18130 3 21.1 3 2 1 3 2 1 3 2 2 3 2 21312 2 3 2 2 3 2 2 03 Z 20
Custom Sae 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2
Shortest 12454.14A30 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 D-co
Equatlite 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 2111
n Custom Sae 24.131-25.718 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U U 00 ,j a0 °
i N
Standard Pmaew 2D.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Q 04t0
F custom Sae 20.131-20.843 2 2 1 2121 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 ti sr j
,Custom Size 18.131.20.130 3 2 1 312 1 3 2 1 3 2 2 3 2 2 3 21213 2 2 3 2 2 0 Z
Custom Sae 16.131-10.130 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
Custom Size 14.131-16.130 3 2 1 312 1 3 2 1 3 2 2 3 2 2 312121312 2 3 2 2 Z
Shortest 12464-14.130 3 2 1 312 1 3 2 1 3 2 2 3 2 2 312121312 2 3 2 2 Q O
Equal-Ste 31.984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ® m W m
Gaston Sae 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 313 2 3 3 2
Blended Pmi6unv 25.794.28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 312 2 312 2 3 3 2 Z Q 1aayS
Custom Sloe 24.131.25793 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 U
63• Custom Sae 22.131-7A.130 3 2 1 9 2 1 3 2 1 3 2 2 3 2 2 3 2 2 31212 3 2 2 F' '` a o
Custom Sae 20.131-22.130 3 2 1 3 2 1 312 1 3 2 2 3 2 2 3 2 2 3121 2 3.2.2 Z O
(3rslom Sae 18.131-2013D 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 Sae 18.131-18130 3 211 3 2 1 3 2 1 3 2,2 3 2 2 3 2 2 3 2 2 3 2 2 ¢ U Z
Shortest 13.194--18.130 4 211 4 2 1 4 2 1 4 2 2 4 2 2 4 2 214 2 2 4 2 2 Q Q fD
Equat4ite 38.464 3 311 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
CusWm Sae 36.131-38463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 312 3 3 2 3 3 2 afll msa0 seua5
Custard Size 34.131•36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 213 3 2 3 3 2 3 3 2
76" Standard Pmden 30.994.34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 31213 3 2 3 3 2 3 3 2
Ctstwn Sae 3D.131.30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 31213 3 2 3 31 213131 2 �'' 10ENS
Custom Sae 7B.131.30.130 3 3 11313 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q�;• •`tn�
Shortest 28.194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 21214 2 2 4 2 2 4 3 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705
E¢e14xa 42454 3 4 1 3 4 1 3 4 1 3 4 2 3 4 213 4 2,3 4 2 3 4 2 SUBTRACT'1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE *' flrE�l
131-42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOWSQESt�dad Pumlex 34.194•-3&130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 22)FOR SIZES NOT SHOWN,ROUND UP TO THE NETTAVAILABLE SIZE.I NIMUMSASHHEIGHTFORFLANGEDWINDOWSIS.,TIPTOTIPHEIGHT-49.391 O/ _
MINfMUMSASHFIFJGHTFORINTEGRALFlNANDEQUALLEGWINDOWSIS:BUCKHEIGHT-48.391 '••:2DRIDP..•'
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TOTIP HEIGHT-49.806 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE i'�C�\s
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOWWILL COMPLETELY FTTWITHIN. 7�7 TONAL EN I�`
'rttll ll 1111\\\
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN
PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN Ifi=PE.P.ER58705
TABLE _ -- - -- - - - -- -
- Anchor Quengths Required for Tip io TipWdh
"Through-Frame"Installation fe 26• 1 33 0 37 41- 1 45' 49" 63.118'
ae)n GlassT a8-1S Jamb Jemb Jamb Janb Jamb Janb Jamb Jamb
for Gwo Bartga
Dweplbn
24' 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 - TABLE 78:
Egiul4ite 16.984 1 2 1 1 2 1 t z 1 1 z 2 1 2 2 1 2 2 1 2 2 1 2121 Glass Description(L.16ted from Exterior t0 interior) PRODUCT REVISED
oa comply n with the Florida
31• Stenda�d Pmdew 12894-15.063 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Type Buadirtg Code
3hodeat 12464-t2993 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 3J18°AN, MU'SG,3/16"AN NOp-tlo, ,20.0401.1'{
Fqua144e 19.66Y 2 z 1 2 2 1 z z 1 2,2 2 2 2 2 2 2 2 2 2 21212 2 9 &IT HS,.090,SG,3/16"HS Expiration Porto 08/23/2023
SmrMad 15ovev+ 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 z 2 2 10 13/16'UG:118"AN CAP,AIRSPACE,1/8°H%.09D1 SG,1/811 HS 1�',��
3831s° Custom Sires 15.131-15.W3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 11111 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16°AN BY �T""
Custom Size 14.131-16.130 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 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 10.- aria Product Control
fibrtest 1248E-14,730 2 2 1 2 2 Y 2 2 t 2 2 2 2 2 2 2 21212 2 2 2 2 2 13 13116"LIG:11W TP CAP,AIRSPACE,3116"AN,.09W SG,3116"AN
Equa4lite 22964 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 13N8'LAG:3/1G'AN CAP,AIRSPACE, 1/8"HS,.090'SG,!/B'Hs A)NO CHANGES THIS
Custom Size 20.131-22983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 21212 3 2 2 3 2 15 13V16°VG:3118°TP CAP,AIRSPACE, 1/B HS,.090"SG,118°FIS g SHEET.
CWXI rd PIM!w 18.59E-2a130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 s'
45' Custom Size 18.131-ta693 2 2 1 z z 112121 1 2 z z 212 z 2 2 2 2 2 2 2 2 3 � JR-03/11/20
(1Wam Size 15.131-1&130 2 2 1 2 21112121 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
t:usfocn S¢e l4.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Swest 1248E-I'L 130 3 2 1 3121113 211 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3
m Q
Equal a 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 j ` N
Custom Size Z2131-24,963 2 2111212 112 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 _O nay
S"ndan{PM96W 20.194-22130 2 21117.12 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3121213 3 C] 0
49• Qafarn S¢e 18.131-2Q793 2 2111212 112 2 1 2 2 2 2 2 2 2 2 2 2 2121213 3 a1W U Q
Custom S'¢e 16.131-18,130 3 211 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 O
Custern Sire 14.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 �O�j (A Z
Shortest 12.404-14.130 3 2 t 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O J O _ W oO
EquaFTde 2&77r 2 2 1 Z 2 / 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Z LL 8 N '� ti
Qstorn S¢e 24.131-25,776 2 2 1 2 2 Y 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 L)W Zs
Z Vim' J w0 oN
E Smndard Pmv w 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 y40
In50-V 8, fAlatom Sire 20.131-20.t143 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 n W'V• F¢'-
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 312 2 3 3 3 Z r✓ Z
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 3 3 2 3
Custom Size 14.131-Y8.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 �
Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z Q WO
7
EquaHile 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 = F-•
L1letom Size 9131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® H J Fy
Standard ProNav Z5.794-2&130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 P 3 3 2 3 9 3 3 3 3
Custom Sze 24.131-2&793*� 2
3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z 1aay5
Custom size 71l31-2E.130 22 3 2 2 3 3 2 3 3 3 3 3 3 yCustom Size 211.131-22.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3GCustom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3Cwtom Size 1&131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3
z p
Slprtest Ill 94•-18.130 41211 4 2 1 4 2 1 4 2 2 4 2 2141212 4 2 3 4 2 3 Q C N
Equal4fte 38.464 31311 3 3 1 31311 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3
Custom Size 38.131-3&483 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 aNl mra0 sauaSI
Custom Stze 34.131-35.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 TT 3
76• 6tatdad PmdeN 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3
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-- --- --Custom Sire- 28.131-30d30 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 `� •� 10ENS
8hwtest 26.194•-2&130 4 2 1 4 2 1 4 2 1 g 2 2 4 3 2 4 3 2 4 3 3 4 3 3 F
Equal4ite 42464 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,
84° Custom She 3&l31-42483 73.411J3 4 1 3 g 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE TODf-IERMMETHE
>'T; IVo.5BTD5
Standad PmAtw 34.194•-3&130 4 3 1 4 3 1 4 3 1 4 3 2 4 3121 4 4 2 4 4 3 4 4 3 WINDOWSIZE. /:° _
`MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. ('.��I��(7
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 •���
MINIMUM BASH HEIGHTFOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SEZE IN THE TABLEABOVE ' �•'••F<ORI DP•.•' ��'5
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG.RADIUSTOPW(NDOWSIS:BUCK HEIGHT-4a.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. '�ss�O• ,��•G��
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN J J/N It
Ar
PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN LACIER,RE
P.EM68706
- -_ANSTALL=ATION=DETAILS FOR FLANGE FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCRETEfCMU.
ANCHORED THROUGH EMBEDMENT
-�----- -----r-- SEENOTE2,THISSHEET. EMBEDMENT
FRAME INTO 2X WOOD 1/4'MAX SHIM 1/4"MAX SHIM -►{
FRAME OR BUCKSTRIP. _ 1
SEE NOTE 2,THIS SHEET. I gym- I T— : 4 SASH VISIBLE 17 PRODUCT REVISED
MEI9T EDGE •,,d I - LIGHT WIDTH y` DISTANCE CE as complyingwith the Florida
�i DISTANCE •••'d NOA-No.Building 20.0407.11
1/4'MAX SHIM '� �.
18 Expiration Dab 08123/2023
FIXED 27 L -- - ----L--J BLE
GHTWIIDTH 0X-
1 SEE TABLE r•: 7- \ BY
NOTE 8,FOR Miami Prodact Control
18 HEAD TYPE
1 30 _ A)REVISED ANCHOR
FIXED EMBEDMENT .;.:' TYPE TABLE.
VISIBLELIGHT EDGE DISTANCE PER c
HEIGHT SUBSTRATE,SEE 31 R 5® - z JR-03111/20
TABLES. � '' '
+ TP TO TIP WIDTH I TYP.ANCHOR TYPE,
.L_ 32 EMBEDMENTAND Y
TYRANCHORTYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER Q
45 EMBEDMENT AND EDGE V'L SUBSTRATE,SEE
C3
DISTANCE PER SUBSTRATE, TABLES. w
14 SEE TABLE B. { 1/4'MAX SHIM 04 °t°D O Q'
VISIBLE LIGHT FORMULAS: p a N O
48 55 DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE -1-1 Z o
COMPLUINTALUMINUWSTEELL FRAMING SHEET 9 FOR STANDARD SILL) Z LL m W C
TIP43 OR STEEL STUD.MAY BE VERTICAL OR
TO 13 HORIZONTAL.SEE SUBSTRATE W B
PROPERTIES,TABLE B. WIDTH W U 00 _J °rw0 ro
Tip USE EITHER 1 @SASH&FIXED LTTE:TIP TO TP WID H-5.12" F Z J •JMO
HEIGHT SWEEP LATCH Q° p W�• Q
MIDSPAN OR 2 HEIGHT(EQUAL-LITE
BOTTOM LOCKS TIP TOTP HEIGHT2-3.77 Z co
SASH INSTALLATION HgGHT(PROVIEW) O LL
vlslBLE OPTION 4
LIGHT @FIXED LITE:TIP TO TIP HEIGHT/2+3.7W O
ANCHOREDTHROUGH ®SASH:TIP TO TIP HEIGHT2-11.93' 2 t•
HEIGHT FRAME INTO METAL ® 3 J O
HEIGHT(CUSTOM SASH) m O F
@FIXED LITE:TP TO TP HEIGHT-SASH HEIGHT-3.55" Z U I�vS
TAB E 8• @SASH:SASH HEIGHT-4SW a - W
EXTERIOR Min.Edge Min. ~ 9 Q
Anchor Substrate W o
Distance Embedment Z
10 #12 Steal P.T.Southern Pine(SG=0.55) 9118" 1318' NOTES: o 9 Z
15 Aluminum,6063-T5 min. 318" 0.063 J ¢ N
18.8 Ot 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON ._]
OPTIONAL HI-RISE SS Screw A35 Steel 318" MOST TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS.ANY Q LL
42 SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" Q0/5-(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF °Au °d sau°5
1'WEEP SHEET 10 FOR THE WINDOW.
Concrete(min.3.35 ks) 1' 13/4'
NOTCH AT STANDARD SOl 1/4"410 SS- `)%1 l I1 I I t 1
EACH END 1/4'MA7C CM,Ffex Ungrouted CMU,(ASTM C-90) 2-1/2" 1.114• 2)MASONRYANCHORS MAY BE USED INTO WOOD AS PER TABLE \�01—k (-LYAI/����
P.T.Southern Pine(SG=0.55) 1" 13/8' B.ALL WOOD BUCKS LESS THAN 1-12'THICKARETO BE
SHIM 1 CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
Concrete(min.2.85 ksi) 1" 3/8' F
114"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS Q' '••�
Utreoon UngmutedCMU,(ASTMC-90) 2-12" 14/4' DEPICTED AS2X ARE 1-12"THICK OR GREATER IX AND 2XSUCKS No.58705
P.T.Soulhem Pine(SG-0.55) 1" 13/8' (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
NOANCHORS a.• l f = LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND -
Concrete(min.3.00 ks) 13/16" 1-W8' --D O
REQUIRED IN 1/4"Steel ( ) INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORFLAN O y12(�•;���;
REQUIRED
+,•• �- U roul1CMU, ASTM1 1-12" 1-1/4• �-'. €b
Uttrecal+ ARCHITECT OF RECORD.
EQUAL-LEG P.T.Southern Pine(SG=0.55) T 131B' F
FRAME SILLS 3 VISIBLE LIGHT WIDTH OR HEIGHT '•.LORID \
~'•••'~•. A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE ) (ALSO REFERRED TO AS i�SS P'- G �
8)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANMEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 0NAL E
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. �rllr ll lllr,l�`
Q'UNGROUTID CMU'VALUES MAY BE USED FOR GROUTED CNU APPLICATIONS. A LYNN MILLER.RE
REP 58705
-- ANSTAL=LATION DETAILS FOR EQUAL-LEG FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHOREDTHROUGH FRAME AND IX
-- -OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE CMU. BUCKSTRIP INTO CONCRETEICMU.
ANCHORED THROUGH T" --T— --r__� SEE NOTE 2.THIS SHEET.
I�—t
FRAME INTO 2X WOOD EMBEDMENT EMBEDMENT '
FRAME OR BUCKSTRIP. 114"MAX SHIM 1/4"MINX SHIM —�-I
SEE NOTE 2,THIS SHEET. EMBED. )
M LIG H VISIBLE 17 PRODUCT REVISED
)_L'"'.L as complying with tho Florida
DISTANCE •`.b•. LIGHT WIDTH a'; DISTANCE Building Code
1/4"MAXSHOda'• t9 •'.'e NOA-No. 20-040.1.11
27 L__ FIXED VISIBLE ,.J Euplratlon Date OS12312023
SEETABLE LIGHT WIDTH I BY
3 NOTE B,FOR I Mlaml-undo Product Control
30 18 HEAD TYPE
FIXED TYP.ANCHOR TYPE A)REVISED ANCHOR, 44 TYPE TABLE.
VISIBLE EMBEDMENTAND a.
LIGHT EDGE DISTANCE PER ,�'
HEIGHT SUBSTRATE,SEE I 31 R 6B • •,• JR-03/11/20
TABLE 8. 8 .•• .
32 f BUCK WIDTH I TYP.ANCHOR TYPE,
EXTERIOR EMBEDMENTAND 0000 2 Q
TYP.ANCHOR TYPE, n HORIZONTAL SECTION A A EDGE DISTANCE PER W � (0
45 EMBEDMENT AND EDGE V• SUBSTRATE,SEE o � 'A28
DISTANCE PER SUBSTRATE, TABLE 8. •7 O
14 SE_TABLE B. }n e O
—�I I� va"MAx sHun VISIBLE LIGHT FORMULAS: O x z
46 55 I I (SHOWN FOR HI-RISESILL;SEE O J p Z p
43 SHEET 9 FOR STANDARD SILL) z LL
BUCK 13 DADE APPROVED MILLION.FRO =LU
HEIGHT MPLANT ALUMINUMISTEEL FRAMING WIDTH U U O ump
63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.1T H Z Q J 'aN
SWEEP LATCH® HORIZONTAL SEE SUBSTRATE p W I< sMa
MIDSPAN OR 2 PROPERTIES,TABLE B. HEIGHT(EQUAL-LITE) h� 1—
BOTTOMLOCKS BUCK HEIGHT2-3.23" Z a Z
SASH INSTALLATION —HEIGHT(PROVIEIM O
VISIBLE
EOUAL OPTION 4 @FIXED LTIE:BUCK HEIGHT@+4.28" 7 Z LLO
I.EGIBOX ANCHOREDTHROUGH ®SASH:BUCK HEIGHT@-11.43• = � m
HEIGHT FRAME FRAME INTO METAL U
® P. W
SHOWN HEIGHT(CUSTOM SASH) m Lq W
QFD(ED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" as
TABLE 8• ®SASH:SASH HEIGHT-4.61Y' 0 z X r v3
EXTERIOR Mln.Edge Min. F O
Anchor Substrate Distance Embedment LU
o
12 P.T.Sautfrem Pine(SG 0.55) 911G' 13/8" NOTES: In, ¢ n
15 1"oiA10 Aluminum,6063-T5 min. 3/8" 0.063" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON > > _
OPTIONAL HI-RISE SS Screw A36 Steel 318' 0.1163' TABLE S.FOLLOW EtdBEOMENTAND EDGE DISTANCE LIMITS.ANY Q W N
42 SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" 0.D45'(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ONANY SIDE OF an' •asap caua5
NOTCH AT EP SHEET 10 FOR Concrete(min.3.35 ksQ 1° i-aw THE WINDOW.
STANDARD SILL 1/4"410 SS I I
EACH END CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2' 1 1/4' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \.,` hY LY!)tN��''•,
SHIM P.T.Southern Pine(SG=0.55) 1" 13/8" 8.ALL WOOD BACKS LESS THAN 1-12"THICKARETO BE ��,��0.•........ fell
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL C1;•• �ICENSC ••�C
Concrete(min.2.85 ksi) I" 13/8" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS ��
1/4"Steel
Ultmcon UngmutedCnPine( G=0.55) 2-1/2' 1-1/4' DEPICTED AS2X ARE 1-12'THICKOR GREATER.IXAND2XBUCKS NO.58705
NO ANCHORS ..�!,;;:..�,•.:.. : •: P.T.Southern Plea(SG=0.55) 1" 13I8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
REQUIRED IN Concrete(min.3.00 ksi) 13/1G' 13/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND =-0
FLANGE OR •• 1/4°Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �-•. Un muted CMU, ASTM C-90 1-1/4" (�EQUAL-LED Ultmeon+ 9 ( ) ARCHITECT OF RECORD. O •'OF ;•��`
FRAME SILLS P.T.Southam Pine(SG=0.55) 1" 13I8"
�•i:.._ �'�• A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS %(�sS•F�0RI1)A.•'G\?��
B)USE ONLY FLATHEAD ANCHORS W JAMBS.PANIHDUFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BFADING TO BEADING. /;7,,ONAL
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 111I111110
C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
REASS705
- — ANSTALLATION"DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
EMBEDMENT
DISTANCE DISTANCE
f•�- 1 a a
—EDGE
tr-,-j DISTANCE 1/4"MAXSHIM 1/4"MAXSHIM
5 PRODUCT REVISED
SASH VISIBLE
17 as comp with the Florida
uGHrwIDTH -"I NoBuiIding A-tle Code
2"401.11
EMBIDMENT
27 MAX EMBEDMENT 19 Expirationjoate08/23/2023
FIXE2 SHIM LIGHT VISIBLE BY
i,
UGHr W8)TH Mlaml-Dade Product Cnntre
D 18 TYP.ANCHORTYFI, A)NO CHANGES THIS
FIXED EMBEOMENTANDEDGE SHEET.
VISIBLE DISTANCE PER SUBSTRATE, o
LIGHT SEE TABLE S. 44
HEIGHT A-03/11/20
31 R 58 S
� � BUCK WIDTH -
TYP.ANCHOR TYPE, Q
as HORIZONTAL SECTION C-C EMBEDMENTAND EDGE >
DISTANCE PER SUBSTRATE,SEE Of v 0
DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) ❑ p to
14 COMPLIANT ALUMINUMISTEEL FRAMING }n 7160 O
1/4'MAX.SHIM cm to
Ir OR STEEL STUD.MAY BE VERTICAL OR a it O
HORIZONTAL SEE SUBSTRATE Z
43 PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: Z LL a to
BUCK 13 (SHOWN FOR STANDARD SILt4 SEE =ill`,
HEIGHT SHEETS 7 OR 8 FOR HI-RISE SILL) U U o' uxdp
63 USE EITHER 1 W z 00 J •a,,
SWEEP LATCH@ 410OR912STEEL WIDTH G .�- -i yip
MIDSPAN OR 2 46 55 SELF-DRILLING
BOTTOM LOCKS SMS(G5),SEE TABLE 9. @ SASH 8 FIXED LITE.-BUCK WIDTH-4.12- O Z Z
SASH HEIGHT 1EQUAL-LITE) - r
VISIBLE BUCK HEIGHT2-3.2T'
LIGHT INSTALLATION P O
HEIGHT OPTION? HEIG14T(PROVIEW) m W OI
@FIXEDLITE:BUCK HEIGHT2+4.28'
ANCHOREOTHROUGH
@SASH:BUCK HEGHT2-11.43°
INTEGRAL FIN INTO METAL
HEIGHT(CUSTOM SASH) p W Z
EXTERIOR 16 STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55° FQ g LL Q
SHOWN.SEE @SASH:SASH HEIGHT-4.60' K
8 33 PREVIOUS SHEET m Z
1"WEEP 42 FOR OPTIONALLU _
NOTCHAT H14USESILL 0: n N
EACH END TABLE 9: a nsa0 saves
1/4°MAX Min.Edge Min. NOTES:SHIM Anchor Substrate Distance Embedment
1)USE ONLY SUBSTRATE-APPROPRIATE `\���ONy LYnrN�711
2-11r x.113"Box Nail P.T.SDUthem Pine(SG=0.55) 5/16" 2438 ANCHORS LISTED ON TABLE 9.FOLLOW
2-1/2"x.131"Common Nall P.T.Southern Pine(SG=0.55) 310" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ���•'�IGC•NgF'•
2-1&1 x.146'RoofinP.T.Southern
g Nail P. . uern Pine(SG=0.55) 3/8" 2438 INSTALLATION OPTIONSHOriT1MAYBEUSED 4
TYP.ANCHORTYPE, U ON ANY SIDE OFTHEWINDOW. No.5$7,D5 •��
EMBEOMENTAND EDGE EDGE DISTANCE 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8° 2438
DISTANCE PER SUBSTRATE, 1 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
SEE TABLE 9. L P.T.Southern Pine(SG=0.55) 'Ur1.375 p
--x- EMEDMENT B 910 Steel 71usshead Screw REFERRED TO AS DAYLIGHT OPENING)IS � � �'�Z 0 (r`
(SCREW SHOWN) 0.125"Aluminum,6063•T5 min. S/16" 0.125 MEASURED FROM BEADING TO BEADING. C(/�
#12Steel,18-8or410 SS �O�. OF
VERTICAL SECTION D-D screw o.050"A36 Stec! 5/1B' D.DS SS•._a `
0.045°(18 Ga)Steel Stud,Gr.33 min SHIP 0.045 '���S,/• RlDA,
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE �,, NIA L l t'`
01
A LYNN MILLER,P.E.
P.E058705
2.580" 3.185' 2.060" ---�
_ 2.84a" 2.848•
.082"
1.1jj25"
-L 2.11,' 2.848" --�{ OBY 2.724° 06Y D52'
2•T24' 2.724° PRODUCT REVISED
1.489" na comp dIng n with the Florldn
BuIfl
.062' .082" .OB2"�E7i.987" 1.125° �- HOIA-Mo.-- 20-0401.11
r � � Euplrollon Dnte08/23/2023
tO FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME (D INTEGRAL FIN FRAME By � �"
EQUAL LEG FRAME HEAD 4O FLANGE FRAME JAMB Oa JAMB O EQUAL LEG FRAME JAMB Mlam"ade Product Control
A)NO CHANGES THIS
2.798" --1 2.798• -� z798" -� SHEET.
2.798 -. 2788' -►' z 798' -� JR-03/11/20
42-a41" 3.466' 2.341" 3.508' 3.008' � o_ � �a
4.133° Q• N
.08Y .082' .062, .082' .082" N o100 K
O
o z z
z LL m w
1.125" 2 w
O7 FLANGE FRAME SILL O FLANGE FRAME SILL 1.125° EQUAL LEG FRAME W U CD .J °'NO 0 0
e EQUAL LEG FRAME SILL m HI-RISE t2 SILL HI-RISE F"Izll Q su0
O^W F
DINT OF AL FIN FRAME SILL 11 INTEGRAL FIN FRAME O Z v co
2.273° O
SILL-HI-RISE
.12D"
170 O
STRUCTURAL SILICONE HOT-MELT BUTYL ® W
POLYISOBUTYLENE 114"NOM. STRUCTURAL- 3/16'NOM. m J
2.777 T} WITH SILICONE � Z >aaws
2211" 2.lW' -06r' 1 DESICCANT FOAM WRH p N Z
2_150• .082' 12W DESICCANT F- g O
1 . .oe2° - I EXT.GLASS Z t0 0
rz
.067 --•-If•t-• 1.300 �-�- '^I 1.300' �-�- �1 1.300" I•�- EM•GLA55 Q W O
NT.GLASS INT.GLASS � �
G SASH TOP RAIL IS FIXED MEETING RAIL (DSASH BOTTOM RAIL- KODISPACE4SGTPS 71 SUPERSPACERONXTTd alll nsaG saua5 70HI-RISE to SASH BOTTOM RAIL 0SASH SIDE RAIL
``,,I1111711/l/'/
-- ALUMINUM F5116'NOM.
CANTFlLL �.� tagY LYIV
POLYISOBUTYLENE ,o,0-,.••• N/J7�
1.446" +� REINFORCEMENT' 't
1.522' I I 834• ,q85' 81T IIIlII���_ Ii Ag6•III111'���_.. I1 SEAL \ LICElv� .827" •040" �. '-1- '� ROLL-FORMEDLICONE SFlU. No.5y705•040' T BUMa. STAINLESSSL CANT
813. I .807 .807 I .BOY .BDY OESI FCFOAM� 370' .070' .070" ECT.GLASB EXT.GLASS �0 6PAT�ppOHFADANCHOR 045• 050° INT.GLA55 .GLASS �i,�31•'•��ORI Of+,.•'_\?��
iB COVER to SASH STOP COVER (BIG BEAD OIG SNAP BEAD O 6116"LAMI BEAD O 7M6"LAMI BEAD ONAL
72 DURASEALo SPACER OXL EDGEM SPACER111111 111111�
A LYNt�MILLFJT,P.E.
REM 58705
-
lmam PGTPart# Description Material 51 ASSEMBLY DETAILS FOR
4 Head,Flange Alum. FLANGE FRAMES
2 624017 Head,Integral Fin Alum.6063.76 (OTHER FRAME TYPES SIMILAR).
3 624028 Head,Equal-leg Alum.6063-76
4 624004 Jamb,Flange Alum.6063 TB
a PRODUCT REVISED
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6083-752 1 as
5 624020 Jamb,Integral Fin Alum.6063-TIO 51 Building
Ca de
5A IJamb,Integral Fin(Used For Altemate Radius Top Head) Alum.6083-T52 NoA-Ho. 20-0401.11
6 624031 Jamb,EquaHeg Alum.6063-T6 FxpirotionDato08123(2023
6A Jamb,Equal-leg(Used ForAltemate Radius Top Head) Alum.6063-T52 40 HEAD BY )'0-
7 624002 Sill,Flange Alum.603-TB INTERIOR Mlam4-Dada Pmduet Control
8 624018 Sill,Integral Fin Alum.6063-76 41
9 624029 Sill,Equal leg Alum.6063-M JAMB A)ADDED BACKBEDDING,
10 624003 Sill,1-6-Rise,Flange Alum.6063-71) i!UPDATED MATERIAL
11 624019 Sill,)1 Rise,integral Fin Alum.8063 T6 :m PROP.TABLE.
12 824030 Sill,Hi-Rise,Equal-leg
Alum.6083-TS 4 14
13 624006 Sash Tap Rail Alum.60OM-TOI INTERIOR JR-03/11/20
14 624005 Fixed Meeting Rail Alum.6005A-T61 `a
15 624012 Sash Bottom Rail-HI-Rise Alm"-6063-T6 JAMB W °� Y
16 624M Sash Bottom Rail Alum.6083-T6
17 624007 Sash Side Rail Alum.GOG&T6 FIXED MEETING RAIL o 0
18 824051 Head Anchor Cofer Alum.6063 T6 ^ alas co
O Q
19 624015 Sash Stop Alum.6063-16 L9 a CC O
25A 624009 IG Bead Alum.6053-T5 -i Z o
26B 624011 IG Snap Bead Alum.6OW-T5 O LL o W ti
26 624010 5/16"Lami Beading Alum.6053-76 Z uj F
v fizaoz6 7116"Laml Beading Alum.so63 T6 m SASH BOTTOM RAIL Q uwa0 •oN
00
30 6TP247 Glazing Bead,Bulb Vinyl for#824023 Vinyl 4 SASH �"W v a sma
31 6TP248 Glazing Bead,Bulb Virryl for#524009񿻫 Vinyl SIDE 16 r>v ~
32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL o Z z •-
33 624049 Bottom Latch((9 Sill) Alum.GOS:M JAMB O m U.
34 Setting Block(118-X1/2"X4°) Neoprene j Q O
35A IG Setting Black(1/8'X 3/4"X4) Neoprene = t-
35B 724014 IG Snap Setting Block Vinyl 17 ® W 0
36 724044 Bottom Rag Weatherstrip Extension = Z W 7aags
37 1 724D53 Sill Gasket Polyethylene o W Z
38 724054 Sash Top Rail Gasket Polyethylene 37 i= W a
39 724055 Sash Bottom Ralf Gasket Polyethylene Z U o
40 724WT Head Gasket Polyethylene
41 724063 Meeting Rail Gasket Polyethylene INTERIOR K � p tq
42 612260 Sash Bottom Rail Bulb Vinyl Polyethylene 39 �j` Q in
ant asa0 saua5
43 Weatherstrip,.270"x.187",Fin Seal(@ MR)
44 67S1GG Weatherstrip,.170'X.27W.Fin Seal(@ Sash Side Rail) �f U f f fir
45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Roll) TABLE 10:MATERIAL PROPERTIES USED ��� QNY LYNI
. y ,
y SILL 51 FOR ANCHORAGE CALCULATIONS: ``��`. 1IGENSF'•���(�
46 ferias Balance with Cofer 8 Trim f2lgld Vinyl -
51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel Material Mia FY I M n.F771q �1
55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7
Steel Saew 92 k51 1 120 ka1 I No_56705
63 Alum.Screen with Fiberglass Mesh Varies 189 Screw 60 ksi 95 ksl - 1c
70 - Kommeling Kodlspace 4SG TPS INTERIOR 410 screw 90 lull 110k01 =-0
71 - QUanex Super Spacer nXT See Sheet Elco UamCoKal 155 ksi kai 177
72 - QuanexDurasealSpacer a0for 51 1/4-DeWaRIMraCom® 148ksf 184ksi '�OTn'..•��ORfoP.•'
Matelots
73 Cardnal XL Edge Spacer NOTES: 410 SS EtcdDewalt GeteFlexts 127.4 kal 189.7 ksl ,�s /..........CG
74 - DoW791,899,8830rGE7700Igackhedding Silicone 1)ALLCORNERSTOUSEGASKETAND/ORSFAUWT. 6069T6Ateel 18ke1 22ke1 �.;S1�NA110%\
A39 Steel 38 ksi 59 kel f l l l l{l
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. GL W Steel Stud 33 k+l 45 ksl A LYNN ROLLER,P.E.
REM 607a5