HomeMy WebLinkAboutProduct Approval (2) REVIEWED FOR
MIAMPDADE CODE CO PLIANG&II-DADECOUNTY
28MAUX ST. Lp ogvl� �e h1� ONTROLSECTION
t�C �s o W 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RDOCC Miami,Florida 33175-2474
BOARD AND CODE ADIvnNISTRATION DIVISION I� T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w..,w.miamidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive ���� COPY
North Venice,FL 34275
COPE:This NOA is being_issued under the applicable_rules and regu ons_governing_the_use of construction _
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
c1 Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
�N 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._Ifthis 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
�o 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.
�J 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
V \\ o 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
�Q 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
RECEIVED by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
MAR. 10 2019
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
P&r ittihh —,Pallm`and shall be available for inspection at the job site at the request of the Building Official.
$ .'Lucie cw-,+W This NOA revises NOA#18-0430.06 and consists of this page I 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.
MIAMI•DADE COUNTY 40�N NOA No.20-0401.11
,. Expiration Date: August 23,2023
Approval Date: July 30,2020
Pagel
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Submitted under NOA#18-0430.06
A. DRAWINGS
1. Manufacturer's die:drawings and sections.
2.- ---DrawingNo -770ONO2 =1---titled--"Aluminum-Single Hung Insfall (TM); 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. A.S 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,Pet FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411_32.1,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.
FTL618-7835.1, dated 04/03/18, signed and-sealed by Idalmis Ortega,P1_.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 262-04
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.
FA-V8 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 6tn
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).
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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�Vltraclear; 'Clear and-Color PVB-Glass Interlayers"-dated-UU18/18_._
expiring on 07/0,8/19.
2. Notice of Acceptance No. 17;0808.02 issued to Kuraray America, Inc. for their
Gla"Sentrys® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conforinance to FBC.6tb 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
L None.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-2
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 l 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 20-2-94
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 8GD780 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-20-21.07.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20,all signed and sealed by Idalmis Ortega,P.E
C: CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 61 Edition
(2017)and FBC 7te 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
1. None.
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
P:GT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6'h Edition,(2017)and FBC 7"
Edition(2020);dated March 10,°2020;issued by manufacturer,signed°and sealed by Anthony
Lyrin Miller,P.E.
2. Statement letter of no financial interest,dated March 10,2016,issued by mapufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal.No. 19-11M TP issued'bythe Product Control Section,dated January 1D;.
2020.,,signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 1&0430.06 issued to PGT Industries,Inc. for their"Series
"SH77QOA"Aluminum Single Hung Window—L:M.L"approved_on 08/23/18 and
expiring on 08/23/23.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2026
E-4
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED R TESTED TO COMPLY WITH THE REQUIREMENTS OF 17-13116"MAX,0.0 DESIGN PRESSURE RATING i IMPACT RATING
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANEZONE(HVHZ), la-3/9'MAX VARIES PER GLASS TYPE, LARGE 6 SMALL MISSILE
/2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR SEE SHEETS 2-5 IMPACT RESISTANT/
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 APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MLAMI-DADE COUNTY 71�77-3 4 BUCKMAX)
17.3f4' 52.118°MAX.BUCK WIDTH
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE <1(Q.UA=PAPE.D
a•eucK) �" { MtiX 9-12"MAX.
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNRSAND CONCRETE WITI1 MIN.KSI B,SEE•4_ rl O.C. (9"MAX.BUCIq _•--� Imo— 5'MAX.D.C: 411/16"MAX. PRODUCT REVISED
D,✓a 10 I I I Building
complying with the Florida
PER ANCHOR TYPE TSB89 GREET 10 eultding code
-y— $1 NOA-No. 20-0401.11
4)ALL WOOD BUCKS LESS THAN 7-72'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. EETS 868'` I C' FP
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED OIRECTLYTO SUBSTRATE WOOD SHE 101� I J Expiration Dato OB/2312023
BUCKS DEPICTED AS 2X ARE 1-12•THICK OR GREATER-1X AND 2X BUCKS(WHEN USEDEQUALLY By
SHALL BE DESIGNED AND SECURED IO PROPERLY TRANSFER LOADS TO THE STRUCTURESPACED I/ / Miami-Dade Product Control
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) CHORS PER
OR ARCHITECT OF RECORD,(qOR). ABLES a d7 O I i/ 17-3/�.O.C. 84' A)UPDATED TO FBC
5)ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR —I M .P
AX, Q I I 1 83° li 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 x 12-1116'MAX.O.C. TO BUCK
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND TIP X' i 4 HEIGHT
THE SCOPE OFTHESE INSTRUCTIONS. I I j HEIGHT I �� JR-03111120
13.5116°MAX.O,C.
6)1!4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT'ISBLES 6117 �
NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. _ 5-MAX i. / W ��D Q'
9-11Y I —_—_ D.C. 0 4 5 •nnZ
7)DESIGN PRESSURES: (B"MAX.BUD
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER P`(\ p p 0
ASTM E1300. / i } oloe O •-
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL BCYCLE NO ANCHORSAT BILL \ o�__ - i pN O
TESTING AND GLASS PER ASTM N AL 1 8 ` r� 0 c� Z
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 53-116"MAX.TIPTOTIPWIDTH 1•VjIFEPNOTCH 411l16"MAX. ���"-II{ t•WEEP NOTCH O�p W p
EACH END AT EACH END Z to
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS / 2 LU r• J
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE EA
THE 33.113%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME O ELEVATION FOR TYP,FIN FRAME SHOWN WITH U LU
d ,.va
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1-6 LOAD DURATION FACTOR _H_0.1LY( VYJTHZQUAt=CITE CONFIGURATION EQUAL-LITE CONFIGURATION Z-,r
WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO o w^ Q SMO
t•> I- Z
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS o to O
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE DP USER INSTRUCTIONS: Z-- Z
Gleam Description(Listed from Exterior to Interior) r9
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER TY a Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z �j D.
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE7. D -j O
JURISDICTION. _ 1 1!B"AN,.090"PVB,UB'AN 2 = W
2 13116"LIG:1/8"AN CAP,AIRSPACE,118'AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 7),WINDOW o W oe r
10)REFERENCES:TEST REPORTS FTL 18-7835.1 318-7835.2;ELCO ULTRACON NOA; 3 13/16"LIG:.1/6"TP CAP,AIRSPACE,11W AN,,090"PVB,1!8'AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN
DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN 4 1!B"HS,.OBO"PVB,1J8"HS q PRESSURE FlIOM TABLES 2-S.RMUST EQUAL OR IXCEED THE z Z LU N"45
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NOS dALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING O fA O
5 3/15"AN,..090"PVB,3/16"AN 4 OBTAINED IN STEP 1.
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090:PVB,1W AN 4
7 13/16"LIG:3/16"TP CAP,AIRSPACE,11W AN,.DSO"PVB,118"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES e S 7. Z O
FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 8 3116"AN,.090"SG,3116"AN 5 I w Z =
- ,.090"SO,3/16"HS 5 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATON,SHEETS o: LL lA
9 3716"HS
-+{ WIDTH I++1 MOTH f--- -+{ WIDTH �+— FOR EQUAL LEG INSTALLATION OR SHEETS FOR INTEGRAL FIN T G O
13/18"LIG:VB"AN CAP,AIRSPACE,118"HS..OBW SG,1l8"HS 5 INSTALLATION men a rwx
T, I T 11 13/76"LIG 1/8'AN CAP.AIRSPACE,311W AN,.090"SG,3/16'AN 5
12 13116-LIG 118"TP CAP,AIRSPACE,1/8'HS,.09V SG,118'HS 5 NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME
t=_ t�B � 13 13/16•LIG:11V TP CAP,AIRSPACE,3116"AN,.DW.SG,3/16"AN 5 EQUAL LEFOR X FRAME TYPES(FLANGE,INTEGRAL FIN OR `\\\\I I(ILY
= 14 13116"LIG:3/W AN CAP,AIRSPACE, 118"HS,.09D"SG,1/6"HS 5
/ r7 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1!S'HS,.090"SG,11W HS 5 � �R',•' �
// w ND.5D7D5
SG-KURARAY SEMRYOLASO INTERLAYER BY GENERAL NOTES.„._................�v._.�...___1 ��t -, 7,t�•
CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS..__._,........_.....,......."...__._.„„„ 1
RECTANGULAR RADIUS-TOP RECTANGULAR *2017 FLORIDA BUILDING CODE(FBC),GTH EDITION PVB=KURARAY.TROSIFOL®PVB INTERLAYER BY, DESIGN PRESSURES/GLAZING DETAILS_.„.-24 -� �
UTESAUAL WITH PROVIEW WITH CUSTOM *2017 FLORIDA BUILDING CODE(FBC),BTH EDITION KURARAY AMERICA,INC. ANCHOR QUANTITIES,_,-._..----_.,,_--.-._.6.6 ~� '•' � TE
LITE SASH SASH SASH •ASTM E13OD-09 AN ANNEALED INSTALLATION,FLANGE......_.......„.._.._..._,,,,,,7 ��.(�'•,• s TE OF •'•(�`
*ANSI/AFSPA NDS-2018 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG--.,..--...............8 i C� '•:c<GRID1�,, Z'�
ARE SS `�L SHAPES WITH ALL SASHCONFIGURATIONSLOCK AND
OBTAISHAPES *ALUMINUM DESIGN MANUAL.ADM-2015 TPo TEMPERED INSTALLATION;INTEGRAL FIN.................,„„,_9 MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING *AISI S100.16 EXTRUSION PROFILES......_.........._.._..._. .,_._10
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE *AISC 380.16 ASSEMBLY 8 PROFILES
LIST-_..,....._ ..._,_11 A LYNII MILLER,P.E.TABLES ON THE FOLLOWING SHEETS, p,E068705
{
TABLE 2:
Batton Sash sash Halem Design Pressure(lbsffe)for Glass Types 1&2
Oasadplfon
far Ghee Rwga RM an On) _L{Ll°Tip Width
19, 2.7 33• .37' 41" 45' 4T 53-118"
24° Equ51.1i10 12.464 +65.(l -80.0 +66.0 +6&0 j-80.0 +65,0 .60.0 1 4650 .80.0 46&0 I M(I .65.0 -80.0 46&0 -80.0
Equdillo 1&964 +65.0 -60.0 +fi50 430.0 +65.0 eD.a +65.0 $0.0 +65A -80.0 +65.0 .60.0 +65,0 -80.0 +Sao -80.0 b/18"NOM.
31' S.-ntlord prodaw 12994.1&983 +65.0 �0.0 +6&0 .80.0 +65,0 .60.0 +66.0 .60.0 +65.0 -Bao +65,0 -Sao ♦fi&0 410.0 4850 -80.0 GLASS STACK Shonest 12.464-1Z993 *65.0 -&0,0 +65,o .80.0 1+650 •80.0 +6&0 1�sao I 1650 .80.0 165.0 --80.0 +65.0 -60.0 +69.0 -80.0 1/8'ANNFJILEDGLASB PRODUCT REVISED
Equal4ito 19.652 +65.0 •80.0 +6&0 .80.D +65.0 •80.0 +66.Q -80.0 +65.0 -a0.0 +65.0 -a" +65.0 -Sao +65,0 -80.0 ,090"PVg as Complyying E the Florida
Standad Pm-A w 15,944-1&651 -65.0 •80.0 +6&0 -80.0 +650 •80.0 +65.0 -80.0 +650 -80.0 +65.0 -no +65.0 -8010 +65.0 _&aO DYildlny Co do
1/8•ANNEALED GLASS - No.-No. 20-0401.11
98.919' Custom Slze 15.131-15.943 +65,0 -80.0 +65.0 430.0 +6&0 -80.0, +65.0 -80.0' +65.0 •80.D +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 � 90
custom Size 14.131-15.130 +65.0 -00.0 +650 -00.0 +6&0 -80.0 +6&0 .80.0 +650 .-8aO 465.0 .80.0 +65.0 .80.0 465.0 Saa Expiration Data 08/2312023
Shortest 1 I2464.14.130 +65.O I-BOA +6&0 410.0 +850 0.0.0 +65.0 1-BO.O +6&O •S&O 465.0 :BOA I+65.0 .80.0 ♦65.0 •80.0 28 ..11Y-
Equal-file 22.964 -65.0 -80.0 +650 480.0 +85.0 -60.0 +65.0 -BO-O +6&0 -80.0 -05.0 -80.0 +65.0 -60.0 +55.0 -80.0 112'NOM. BY '�f -
Cullom Size 20.131-22583 +65.0 .60.0 +6&0 410.0 +65.0 •80.0 +650 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 410,0 465.0 -60.0 EXTERIOR BITE Miami-Dade Product ContzaTERIOR
Standard Pmtiew 18.694.20.130 +65.0 -Sao +65.0 -80.0 +65.a •80.0 +65.0 1-BOO +65.0 -80.0 +65.0. .80.0 1+6&a -80.0 +65.0 -80.0 C1] A)NO CHANGES THIS
47 CustomSlzo 1&131.1&593 +65.0 •00.0 +65.0 •80.0 +66.0 430.0 +8&O -80.D 466.0 .80.0 +85.0 -Sao +65.0 -80.0 485.0 -80.0 75 6 SHEET,
Custom Size 15.131-10. +6 80 130 5,0 - .0 +65,0 -80.0 +8&0 -80.0 +65.0 -80,0 465.0 -60.0 -65.0 410.0 +85.0 -60.0 +65.0 •S0.0 9
Custom Size 14,131-1513D +65.0 -eaO +65.0 -80.0 +65.0 -e0A +65.0 -60.0 +65.Q -60.0 +65.o 410.0 +65.0 •80.0 +65.0 ao.o
Shawl 12464-14.130 +65.0 -Sao +6&o 4l0.0 +850 -80.0 +65.0 -80.0 +650 -Sao +65.0 •80.0 +65,0 -80.0 +65.0 •80.0 GLASS TYPE 1 � JR-0311 MO
Eqw-ita 24.964 +65.0 -80.0 465.0 -80.0 +65.0 -80.0 +6.0 -80.0- +65.0 •80.0 +65.0 •80.0 +65,0 Sao +610 -BOA
Custom Size 2Z131-T4.963 +65.0 �0.0 +Sao -Sao +BSA -80.0 -65.0 40.0 +65.0 410.0 +65.0 _`aO +61.0 •80A +6&0 -80.0
Stallard Prmiew 20.194-22.130 +65,0 -Sao +65.0 -80.0 +66.0 �0.p +65.0 -80.0 465.0 49L0 465.0 -60.0 ♦650 -80.0 +65.0 -80.0 ap
49' Custom Size 18.131-20.193 +654 .80.0 +Sao -80.0 +65,0 -80.0 +65.0 .80.0 +S&D -80,0" 455.0 -Sao +65,0. -80.0 +SSO -80.0 W
Custom Size 16.131-1&130 .65.0 •60.0 +6&O •80.0 +65.0 .80.0 +65.0 -80.0 +6&0 -BOA +65.0 -80.0 +65.0 460,0 +6&0 -80.0 o 'eaa
Custom Size 14.131-16,130 +65.0 a,O +6&0 -80.0 +65,0 -80.0 465.0 -BaO 46&0 4)0.0 +65.0 -80.0 +65,0 -PAD +650 -77.6 p o N
Shortest 12464-14.130 +55.0 -80.0 465.0 -80.0 +6&0 -80.0 +65.0 -8aO +6&0 -80.0 465.0 -HMO 46&a .80.0 +65.0 .7&1 13/18'NOM. N al°a a
Equal-Bte 25.777 +85.0 -80.0 +650 -80,0 +8&0. •80.0 +65.0 -80.0 +650 •60.0 465.0 .Sao +65.0 -80,0 465.0 -8010
s Cus-Oi Siza 24.131-26.776 +8&0 -Sao +65.0 .80.0 +6&0 .80.0 465.0 460,0 +650 -80.0 +65.0 -80.0 +65,0 -00.0 +65.0 -80.0 GLASSSTACK O A Z
a Standard Pmllew 20.844-24.130 4850 -80.0 +6&0 -80.0 +85.0 -60.0 +65.0 AD.O +6&0 •80.0 +BSA. -80.0 +6&0. -80.0 +G5.0 430.0
.090°PVB 0-A p W O
Custom Size 211.131-20.843 *61.0 80.0 +650 .80.0 +6&O 40.0 +65.0 -BOA 465.0 .80.0 +65.0 -SaO +65.0 -Bao 465.0 -80.0 AIRSPACE Z r0 1`
F 50.98• 1/8"ANNEALED GLASS 1/B"A =Lfl< d B
Custom Size 10./31-20,130 +65.0 -80.0 +65.0 '80.0 +65.0 -80.0 -65.0 410.0 +6&0 4nO +B5.0 410.0 +6&0 .80.0 +65.0 -6aO NNEALED GLASS IU U Cn unae
Custom Sit. 18.131-18.130 +85.0 430.0 +85.0 •80,0 +650 -S0.0 +6&O -80.0 465.0 -80.0 +65D -80.0 +65.0 -80.0 +65.0 -77.6 31 !75 H CC) ¢ 9M0-
Cu5tomSlze 14.131-16.130 +65.0 -60.0 +65.0 .80.0 +6&0 80.0 +65.0 •6D.0 •85.0 •80.0 •8&0 0 +65A '-80.0 +65.D -75.1 { O LU
LU
Shadest 12.46�-14.130 +85.0 430.0 +650 430.0 465.0 -60.0 +65.0 -80.0 +650 -00.0 +65.0 .80.0 +65,0 -Sao +65.0 -T3.8 5®OR 58 12'NOM. �Z� Z
31.984 +65.0 470A +65.0 -80,0 +65A -80,0 +05.0 -80.0 '*Fi5.0 4I0.0 +65.0. 4i0.0 *65.0 430.0� *6510 -BOA EXTERIOR GLASS BITE
� �
LUslom Size 3813'113t'S63 +65.0 -80.0 +6511 -80.0 +65,0 .80.0 +65,0 .80.0 +B&0 •60.0 465.0 -00.0 +&9,0 •B0.0 ♦Sa -77A LL
Standard Pmdew 2&794.28,130 +66.0 •60.0 +6S.0 .80.0 +65,0 .8aO +65.0 •SD.O +8&O -80.0 +65.0 -40:D +65.0 .40.0. +65.0 -73.9 GI j O
/--' Custom Size 24.131-25793 +65.a -80.0 +65.0 -00.o +650 -no +55.0 .80.0 +6&0 .80.0 +65.0 -00.0 +65.D -80,0 +65.0 -72.7 = N
/ 63� Custom Size T2131-24.130 +66.0 -80A +6&O -MO +65.0 41MO +65.0 •80,0 +650 -80.0 +65.0 -80.0. 466.0 .78.8 +65.0 .70.5 70.73 6.•mvLU
Custom Size 20.131-22130 485.0 -80.0 +650 -811.0 +65.0 -83.0 +65.0 -Soo •650 -80.0 +65.0- •80.0 +05.0 -77.1, +65,0 -68.4 IS 58 � �r IedyS
Custom Size 18.131-20.130 +6&0 -MO +6&O �0.0 +65,0 -00.0 +65.0 -80.0 +650 �0.0 •65.0 •80.0 +55.0 -7&4. +65.0 -66.5 { Q
us Clan Siza 18.131-1&130 +85.0 4910 +65,0 .80.0 +6&0 •80.0 +85.0 -80.0 +6&0 -00.0 405.0 -77.1 +65.0 -736 GLASS TYPE 2 484.7 -6q,7 F �
Stnrtest 13194•-18,130 +6&0 •80.0 +65,0 410.0 +65,0 1-80.0 +85.0 -80.0 +65.0 -76.9 +65.0 -71.8 +65.0 438.2 +823 4623 J C Equal-Isle 36.464 +05.0 .80.0 465.0 •8D.0 +65.0 -80.0 +65.0 -8aO +69.0 -80.0 +65.0 -80.0 +610 .80.0 +65.0 73.9 � Z DO ti
CuStOm Size 36,131-38.463 ♦65.0 -80.0 +65.1) -80.0 +65.0 -80.0 +65.0 -BD.O +65.0 -80.0 16&D -Sao +65.D -79-8 +65.0 -71.6 H S
Custom Size 1 34.131.36.130 +65.0 •80.0 +6510 -B0.0 +8&o •00.0 +65.0 •60.0 4650 •60.0 +65.0 -60.0 +65.0 -77.9 +65.0 -69.4 J ll
co
76' Slorufard PmAaw 30.094-34,130 +6&0 -MO -165.0 -all) +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65,0 -76.4 +6&0 -66,5 � S 0
Custom Slze 30.131-30.993 +65.0 -80.0 +65.0 .80.0 +B&O AO.O +65.0 -80.0 +65,0 •80.0 +66.0 -78.9 +6510 .74.6 466.0 -65.6 °l11 '°sa0 esl.aS
CustaO Size 28.131-3D.130 +6&0 -60.0 465.0. •80.0 +65.0 -80A 465.0 -80.0 +66.0 .79.1 +65,0 .76.3 +66.0 .71.0 +63.8 -63.8
Shortest 2&104°-2B.130 +65.0 '-80.0 +65.0 -80.0 +6&0 -80.0 1+66.0 -80.0 1+65.0 -75.9 +65.0- -71.8 +65.0 -682 +823 .62-3 ```%�"(p 1 LYN,q 1r1,/
11
EgvaWle 424B4 +61.0 -10.0 +65.0 -80.0 +65.0 4W.O +6&0 •80.0 +65.0 410.0 +66.0 -80,0 +6&0 77.9 +66.0 4i9,q .•'V1(;E1)S '•,��r J
84' Cuslan Siza 30.131-42483 ♦65.0 �0.0 +65.0 -80.0 +65.0 aaO +65.0 .80.0 +65.0 A0.0 +65.0. 78.9 +65.0 -74.6 +65.0 -65.6
Strmderd Pmi-I 34.194°-384130 +65.0 1-80.0 +65,0 1-60.0 1+65.0 B0.0 +65.0 1.80.0 1 465.0 -75.9 +BSA -71.8 +65.0 1-66.2 +623 -6Z3
yr: Nn.SS705
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 _ •• •'-=
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-46,391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIPTO TIP HEIGHT-49.806 " ✓17 -
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 ' J ;'•((�/
O�•. S A OF �(V:
1)TIP T
PTOSHOWN. OUND UP DIMENSIONS SHOWN.
T NEXTAVAILABLE EEENINAND EQUAL-LEG WINDOWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. /0NAL1G�'G��`
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN 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. P.EM 6B705
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TABLE 4: TABLE 5:
Design Pressure(Ihslfir)for Glass Types 4.7 SRIi NONL Dt1si n Pressure for Glass s 8.75
��- GLASS STACK 3N6"AN GLASS 3116'HS GLASS
Bolles Sash SesO FW lip To 71P Bottom 3aM TIP Ta 71P' *�I*
.090'�SG
DesulplbR palE7q IW � .680"PVB 1/8'HS GLASS D�griplon SIt IItlBht Nedlh A55' 3U 3/1G H:for Ghatftape 53-IIW 11B•H GLASS NrGl�an q' Qn)'� .631/B'24' EquaNilO 12481 +f16.0 410.0 3a 24• Equalille 12464. +80.0 -110.0 . ' 10NOM:EquoFOle 16,084aBS.O3b 12•NOM., Equa4111a '16,964 +BO.0 -110.0 26
TE. EXTEMnRGLASS BITE
31` SlandaN PmJew 12BB4iS.em +B5,0 $0.0. GLASS BITE 31" Slandard PmJew ,2904-15.em aBp,O -7100ShOdeal 12481-120.99 a65.0 $p,0 FXIFRIDR Shn.t 7241M-1299J +8a.0, -lima p 74
F_quW-0ta ta.asz aes.D 41aD a Equalauu 10.052 +eao ,1m.D 31PRODUCTREVISEO
Stand L Pnriew 15044-10.85, +650 $0.p 74Stomdwd PcWp 15.044-19.651 +m,a -7,0.p GSS TYPE 8 `GLASS TYPE 9 as co plyins with the Florida
18578 Wslom Sfze 15.131-15.843 +868 -,me � GLASSTYPE4 38.T18• Custom Slip 18.131-15.943 +m,0 -110.0 NOA-No: 20-0461.'11
Cuslam She 14.131-t$130 $0.0 Custom
Sim 14.131-15.130 .90.0 -110,0 ,1_ 13118'NOM 1 13116`Nam.
Snwmt 12464_14.130 +Bs.O .$0.0 -Sfmttrst' t24&Le14A9a iB0.0 -110,0 .L`" F•xpiratloaDateD812312D23
GLASS STACK GLASS STACK
7f16 NOM.
EgmLUte 22084 +85.0 -60.0 EqueH4e� 22884- +m.0 -110.p .080'SG. AIRSPACE`..
GLASS STACK AIRSPACE' A90"�' 'BY
Qaslom 6he 20.,31-22563 -+65.0 $0.0 Gaston Sha 20.131-22.9m +8a.0 .-110.0 118•AN GLA 1 3H6•AN,GtASS MLam ade Product Contro
3116'AN GLASS 1I8•HS.GlASS 11B"AN GLASS
Sta.d.d PRAL- 111.594-20.130 +85.0 $0.0 ,09T PV3 SlaMatd PmVow 18.594-20,130 +BOA -11so 31
]1
4s Cusfansm 19.131-1Bsm veso ao.o 3p. 3NcnyGLAss 4s astpmscp ,e.13f-tBsm +mD -n0.0 74 74 A)NO CHANGES THIS
Cullom Slm 15.131-10.130 +65.0 410.0 27 Custom She' 75.731-18.130 +BO.p -110.0 �R 112'NOM R 17 Nam, p SHEET.
Qz;lan Bhp 14.191-13130 +85.0 -60.0 1_NOM- Custom Size 79.131-15.1J0 +e0.0 -110.0 qR' GLASS BITE GLASS BITE
slmmest tz4Ba-14n30 +esa $a.o GIASSBITE 'Strodest 124e4.14,130 +Bo.o =110.0 z JR-03H1I20
Equal4lte 24.864 465.0 -80,0 Equs1411e 24,984 *MD -110,0 7p,7J 7o-7]
Cuslam SLm T2,191-24.003 a65.0 .$0.0 74 Custom Size. 22-131.24.563-180.0 410.0 ®OR 7
S4vsfald PmTlew 20.184-22730 +65.0 -85A 34 StWWd Mo%W 20.194-22.130 +60.0' .110.0 'GLASS TYPE 70 ®OR 6 'GLASS TYPE II
40" Custom 6h0 19,131-20.193 +8fl0' $0.0 GLASSTYPE5 4Er Cullom She. 10.131-20.193 +60.a •llq.o .m `L
Custom size 16.131-10.130 +85,a -60.0 Custom W size 16-131-18.130 -80.0 410.0 ',13HB'NOM.. 13118•NOM. 7 0 •soy
Cullom SIM 14.131-iD.130 a06.0 $0.0 1311B"NOM. Custom Size, 14.131-18.730 !00.p. -110.0 '� -'GLASSSTA(3C GLASS STACK 'a 0'
Sholest 12484-14.130 +65.0 -60.0 I GLASSSTACK Shodeat 12464'-14.130 480.0 -110.0 .09P SG O O W '-
Equtlitle 25.777 +65.0 -60.0 090`PVB EquWNlta 25.777 +80.0 -lima 'AIRSPACE AIRSPACEI •OBO`SG }� atop 'O ¢'.
F Custom Sae 24.171.26.778 +05.0 $D,o 'AIRSPAC3n8`ANG E Callon SIM 24.131-25.776 +m0 .41ma 118'TP GLASS. 116'HS GLASS 11B'TP GLASS 3116•AN GLASS. 0� .:x O
o SlaWald PtoJeW 20,844.24.130 *85.0 430.0 116'AN GLASS F SteMald Pmdew20.944-24.730 +80.0 -110.0 31 KITE
31 f 74 J z
L'llatatl Size 20,191-ZD.843 +85.0 430.0 31 �1,,,, O,�y C8 .W p
F 50518' 74 P 5D518- Custom She 20,131-T0.849 +80.0 .-1f0.0 �l...R g . `"' 12'NOM. Z � �.
Custom Shp 18.131-20.130 +65.0 $0.p - Gastrin Slm 10.1J1-1p.730 a80.0 •710.0 �77�V T
Custom Size 16.131-111.130 +65A .80.0 Gt1H Ire NOM. Ra tpR GLASSBITE' U L)caatamshe ,B,3t_1a.t3o.+eD.a mo.D a a C3 Z 6 JEi1FRc1R GLASS BITE Custom Size 14.131-16,130 +no- -11mo 0ma
Callan Siza 14.137-16.130 +8i0 4fao SnoleSl 72487.14.130 LU
+610 $0.p ShWesl. 12464-14.130 +D0.0 ""-110.0 7a:7] n>'.-. F
Equal4ii 31.bb4 4d&O $0,0 Eque4111e 31,BB4 +80.0 -110.0 OR o•�fr
1673 ® GLASS TYPE 12 `-' R GLASS TYPE 13 Z W ,?
Custom Site 28.131-31.D53 +630 _''-amo ®� 5 Cuttam sire 23737-31.9m +eo.p -no.p
S"wdPmJW 25.794-26,130 +6&0 no .-
GLASS TYPES f:J e-
SlwldwdPmdew 26.784-Z6.13p +80.0. -110.D LL
Callan St.. 24.107.25.709 .65.0 $D.0 Custom SIM 24.131-25.783 +80.0 -110.0 t3115'NOM. 13118'NOB7, O
or Cullom She 22131-24.130 +ego $0.p Or Custom Size 22.131-24,190 +80.0 410.0 GLASS STACK GLASS STACK =
Cullom Size. 20.131-22 7 30 +86,0 $0.0 ~' GLASS STACK Custom Sfze 20.137-T2130-+eD.O' •770.0JG
,OBO"SG JPACE
.090•SG ®,� W
A AI J.
Casten Size 19.131-20.130 +65.0 $0.0 AIRSPACE .OBO'PVB Custom Size 18.131-20.130 +80.0 -110.0 3116-AN 1!B•HS GLASS u1GTP 11B`HS GLASS 90 ,Z iaa45
Custom SIM WiSl-18.130 +610 $0.0 3116'TPGLASS 118'AN GLASS Custom SIM. 16.131--le.130 +80.0 •110.0 74zyShalest 131W 16.130 +630 4f0.0 Shaded111.0 6.130 +6o,a •lima 74FEquaHlla 38.404 +65.0 $0.p Equal•Ilta 38.464 +Bo.O -770.0 ,®ORIWNOM. 1-NOM.Casten Size 00.131-78.4m +e6.0 $D.a R t2'NOM, Ctetom 61za 36,191-90,4m +80.0GLASS BITE" EXTERIGLASS BITE Z 'Qlsfonl Sixu 34.191-38190 am.0 $0.0GLASSBITE Cullom Sim: 34,131•36.130 +80.0 -110.0 Cj78' Slemlvd PlWaW 3D.984.34,130 +6y0 $0.p 4�3 76'. SlanoaN PmJew 30.904-34.130 +Bas 410.0aCustom SILO 3ml31-30.03 .65.0 $0.0 Y' � � Cullom Slm 30.131-3mom +80.0 '-lima 70.7]� 7673 Q Custom SIM 28.131-30.130 -65.0 •00.0 SOR 7Custom Slm 20.131-30.130 +00.0 -11D.0 TYPE I4 TYPE IS a111 -asap saws
SflaleA T8.184'-20-130 +860 4i0.D GLASS TYPE7 Shorlael 23104'-28.130 +80.0 -110.0,
r
Cualmtl6izo 3at314 2403 65,0 $O.D eb' Gct�mRslzo 38.131a424m 64 ,�.0 -vau �,,, 01Y LY1�1N/''�..
40
S1aldad PmdeW 94.18/'-93130 a66.0 410.0 Standam Pmdmv 34.194•-33/30 +80.0 -115.0 `tea,.• LtCENSR••�(��,;
-MN UM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TOYIP HEIGHT-49291 No.587D5 .P
MINMUM SASH HEIGH
T FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 7y" ,••
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-41808
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48,809 •(�( ,
;moo'•, JTr ,• ��
L` tVV:
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS.SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. "'till
L NAL 00G'
2)FOR SIZES NOT SHOWN,ROUND,11P TO THE NEXT AVAILABLE SIZE I AN.ANNEALED
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE,TABLEABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITH IN. TP-TEMPERED 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO 0.LYNN MILLER,p.E
.A MAXIMUM POSITIVE DESIGN PRESSURE OF465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS-HEATSTRENGTHENE0 NN MILLER.
I
i
TABLE 5:
Anchor Quantities Required for -JIp o Tip Width
"Through-FramO"Installation 181 3W 37" 41' 45" 49^ 63.1181
usin Glass T es 1.7 Jamb Jamb Jamh Jamb Jamb JambBoom f1�y Jamb Jamb
DescriMloo Sash HeI91d z ' s_ s ri f s z
ror Ghen Range R°ngo M1 '6.x x x
a m m m Xq q v, T BLE60-
24" FAud4ilo 12464 1 2 7 1 2 1 1 2 1 1 2 2 1 2 2 1 212 1 2 2 1 2 2 Glass Description(Listed from Ettterior to Interior) i Equal.11to 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 z 7 2 2 Type PRODUCT REVISED
as complying with the Florida
tandem Ptmizw 12.994-15.063 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 U8"AN,.09D"PVB,1!B'AN { Building Code
SMdeSt 12464.IZ993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 13116'LIG:1/8"AN CAP;AIRSPACE,1/8'AN,.09D'PVB,118'AN NOA-No. 20-0401.11
Equa1411e 19.852 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 3 13f18"LIG:118"TP CAP,AIRSPACE,116"AN,.09D"PVB,116"AN Expiration DatoOH/2312023
Sandard Pmder 16.944-1&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 VB"HS,.09(1'PVB,1/8"HIS "7-
363l81 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 ` By
Custom Size 14.131-15.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 21212 2 2 2 2 2 5 3l1G'AN,.090"PVB,3li6°AN 1 Miaml-Dado Product Control
Shon.t 12.464-14.130 2 2 1 2 2 1 2 z 1 2 z 2 2 2 2 z z z 2 z 2 2 2 z 6 13115"LIG:3116"AN CAP,AIRSPACE,'1/B"AN,.090'PVB,118"ANI
EgtmNlto T1.964 2121 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13116"LIG:3l16"TP CAP,AIRSPACE,1/B'AN,.090'PVB,1/8"ANI A)NO CHANGES THIS
Custom Size 20A31-22063 2 2 1 z z 1 z z 1 2 2 2 2 2 2 z 2 2 2 2 z z z 2 a SHEET.
Sta,dod Pmdew 1&591-20.130 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 Slze 66.131.1&593 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 p 2 2 JR-03/11/20
Custom Size 15,131-18,130 2 2 1 2 2 112 2 11212 2 2 2 2 2 2 2 2 2 2 2 2 2
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
Shatest 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
u 4{la 24.984 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 21212 2 2 2 _ UI
ro Q
Custom Slze 72.131-2<.903 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2.212 2 2 2 2 �Standard Ploww 20,194-22,130 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O O 0 o
40- Custom Slze 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 I N >ao0 Z p
Custom Size 18.131-18A30 3 2 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 '2 3 2 2 Q
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 2 3 2 2 Z o
Shedcal 12464-14.120 3 2 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 J
Equal-0te 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 Z LL t�0
Custom 5¢e 74.131•26.776 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U U m uao,a
o Standard Pmdmv 20.844-24.130 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W W J •oN
Custom Size 20.131-211143 2 2 112 2 1 3 2 1 2 2 2 2 2 2 2 2 2 2,2.2.2.2.2. F-- '11/0
f 66618' 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 i d.
CasWm 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 ror Z a Z {WyI
Custom Size 14A31-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 7 2 2 Ur J a=
SlnllgiL 12,_ -14.13D 3 2 1 3 2 1. 3 2 1 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z
Equal4lte 31.D84 2 3 1 2 3 11 213 1 2 3 212 3 2 2 3 212 3 2 2 3 2 = ON
Custom Size 28.131.31.953 3 3 1 3 3 1, 313 1 3 3 3 2 3 3 2 3 3 2 3 3 2
Standard Pmim 25.794-2&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 ® �i W F,
Custom Size 246131-25.793 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 Q Ioa45
6T Custom Size 22.131-24.130 3 2 1 3 2 11 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Q N
(/\ Custom S@a 20.131.22,130 3 2 1 3 2 11 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 j Qo
Custom Size 1&131-2&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
Custom Size 10.131-10,130 3 2 1 3 2 1, 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O n
Stp4est 13.194'-18.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 U 2
Equal-0ta 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 ¢ U3
Custom Size 36.131•3&463 3 3 7 3 3 1' 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 a111 •arse ca„•rs
Custom Sae 34.131-3&130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
76- SWIdard Piedeu 30.994-34.130 3 3 1 3 3.1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
Custom Sinn 30.131-30.993 3 3 1 3 3 11 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ` �Y LYnlN'
LLslan Size 2&131-30.130 3 3 1 3 3 ti 3 3 1 9 3 2 3 3 2 3 3 2 9 3 2 3 3 2 LIGENSF' `��
Shortest 2&1941-28A30 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 �; •,•P
Equal4lts 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 314121314121314 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705
61` Custom Stxo 38.131-42463 3 4 7 3 4 1 3 4 1 3 4 2 3 4 2 3---4 2 3 4 2
SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE,TO DETERMINE THE 1'f=
Stmotard Pmdew 34.1941.38.130 4 3 1 4 3 1 4 3 1 4 9 2 4 3 2 4 3 2 4 3 2 4 3 2 WINDOW SIZE
°MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.381 2)FOR SIZES NOTSHOWN,ROUNDUP TO THE NEXTAVAILABLE SIZE. .'• )��- �`
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 %OT'•. ATE OF
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TOTIP HEIGHT-49.803 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW;SIZE IN THE TABLE ABOVE '�(ts''•:t.40R1DP;.•''G\ �
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUSTOP WINDOW WILL COMPLETELY FIT WITHIN. 7ik9 -l"
AIAL
4)WINDOWS WITHTHE LOWSILL OPTION ARE LIMITEDTOA MAXIMUMPOSITIVE DESIGN I1111111 j1
PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURESARE UNAFFECTED. A.LYNN MILLER,P.E.
P.Etl68705
�I
I
I
I
TABLE 7:
AnchorQuandtlos Required for Tip to Tip W th
"Through-Frame"Installation is, 2S' 33" 31" 41' 45' 4Er 534/B;
ustnq Glass Types S-16 Jamb Jamb Jamb. Jamb JsmhJamh Jamb'. Ymb
Bottom Sash of h ¢ ¢ ¢ ¢ rc ¢
Description Sash Helubt
ter Gmn Range., Rarpe On)
24" Equd40a 12.454 1 2 1 1 2 1. 1.12 .1 7 2 2 112 2 11 2. 2 .1 2 2 1 2 2 TABLE 78:
Equw4lte 1&9" 1 21111 2 1' 1 2 1 1 z 2 1 2 2 .112 2 1 2 2 1 2 2 Glass 'Description Listed from Exterior to Interior) PRODUCT!REVfSED
Typo. P ( ae comp)yyingg with the Florida
31" Sbuderd Pmitw 1298d-15.983 2 21112 2 1 212 .1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Buliding Codo
SMrlaat: 12469-12983 2 21112 2 7. 2 2 1 2 2 2 2 22 2 2 2 2 2 2 2 2 2
8: 3116"AN,..090"SG;311S"AN NOA-No. '20-0401.11
EquaNite 19.652 2 2 112 2 1 2 2 .1 2 212 2 2 2 z 2 z 2 2 z 2 2 z 9 3116'HS,.09W SG.1116 HS Expiration Date OB/2312023
Standard Prov4m 1&944-19.651 2 2 1 2 .2 1 212 •1, 2 212 2 2 2 2 2 2 2 2 2 .2,2 2 10 13116"LIG:�11B"'AN CAP,AIRSPACE,118•HS,..09W'SG;118"HS
3&3W Custan Size 15.131-15.943 2 21112 2. 1. 212 1 2 212 2 ,2 2 2 2 2 .2 :2 2 -2 2 2 11 13116"LIG:T1W.AN CAP;AIRSPACE,3116"AN_090"SG.3116"AN -BY
Custom Sae 14.131-15.130 2 21112 2 1 -2 2 1 2 '2 2 2: 2. 2 2 2 2 2 2 2 2 ,2 2 iZ' 13/16"LIG:�1/B'.TP CAP;AIRSPACE;�1/8"HS..090'!SG;:1/8".HS 'MI Papua Product Control
5fromasl 12484.14.130 2 r 112 2 7 2 2 4 2 212 2 2 2 2 2 2 2 2 2 z 2 2 13 13/16"LIG:-.118'TP CAP;AIRSPACE,3118"AN,,.090".SG,3118"AN
Equal4lla 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 z .2 2 2 2 z a 2 2 .3 2 'A)NO CHANGES'THIS
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 12 - 3 2 14 13116"LIG:3/16"AN CAP,AIRSPACE,:118'HS,.090'SG,Ila'iHS SHEET.
Standard Pmdew 1&594-20.130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2121 2 2121 2 2 2 3 z 15 13/16°LIG:3/18'.TP CAP;AIRSPACE, 1/B'HS;.090°SG,1/B'HS ,
46• Custom Size 16.131-1&693 z z 1 2 2 1 2 z .1 2 2 2 z 2 2 z 2 2 z .2 2 z 2 3 JR-03/11/20
Gaston Size 15.131-16.130 2 21112 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Cunt=Size 14.131-1&130 2 2 112 2 1 2 2 1 2.2 2 2 2 2 2 2 2 2 2 2 2: 2 .3
Shafts! 1Z464-14.130 3 2 113 2 1 3 2 1 3 2 2 3 2 .2..3 2 2 3 2 3 :3 2 3 Go Q
Equal-file 24.9M .2 2 112 2 1 2 2 1 2. 2 2. 2. 2 2 2 3 2 2 3.2 2 3 2 W,
Custom Size 22.131,-24.963 2 2 1 2 2 1 2 2 ;i 2, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 >'
o
6lenderd Pmdcw 20.194-22130 2 7 11212 1 2 2 .1 2 Y 2 2 2 2 2 2 2 2 3 2 2 3 3 /r 0
49' Custom Size 18.131-20.103 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 } sop 03
Custom Size 16.131-1&130 3 2 1 3 2 1 3 2 1 3. 2 2 3 2 2 3 2 2 312 2 3 '2 3 L7.N -0
Custom Size 14.131-16.130 3 2 11312 1 3 2 1 3 2' 2 3 2 2 3 2 2 312 3 3' 2 3 O•M to Z
S
hortest 12484-14.130 3 2 113 2 1 9 2 �.1 3 2 2 3 -2 .2 3 2 2 3 2 3 3 2 3 O-3 C3 W o
Z to ti= im 25.777 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2. 3 z = .V .^
ize. 24.131-25.776 2 2 112 2 1 2 2 1 2 212 2 2. Z 2 3 2 -2' 3 2 2 3. 2 p U_p
muew 2&844-24.130 2 2 112 2 1 2 2 1 2 212 2 2 :.2- 2.. 3 2 2 .3 2 2, 3 3 •FIN, 2 03 �'uam •oq
8 Size 2s.131-20.643 2 2 1 22 1 2 2 1 2 2 2 2 2 2 2 2' 22 22 2 33 W6&fi/e' 5ae 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 3 3ize 16.131-10.130 3 2 1. 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 23323 Z.ize 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 tLt 12.404.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O_ .� O.
Equawte 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 ,_ to
Custom Sae 28.131-31.983;3 3 .1 3 3 1 3 3 .1 313 2 3 3 2 3 3 2 3 3 3 3. 4 3
Staolod Pmdaw 26.764-2s.1311 3 2 1 3 2 1 3 2 t 3 2 2 3 3 2 3. 3 2 3 .3 3. 3 3 3 ' ® � 1-`
Custom Size 24.131-2&703 3 2 1 3 2 1 •3 2 1 3 2 2- 3 3 2 3 3 2 3,,3 3 3. 3 3 2 Z' :Qn laaNS
83" Custom Size 22131-24.130 3 2 1 3 2 1, 3 2 1 3 2 2 3- 2 2 3 3 2 3 3 '3 .3 3 3
Custom Sae 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 33 3 F¢¢ � 13- ¢;
Custom Size 18,131-20.130 3 2 1 3 2 1. 3 2 t 3 2 2 3 2 2 3 2 2 3 2. 3 4 3 3 y .Z. Ir o
Custom Size 1&131.18.130 3 2 1 3 2 1. 3 2 1 3 2 2 3 2 2 3 2 2 4 3 E 412 3
Stomeet 13194'-i&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 ¢ 7 U =
Equel4ito 3IL464 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. ¢ [n
Custom Size 36.131-36.463 7 3 1 3 3 1• 3 3 1 3 3- 2 3. 3 2 3. 4. 2 3 4 3 3 4 3 net •asoe:oua5
Custom Sae 34.131-36.130 3 3 1 3 3 7 3 3- 1 3 3 .2 3, 3 2 3 4 2 3 4 3 3 4 3
76` Standard Pmdew 3MO94-34.130 3 3 1 3 9 1' 3 3 1 3 9 2 9 3 2 9 3'.2 3 4.3 4 '4 3 !r,/J
Custom Sae 30.131 T 30.893 3 3 1 3 3 'tl 3 3 Y 3 3 2 :3 3 2 3 3 2 4 :3' 34 4 3 G ��NO�YUYl�1n/��i///
Custom Size 26.131-3&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 •_�.•'1,10ENSc'-:t(
Shctwt 25.194•-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
Equal4ue 42489 3 4 1 3 4 i; 3 4. 1 3 4 2 3 4 2 9 4 2 3- a 3 3• 5 3 1)TIP
TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705
B4• Custom Sae 3&131-42463 3 4 1 3 4 1! 3 4 1 3 4 2 31412131412141
4 3 4 6 3 SUBTRACT,1"FROM THETIP TO TIP DIM('NSION.IN THE TABLE;TO DETERMINE THE
1 =
Standard Prmiea 34.104--3&130 4 3 1 4 9 f 4 3 1 4 3 2 4 9 2 4 4' 2 4 41 3 4 4 3 WINDOW SIZE,
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE SIZEOF
•' I Z�, ;•�`
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
M NI MUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS;FIND,THE SMALLESTWINOOWISIZE IN THETABLE ABOVE !%CAS�'•F<ORID1;;.'•\r;�
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.
4)WINDOWS WITHTHE.LOW SILL OPTION,ARE LIMITED TO A MAXIMUM POSITIVE DESIGN it
PRESSURE y
PRESSURE OF.+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E.
I P.E.O fi6705
INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION NCHOREDTHROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU.
r -T---------- SEE NOTE 2,HIS SHEET.
ANCHORED THROUGH I---^1 EMBEDMENT EMBEDMENT
FRAME OR NTO 2K
I 1/4"MAXSHIM 1/4"MAX SHIM 1` •--r••
FRAME OR @UCKSTRIP. ) I —^I '` � t SEE NOTE 2,HIS SHEET. —I� I MEANT (�EMBI EDGE E 4 SASH VISIBLE 17 EDGE PRODUCTIREVISED
+ . LIGHTWIDTH as eomplyL�ine with the Florida
_►�J_ I— DISTANCE • •,;�• • DISTANCE Building Co do
114"MA%SHIM 1B "•'d, NOA-No. 20-0401.11
{�.FIXED VISIBLE Expiration Date 08/23/2023
1 SEE TABLE f LIGHPWIDH
NOTE B FORS
18 HEAD TYPE F. Miam a •Protluct Contra
30 A)REVISED ANCHOR
FIXED TYP.NCHORTYPE, 44 • '• I'•'•\TYPF-
EXTERIOR2 TYPE TABLE.
VISIBLE EMBDMENTND ';'q
LIGHT EDGE DISTANCE PER e" JR-03I11/20
HEIGHT Al
SUBSTRATE,SEE 31 •`•••!•'
TABLE S. 5 R®8 ti•".
32 I TIPTO TIP WIDTH TYP.ANCHO EMBDME CoTYP.ANCHORTYPE, HORIZONTAL SECTION A-A EDGE DISTAN > N
45 EMBEDMENT AND EDGE SUBSTRATE,SEE o nsy
DISTANCE PER SUBSTRATE, TABLED. a m
14 SEE TABLE 8. �{ Imo— 1/4'MAX.SHIM >- slop O '-
VISIBLE LIGHT FORMULAS: p v CO O
46 55 DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE -I ro Z Zo
43 COMPLIANTALUMINUMISTEEL FRAMING SHEET 9 FOR STANDARD SILL) 0-1C ' o
TIP OR STEEL STUD.MAY BE VERTICAL OR
TO 73 HORPROPERTIES,TABLE NTAL SEE SUBSTRATE WIDTH W LJ m J "9
TIP 63 USE EITHER 1 @ SASH 8 FIXED LITE:TIP O TIP WIDTH-5.12" F Z 00 J .n
HEIGHT SWEEP LATCH@ O W ..
MIDSPAN OR HEIGHT(EOUAL-LITE7 > F'
BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" 2 �°,, Z
snsH INSTALLATION HEIGHT(PROMEWI O
VISIBLE A. OPTION 4 LL
LIGHT @FIXED LITE:TIP TO TIP HEIGFTI72+3.78` Z
ANCHORED HROUGH @SASH:TIP TOTIP HEIGHT2-11.97• _
HEIGHT FRAME INTO METAL ® W 0
HEIGHT(CUSTOM SASH) c� Z
@S 1say6
@FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" qa
TABLE B: ASH:SASH HEIGHT-4.fi0- F to
W
EXTERIOR Anchor Su6strale Min.Edge Mtn. 6 X Q
Distance Embedment iEYi W.. o
33 P.T.Southern Pine(SG=0.65) 9/16" 1-18" NOTES: Z
=
10 012 Steel, Aluminum,6083-T5 min. 318- 0.053" Z
15 1B-8 or 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON
OPTIONAL HI-RISE SS Screw A36 Steel 318" 0.063", TABLE B.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q I ILL1
co
SILL SHOWN.SEE Steel Stud,Gr.33 min. 3f9" '0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ollU •sao0 caus5
1"WEEP 42 SHEET 10 FOR Concrete(min 3.35 kei) 1-3/4"
NOTCH AT STANDARD SILL. 1!4'410 SS /I/
EACH END 1/4'MAX. CmteFlex Ungrouled CMU,(ASTM C-90) 2-112" 1-114" 2)MASONRYANCHORS MAY BE USED INTO,WOOD AS PER TABLE `�,\`O`�Y� 1
P.T.Southern Pine(SG=D.55) 1" 1.318" 8.ALL WOOD BUCKS LESS THAN 1-12'HICK ARE TO BE
SHIM Concrete(min.2.85 ksl) 1" 1318" CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL �t"C1�Se''`!�l�,p;'
1/4"Steel IF UNITIS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS
Ultmcon Ungrouted CMU,(ASTM C•90) 2-112' 14/4" DEPICTED AS 2X ARE 1-1/2-THICK OR GREVER.IXAND 2X BUCKS .r� No.50705
P.T.Southern Pine(SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER - �//�1Q %�=
NOANCHORS '• - LOADSTO RESTRUCTURE,WOOD BUCKDESIGNAND :(�.•
Concrete(min.3.00 ksi) 1-3/16" 1-3/8"
REQUIRED IN 1/4"Steel INSTALLATION IS HE RESPONSIBILITYOF THE ENGINEER OR = Z(� - ��
•' Ungrouted CMU,(All G1) 1-1/2' 14/4°
FLANGE OR Ultrecon+ ARCHITECT OF RECORD..
�Q �( .�`
EQUAL-LEG P,T.Scuthem Pine(S(3m0.65) 1" 1-3(8" TH OR HEIGHT
i FLORIOP,.•'•
FRAME SILLS • ' - - • B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PN/HEXIFLAT HEAD TYPE 15 DAYLIGHT OPENING)S BEYOND THE METAL SUBSTRATE. 3)VISIBLE ISGHT S MEASURED FROM BEADING TO O BEADING.DTOAS /�',,ZONAL -'
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 1r1111n111 `
C)"UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E.
P.EN5970S
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME. ANCHORED THROUGH FRAME AND IXI
OPTION 1 EDGE DISTANCE __ _
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETFJCMU..
HROUGHr — --- ---- — SEE NOTE 2;THIS.SHEET:
FRAME
2XMOD EMBEDMENT EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP• - 1/4'.MAX SHIM 1/4"MAX SHIM „•I,y;
SEE NOTE 2,THIS SHEEP. EMBED- ( I- SASH VISIBLE -, 17 I EDGE .PRODUCT;REVISED
MEHT EDGE s I l LIGHT,WID7H
�- •. �Ias comPlYingg.wilti tho Florldo
—('— DISTANCE DISTANCE Building Co do
1/4"MAXSHIrn ;t: 19 .',,`r, Noa No. 20 0401.71
FIXED VISIBLE Expiration Date0812312023
zT L_-- _ ----� J "_ LIGHT WIDTH /1 T
SEE TABLE .-_r: II v BY
3 NOTE B.FOR Miami-Dodo Product Control
18 HEAD TYPE
I 30 A)REVISED ANCHOR
TYP.ANCHOR I,, 44
FIXED EMBEDMENTAND _ 4;,.••'' \TYF
TYPE TABLE.
VISI
LIGHT EDGE DISTANCE PER ^••�•'
SUBSTRATE,SEE OR 5B JR-03f11f20
HEIGHT TABLE B. I 31 B I ..'
32 I BUCK WIDTH ' TYP.ANCHO
TYP.ANCHORTYPE,. EXTERONTAND
R HORIZONTAL.SECTION A-A 'E DISTANCE W
EDGE DISTAN
45 - SUBSTRATE,SElE '��: •nna
EMBEDMENT AND EDGE TABLE B. �0 :0
DISTANCE PER SUBSTRATE,
iq SEE TABLE B. I },n olop O `-
—�{ I--v4•MA%,sHlre VISIBLE LIGHT FORMULAS: p v � z
40 55 I I (SHOWN FOR HI-RISE SILq SEE O LL'p' W. C.
43 - SHEET9T-0RSTANDARD SILL) Z -co
DADE APPROVED MULLION,FBC , =LLF.—
I ,re.
H UCKEIGHT 13 USEEITHERI OMPLIANT ALUMINUMISTEEL FRAMING DS—ATMSH BFlXED CITE:BUCKWIDTH-4.12' W'V.m .—) una0 :og
83 ORSTEELSTUD.MAYBEVEfrnrALOR ® F--Z V. J Ohu1
SWEEP LATCH® HORIZONTAL SEE SUBSTRATE o W^
MIDSPAN OR 2 PROPERTIES;TABLEB.: HEIGHT(EOUAL-LITEI Q.>_d. �U)
BOTTOM LOCKS -BUCK HEIGHT2-3.23• .-Z .Z
INSTALLATION U
SASH 'HEIGHT(PROVIEW) ,LL
VISIBLE EQUAL OPTION4'. @FIXEDLITE'.BUCK HEIGHT2+428" � Z O
LIGHT IPGIBO% .ANCHOREO.THROUGH .@SASH:SUCK HEIGHT/2-11A3' .'2 'F co
HEIGHT - FRAME .FRAME INTO METAL i ® `8ti+ J U
SHOWN HEIGHT(CUSTOM SASHI :U, ;W.
@FIXED LITE:BUCK HEIGHT-.SASH HEIGHT-2.55 Z In JEW
@SASH:SASH HEIGHT-4.60" p ,y 'X
EXTERIOR Min. dge ,Min. 'U.
ULI
Anchor -Substrate Distance' Embedment :� —I 'o
i -12 33 P.T.Soulhem Pina(SG=0,55) 911E .1.318" ,NOTES:, S ,-9, rz
#12 Steel,.: Aluminum.6063-T5 min: .318" 0.06r .J ¢�. N .
1fi 18-8 or 410 1)USE SUBSTRATE-APPROPRWTE ANCHORS LISTED ON
i OPTIONAL HI-RISE SS Sclaw .A36 Steel 318" 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W
SILL SHOWN.SEE Steal Stud,Gr.33 min. .318" 0.045•(18 Ga) INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF anu •yam•"cos
1"WEEP 42 SHEETIOFOR - THEWINDOW.
Concrete(min.3.35 Its!) 1" 1-3/4°
NOTCHAT STANDARD SILL 114"410SS I-. \N1tt 111/rr
EACH END CreteF�s Ungrouted CMU,.(AST'M C-90) 2-1/2" 14M 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE ��� �,Y LYAJ ' ".,�
SHIM X P-T..Southem Pine(SG.0.55) 1" 1-318" 8.ALL WOOD SUCKS LESS THAN.1-12'THICKARE TO BE j��?�uCEN�F�''�((J'
Concrete(min.Z85 ksi) 1" 1-318° CONSIDERED 1X INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL ; �
114'Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS ••,�
_ Ullrecon Ungrouted CMU,.(ASTM 690) 2-1/2" 1-1/4' DEPICTED AS 2X ARE 1 Y2'THIDK OR GREATER 1X AND 2%BUCKS _�-.: 140.50705
NO ANCHORS ,r,. _a.,,y'•��.""• P.T.Southern Plus CSG-0.55) 1" I-us" ,(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER = 1r
REQUIRED IN , iFLANGE OR ,'„ Concrete(min:3.00 ksi) 1.3/16". 1-3/B" LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND J tT
1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR //EQUAL-LEG .•t ,,. Ullracon+. Unglouted CMU,(ASTM G90) 1-112" 1-1/4" ARCHITECT OF RECORD. j %O T OF ��`
FRAME SILLS _ P.T.-Southern Plna,(SG=0.55) .1" 1�/8 .,t�'••-..4ORIW`. •'_�C-;
A)MIN.OF.3 THREADS BEYOND THE METAL SUBSTRATE 3)VISIBLE LIGHT WIDTH OR HEIGHT REFERRED TO AS i�tS
• • B)USE ONLY FLATHEAD ANCHORS INJAMBS,PANMEXIFLATHEAD TYPE IS', DAYLIGHT,OPENING)IS MEASURED FROM BEADING TO BEADIN /1/S//ONALI
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)"UNGROIITED CMU"VALUES MAY BE USED FOR'GROUTED CMU APPLICATIONS: i A LYNN MILLER,P.E.
P.En50705
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE
DISTANCE EDGE
�+EMBEDMENT a
DISTANCE
E
NCE 1/4"MAXSHIM
114"MAKSHIM
s sastiwsiBLE. PRODUCT REVISED
(� 17 as eamplyingwith the Florida
,I LIGHT WIDTH � .6WIdIng Code
EMBEDMENT NOA-No. 20=0401.11
Expiration Dato08/2312023
27 MAX. EMBEDMENT. 19 FIXED VISIBLE J
- -1_ r-LIGHT WIDTH I J nu ' .
Miaml-Dade Product Control
ypNtSHIM
TYPtANCHOR TYPE,.
A NO CHANGES THIS:
EMBEDMENT AND EDGE'. !- �,
FIXED DISTANCE PER SUBSTRATE, 2 SHEET.
VISIBLE
LIGHT SEE TABLE 9. 44• -
HEIGHT JR-.03111f20
31 5 OR 5B
!i
32 I 'BUCK WIDTH
HORIZONTAL.SECTION C-C' EMBTYP wcrio.Z.P . Z
45 DISTANCE PERU SUBSTRATE,SEE 'AON
tIADE'APPROVED MULLION,FBC TABLE 9:(NAIL SHOWN) ❑,
14 COMPLIANTALUMINUMIST&L,FRAMING n Drop -0
1/4'MAX.SHIM OR STEEL STUD.:MAY BEVERTICACOR 6 N
HORIZONTAL SEE SUBSTRATE �X`�1 rn. Z
O.-�
43 VISIBLEPROPERTIES,TABLE 9. 'LIGHT.FORMULAS: 'z:U.
BUCK 19 '(SHOWN FOR STANDARD BILL;SEE =1L 7' � n-
HEIGHT 63 USE EITHER 4 SHEETS 7OR8 FOR HI+RISE SILL) ,W U,m usmn
SWEEP LATCH'@tl10,OR d1257EE1. 1--Z 'V' . 'ON .
MIDSPAN Oft 2 48 55 SELF-ORIWNG WIDTHC-W ¢ oMo
BOTTOM LOCKS SMS(G5);SEE TABLE 9. @ SASH'&FIXED LITM BUCK WIDTH-4.12" Z Z
SASH .HEIGHT(EOUAL-LIE).
VISIBLE BUCK HEIGHT2-323"
LIGHT INSTALLATIONS F._ U.
HEIGHT .OPTION7 .HEIGHT(PROVIEW):.,
'@FOXED.LITE::B UJI
UCKHEIGHT2*4,28" W p� UW1
ANCHORED THROUGH @SASH:BUCK HEIGHT12.11.43"
INTEGRAL FIN INTO METAL.
HEIGHT(CUSTOM SASH i LL
EXTERIOR 18 I STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-255' F es: J
.SHOWN;SEE @SASH:SASH HEIGHT-4.BD � p
33 PREVIOUSSHEET Z' �<
42 B FOROPnONAL �' .� C9WEE I�
NOTCHAT HI-RISE SILL �'. ,CD
EACH END TABLE 9: a¢ •a ad,a
_J8F1IM Min-Edge: Min. NOTES: l+as
Anchor Substrata Distance Embedment ' _ J PPROPRIATE t t 1 n I r i r 1
13'Box Nail P.T.Southem Pine(SC>=0.55) 5/16 2438 ANCHORS LISTED ONTABLE9 FOLLOW �� ON CCYfVill���l fl'
.2-1/2"x:131"Common Nall P.T.Southern Pine(SG=0.S5) 319, 2.438 EMBEDMENTAND EDGE DISTANCE LIMITS;ANY
2-1/2"x.145'RoofingNall P.T:SouthemPine SG=B.55). 318' 2,438 INSTALLATION OPTION SHOWN MAY BE USED `T-; .•��`,
TYR ANCHORTYPE, ( ON ANY SIDE OFTHE WINDOW.
NO.55 05i
EMBEDMENT AND EDGE -EDGE DISTANCE 2112"x.:145"Roofing Nail. P.T.Southern Pine(SG-0.55). 3/8 .2438 , I. : 4-
DISTANCE PER SUBSTRATE, - 2)VISIBLE LIGHT WIDTH OR HEIGHT,(ALSO
_� P.T.Southern Pine(SG-0.55) 1/2 1:375 �]
SEE TABLE fl. #10-Steel Tmsshead.Screw REFERREDTO AS DAYLIGHT OPENING)is
-� EMBEDMENTMEASURED �� 1J Z�•
(SCREWSHOWN) :#1BSteel,'18.8 or A10 SS '0.125"Aluminum,'6063•T5 min,. 18' 0,125 ..FROM BEADING TO BEADING. "0�. S.TE OF
VERTICAL SECTION D-D ScrewD,D45"(18 Ga)SteelStud, r.33 min. 516' 0.045 'f�'�S' NAL Se"
A)MIN.OF 3.THREADS BEYOND THE METAL SUBSTRATE 1 r r r I 1 I I I I t 1)t
A.LYNN MILLER,P.E.
P.EC 5W(t5
i
2.560• 3.185' +- 2.060°
2.846"
II-- .062"
1.126'
2.848" .082• .00Y .062'
2112' I 2.724'" 2.7z4• 2.724• PRODUCT REVISED
+ae complying w20-04lIh the 1.11
. •. .�. .O6Y .BBT- 1.125" .�+-• I' lorida
Building Cade
� � I NDA-No. 20.0407.1'1
Expiration Date 08123/2023
O FLANGE FRAME HEAD O INTEGRAL FIN FRAME O EQUAL LEG FRAME HEADO FLANGE FFU1h1E:IP,MB O INTEGRAL FIN FRAME pO EQUAL LEG FRAME JAMB
By
HFAD JAMB Miam adoProduc"ontro
A)NO CHANGES THIS
2.796• 2.798" 2.798" L+ SHEET.
� JR-03f.11/20
2.841" 3 166" $/l
2.941° 3.008^.3.50a" 4A33° � 0
/nny
.062• .082' .067' .062^. .f)82' .062• :C9N ao0 0 i
O
O� .uJ. .Z
O-�p LU .o
1.125• __Lu a �
O7 FLANGE FRAME SILL O EQUAL LEG FRAME SILL io FkAN HI-RISE FRAME SILL. 1.12 tz EQUAL FRAME JU `Q unora S u
OINTEGRAL FIN FRAME SILL LU
11 INTEGRAL FIN FRAME o Z co
Z
2.273' -tea OSILL-HI-RISE
1.300° -.120• � Z LL
2273 O
.170" SILICONE HOT-MELT BUM = �
POLYISOBUTYLESTRUCTUNE. 114•NOM.. STRUCTURAL 3/16 NOM. ®�`� '�
Li 2:777' WITH I :SILICONE ! z Z iao4S
2211" 2.10W .062" 1�° DESICCANT. DESICCANT F ' O Q
2.150' ,002•
.062' EXT..GLASS .Z --I p.
EXT.GLASS '�
.O6Y '-�'I 1.300' �- INT.GLASS I WT.GLASS J y
--� 1.30D' �- � 1.300" �- Q ,W
SASH BOTTOM RAIL- 70 KODISPACE 4SG TPS 71 SUPERSPACERo NXTTt'1 .< •asap ragas
a SASH TOP RAIL a FIXED MEETING RAIL is HI-RISE 16 SASH BOTTOM RAIL ED SASH SIDE RAIL
'ALUMINUM
POLYISOBU . I DESICCANTFlLL
1.446• REINFORCEMENT SEAL
6116•NOM. ���.O
I� 1.622" 1 1 1 .040• '-'I..634^ .485' -�-I �.BiT I ---�.498" ROLL FORMm SILICONE SEAL
1 .627• I�- BUTYL 8 STAINLESS STEEL ')1 1'la�59705
.813• OAM
.60Y 602° E02' OESICF ,TI �- EXT.GLASS EXT.GLA551.370" P;102'
.070' .045" .050' _ 4 %'�'�'.-F .���
to HEAD ANCHOR to SASH STOP COVER st;a IG BFJ1D O IG SNAP BEAD O 5116-IAMI BEAD z7 7116•LAMI BEAD INT.GLASS i INT.GLASSCOVE �CSS�� �1
72 DURASEAO SPACER 73 XL EDGE'"SPACER "Illll 1.
A LYNN MILLER.P.E.
I P.EA68705
t
i
TA13LE 11:
#rn PGT:PaK# Description Material 51 ASSEMBLY DETAILS FOR
542001 Head,Flange - Aum.sD63-TB .FLANGE FRAMES
2 624017 Head,Integral Fin Alum.B063-T6 (OTHER FRAME TYPES,SIMILAR).
3 624028 Head,Equal-leg Alum.6063-TB o
4 624004 Jamb,Flange Alum.6D63-T6
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 PRODUCT REVISED
5 624020 Jamb,Integral Fin Alum.6063-TO 51 as complying with the Florida
5A I Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum:6063 Dulldlneyodo
6 624031 Jamb,.Equal-leg A 08-TB NO"o. 20-04101111
F�cplration Duto08/23/2023
BA ., Jamb,Equal-leg(Used FocAltemate Radius Top Head) .Alum:um4 6083-75-T52
7 624002 Sill,Flange Alum 60&3 f6 40 HEAD By
49—
8 624018 Sill,Integral Fin Alum.8063 Tfi INTERIOR. Miami-Dade Product Control
9 624029 Sill,Equal-leg Lt` 41- -
q e9 Alum.6063-T8-10 6240 Sill,Hi-Rise,Flange ,Alum.6083-T6. JAMB A)ADDED BACKBEDDING,
••UPDATEDWATERIAL
11 624019 19 Sill,HI-Rise;Integral Fin Alum.8083-TB
12 624030 Sill.W-Rise,Equal-leg Alum.6063413 PROP.TABLE.
13 624006 Sash Top Real Alum.6005A 761 4 14
14 6241.105 Fixed Meeting Rail Alum.60DSA-T61 INTERIOR JR-03111 20
15 624012 Sash Bottom Rail-HI Rise Alum.606.3-16 JAMB
16 624058 Sash Bottom Rail - Alum.6 663•T6 r1
17 624051 Sash Side AnchorRail Alum.'606336 FIXED MEETING RAIL o N
18 624051 Head Anchor Cotter Alum.;6063-T6
19 624015 Sash Stop Alum,6ge3.T6 } ,roe O
25A 624009 IG Bead Alum.6063-T5' O� W O
258 824011 IG Snap Bead AIum.6063-T5 Z LL Z CO Z
o 26 624010 5/16"Lam(Beading :Alum.6053-T6 cc
27 e24028 7/16"lami Beading rZ
Alum.6a63-Ts SASH BOTTOM RAIL =LU'- �a
ego°
30 6TP247 Glazing Bead,Bulb Vinyl for#824023 Vinyl 4 SASH `�'Z ¢ a 31 6TP248 Giazblg Bead,Bulb Vinyl lbr#624D09&'#624011 Vinyl, 16 0
SIDE' > F
32 724046 Sweep Latch.(Q Tap Rail) Cast'Zinc RAIL o z Z
33 624049 Bottom Latch(@ S(IQ• Alum.6063-T6 ,JAMB. ! '� r
34 Setting Block(1/8"X 112"X4") Neoprene Z LL
O
35A IG Setting Block(1/8"X 3/4"X4) Neoprene Z
35B 724014 IG Snap Setting Block Vinyl m
36 724D44 Bottom Rail Weatherstrip Extension 17 a m J O
37 724053 Sill Gasket Polyethylene 1 Z� Z
37 0 Ul Ies4s
36 724054 Sash Top Rail Gasket Polyethylene
' W Z
39 724055 Sash Bottom Rail Gasket Polyethylene , U o 40 724057 Head Gasket Polyethylene _ z
41 724063 Meeting Rag Gasket. Polyethylene G .0
42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 1 39
Weatherstrip INTERIOR
1 m �
43 ,.270"x.18T',Fin Seal(@ MR) wia =�c �r•os
44 67S16G Weatherstrip,.170"X.270",Fin Sea((@ Sash Side Rail)
45 Weatherstdii.17("XAB7",Fin Seal(Q Top Sash Rag)
46 %arias Balance with Cofer&Trim Rigid Vinyl TABLE 10:MATERIAL PROPERTIES USED
SILL FORANCHORAGE CALCULATIONS:
51 781 PSOX #B X 1"PH SMS(Assembly) Stainless Steel 51 Material. Min.F, Min.F
55 7B34AA #BX314"Ph.PNSMS(Balance) Steinless,Sleel •7' _ •:'p
63 Alum.Screen with Fiberglass Mesh Varies Steel Screw ( 92 ksl 12D I _ No.58705
70 - Kommeding Kodlspace 4SG TIPS INTERIOR 11L8 Screw.! 60 ksi96 kel ~ '
Sea Sheet 41D Screw ! 90 ksi it9 �, ] �
71 - Quanex Super Spacer nXT 10.for 51 Elco UIIraCunGt 165 kei. 177 ksi 73 •, � J�0 :•((,`�
72 ODanex Duraseal Spacer 114'DeWalt UltraContel 148 ksl 164'k5i OF (V
73 Cardinal XL Edga Spacer Materials NOTES: '•. �ORtD H,,•' \��
41D SS,Elco/Demll CreteFlexG 127.4 ks1 189.7 ksl
74 1 1 Dew 781,899,983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETANDIOR SEALANT. 66 �u 6kl58lAs 9 s list
2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY; Gr.33 Steel Slud 33 ksl 45 ksl A LYNN MILLER;RE
P.Ed baTe9