HomeMy WebLinkAboutNOA ALUMINUM FIXED WINDOW I
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SCANNED
D
BY
MIAMI-DARE t. Lucie County MIA.MI-DADE COUNTY
i e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.1ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
i 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
I 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 "PW-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision C dated 06/06/17,prepared by manufacturer, signed
I 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.
i 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
Ito comply with any section of this NOA shall be cause for termination and removal of NOA.
i� ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
I followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
I well as approval document mentioned above.
1 The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
CM�IAMUNTY ,�j NOA No. 17-0614.11
Expiration Date: February 19,2019
/o1 o E 1 r7 Approval Date: October 12,2017
Page 1
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IPGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
i through 11 of 11, dated 04/12/13, with revision C. dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
I 2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
�I along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
I EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
I! 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.14)
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
i� 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
I along with marked-up drawings and installation diagram of an aluminum fixed
;j window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL4212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E.
j (Submitted under NOA No. 13-0502.03)
3. 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
ij 4) Large Missile Impact Test per FBC, TAS 201-94
I 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
j along with marked-up drawings and installation diagram of an aluminum fixed
i! window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
I (Submitted under NOA No. 03-1105.01)
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li orge M.Plasencia,P.E.
jl Pr uct Control Unit Supervisor
!� NOA No. 17-0614.11
!! Expiration Date: February 19,2019
Approval Date: October 12,2017
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PGT Industries,Inc.
iNOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014) and FBC-61h Edition(2017), dated 09/15/17,prepared by
I manufacturer,signed and scaled 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).
it
E. MATERIAL CERTIFICATIONS
I 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
it "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
!i 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White) Glass Interlayer"dated 06/25/15,expiring on
II 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
;I Setting Blocks, and Spacers with Option H exceptions.
it b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
it c) ASTM D395B Test Methods for Rubber Properly—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
I and Thermoplastic Elastomers of 143 lb/in.
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1 Jorge M.Plasencia,P.E.
iPr uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-2
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PGT Industries,Inc.
i
jl NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
I F. STATEMENTS
i 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" Edition
I (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez,P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16,signed
it by Ishaq Chanda,P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. E TL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
II
�I G. OTHERS
1. Notice of Acceptance No. 16-0629.14,issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 08/04/16 and expiring
i on 02/19/19.
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IJorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.•17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
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GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT PRODUCT REVISED
as coml Cod with the Florida
FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
BuildingCode
VARIES, RATED FOR LARGE&SMALL NOA-No. 17-0614.11
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2.6 MISSILE IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE Exptratlon do D o 02/19/2019
HIGH VELOCITY HURRICANE ZONE(HVHZ). 48'TIP-TO-TTP WIDTH gy
Product Control
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 47'BUCK WIDTH 48•BUCK WIDTH 48`BUCK WIDTH :
REGIONS.FOR INSULATED GLASS INSTALLA71ONS ABOVE 3V IN THE 44-114`VISIBLE 45-114'VISIBLE 46-1/4•VISIBLE
HVHZ•THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH—�I LIGHT WIDTH�...I LIGHT WIDTH
`I T Mom• D,SHEET 7-I 6•MA' F,SHEET B Y MAX.
3)FOR MASONRY APPLICATIONS IN M1AMI-DADE COUNTY,USE ONLY B,SHEET 6 H SHEET 9
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALSI I Ir
USED FOR ANCHOR EVALUAT10N9 WERE SOUTHERN PINE,ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PFlt
ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1.1121 THICK ARE TO BE CONSIDERED A I A 95- C I C E,SHEET B I E,SHEETS
SHEETS BUCK SHEtTT G,SHEET8 G, HEET9 LANCHORAGE
6/17-UPDATED
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 SHEEP 7 96°
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X I HEIGHT I BUCK I TO FBC 2017.
ARE 1.1/2"THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL HEIGHT BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE 92.114' T 93114"
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12-MAX / VISIBLE 12'MAX. / 93-1I4' / �GHT
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR} O C. 'LIGHT O.C. VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL {T HEIGHT HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I 96` i / HEIGHT I 96, Y
TIP-TO BUCK W z U
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE I /n
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP I 6`MAX. I HEIGHT '^ a .n�a
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT I O.C. I w
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE - I O
OF THESE INSTRUCTIONS. 1 I+ C)to alcp p N
1 I L11 -.L I QO co o '6� Uj
6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE -�-• t;
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE T Z D' ^s -I iiO1p
JJ F,SHEETB
OFTRANSPERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST B—'i ('�—1Y MAX'O.C. MAX 12DSHEET 7 I �— 12"MAX O.C.2•MA• H,SHEET 9 I V U C3 B 51 Q
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6•MAX SHEET 6 �i
S MAX.O.C. U/z
THE WINDOW. H'-LU.1. (D p.Np
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n> z z
7)DESIGN PRESSURES: ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT} (TESTED UNIT} I- O O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST zLL
PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. g > O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE 1: •--I W .-
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q W
PER ASTM E1300. GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ® In 1aay9
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GENERAL NOTES....._..............1 f ANCHOR SPACING TO BE 6"MAX FROM CORNERS AND 12'O.C.MAX FOR ALL CURVED FRAME
ELEVATIONS............._..............._1 `� MEMBERS,SEE FIGURE 1,THIS SHEET. ?� N F
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO GLAZING DETAILS..............._.....2-5 O O Z
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN DESIGN PRESSURES..__._........2.5 12'•O.C.
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOTBEENUSEDIN F WIDTH F'-WIDTH--I I-•—WIDTH—•-{ F`-WIDTH+{ ¢ Z j al°°S
INSTALLATION.FLANGE.. 6 MAX — — p
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,EQUAL-LEG.__..7 T'� � T �' T� �' Tr__ , � p� _,-."a
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,INT.FIN A....... I I I I
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 15 rSLu
THE REQUIREMENTS OF THE FLOR16A BUILDING CODE FOR INSTALLATION.INT.FIN 6..........9 / u0-i I I W I �' � /� O X W a d
CORNER ASSEMBLY......_..._.._10 r
CORROSION RESISTANCE 6' ll. C7
EXTRUSION PROFILES = = I =I I =1
9)REFERENCES:TEST REPORTS FTLJ835,3850 8 7212;ELCO PARTS LIST_._..........._._........._.11 MAX. J_ 1 J_L J 1 L— —J a/tu '°sap saya5
ULTRACON NOA;ELCO CRETEFLEX NOA:ANSVAF&PA NDS FOR 4 —WIDTH If WIDTH--H WIDTH+I I,—WIDTH--I \ttL Illy
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE 1: 1 T —— —— T ——, T r— —•T T r , �•\`OAY LYNA('
Deac tbn swat I I �: .•...•.
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES ry� M q `,`� ' \.1QE"'se''•�l�
USES AN SO INTERLAYER.THE 720 AND 820 SERIES MAY ALSO BE ��•
REFERRED AS THE 701 SERIES. 1 7116'Land 3l16'An-.090"PVB-316-HS) 2 = a iMu
_ Np.58705
2 7/16 LartB ifi'HS-.090'PVB.3116.HS 3
3 1.1116-Lami.IG(3116'T-716'Atr-3116'An-.090'PVB-3116-HS 2 -
CODES/STANDARDS USED: 4 1-V76•LAML IG(3(16-T-7/16-Atr-3116'HS-.09W PVB-3116•HS) 3 L— —J
•2017 FLORIDA BUILDING CODE(FBC).6TH EDITION 5 WIS'Laml 3116-An-.09TSO-3116 An) 4 '` WIDTH (-"_WIDTH- -I I-^WIDTH-H I—WIDTH--I ���• ��FT . [(/
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8 7l16'LaM 18`HB-.090'SG-3/16'HS 5 r f r 1 r •t\
.ASTM E13p0-09 7 7-1/16'LemL IG 3/16'T-7/t6•Alr•3116'An•.090`SG-311B'An 4 T T I T I I T %��51''•:. ...-''G\?�
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 8 1.1/16'LamL IG 16'T-7/16"Air•3116'HS-.00T SG-3178'HSI 5 �� s/
.ALUMINUM DESIGN MANUAL,ADM-2015 w � (9I 6/ 0I I W T�11 j0NAt-L�t\\\
'SG`=-SG' SENTRYGLAS INTERLAYER'BY KURA.RAY AMERICA,INC. _ = r = _
•AISI S10-10 •PVB-_'KURARAY TROSIFOL®PVB INTERLAYER'BY KURARAY AMERICA.INC.
•AISC 360.10 1 I l I 1 A LYNN MILLER,P.E.
PFJi 58705
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PRODUCT REVISED
TABLE 2: as compl=with the Florida
Building ,
lArindow Design Pressure(+I-,psf)for Glass Type I NOA-N.. 17-0614.11
- ong Side on 7/16*LANNATED Expiration Date 02/19/2019
67-7/8 1 72 lb I t9i 84 88 92 1 90 100 104 1 10942 GLASS STACK
30 +1-80 1 '1-80 +]-N +1-80 +1-80 -1-80 .1.8D +1_80 -1-80 +1-80 1 TIN By
32 .1-80 1 -1-80 +1-80 +1-80 +1-80 -1-80 +)a -1-80 �i-80 +1-80 1 -/-80 090'PVB INTERLAYER Mtaml-D a Product Control
34 -1-80 1 +1-80 -�-80 -1-80 +1-80 +1-80 +/a +1.80 +1.80 +1.79.8 -1- .4 -3/16'HFAT STRENGTHENED GLASS
36 +1-80 1 +1-60 -1-80 +I.BF- -1-80 -1-60 -1-79.7 44-T7.2 -1-75.1 +1-73.4 +1.72.2 3h6'ANNEALED GLASS
38 +1-80 1 +/-80 I.So 41-80 +1-80 -1.7&1 +1-75.2 +1.725 +1.70.3 +1-68.5 i
40 +1-80 1 .1-80 +1.80 +1.79.8 +1-77.2 41-70.3 +1-71.3 +1-67.9 -1-63.4 ;71:ul� 1 4
42 +1-80 I_ -1-80- +1-80- +I.T7.4 +1.74.3 .1-71.3 -/.68.2 +1-647 +1-59.8 -1-58.2 ED AT CURVE
44 .1.80 1 .1-80 +1.78.9 -1-75.4 +I-7Z I -1Z&2 -145.6 ./.622 -/-%.7 -J-57.5 - US D
+1.80 1 +1-80 -1-77.2 +1- .6 -1-70.1 -1-68.6 -1-63.5 +I-M3 +1-57.7 FRAME MEMBERS ONLY 29 516* F-- LONGSIDE
46 -1-75.6 1 +I-Tl - @ 11-718-O,C.MAX. GLASS SITE
4B +1-60 1 -1-711.3 .9 +1-68.3 .1-649 +/-61.5 +/-%2 1
3 -1436.7 +/-611 +1.59.7
so +1-80 +1-77.5 -1-74.1 1 +1-70. 1-3
52 +09.1 +1-75.6 I.7Z4 1 +1.68.8 -1-65.1 .1-01.5 SH RT
CRT
A EXTERIOR S E NO CHANGES THIS SHEET.
-1-73.6 +1-70.5 +1-67.3 +1-63.6 ME
58 +/.7568 .1.72 ;1.-8&B -1.65.3
58 +1.74.2 +I-M.3 +1-68.8 <�3 20 13
60 +1-7Z7 +1-6B.7 +1-65
62 +1-712 +/-S?.1 GLASS TYPE I
64 +]-M7 +1-65.5 LONG IDE
66 +1-68.3 T-
67-718 +/-87
SHORT LU 21
IDE
Of T
U,
_ n> -Tioa- 0 04
04 0i w '?
TABLE 0
DIMENSIONS MAY BE i CD
C"
ORIENTED VERTICALLY OR z
LL :3 -.0 0
TA13LE 3: HORIZONTALLY AS SHOM z - LU -
m Up I,
WindoW Design Pressure psf)for Class 1Ype 3 L)0 c, o:1 E5
Long Side on) LU 2 < =N
-----T-72 76 1 80 1 64 88 1 92 96 1 100 104 109-112 1-1/16'NOM. w
67-718 GLASS STACK 7116,LAMINATED > z
30 -1-80 1 -1-80 +1-80 1 41-80 1 +1-80 -1-80 .1-80 -+1-60, +1_80 -f-80 117-803- GLASS STACK 2
1.80 +/-so I +I-ao -1-80 +1-80 311 S'HEAT I
32 -1.8 - +1430 +Ito iW--w -1-80- LU 0
34 +T8d .1-bu .1-60 1 .1-80 +1-80 +1-80 -f-w .1-80 +I-w 0-80 +143 STRENGTHENED GLASS C13 C-4
36 +/.So 1 +140 -/-80 1 .1-80 +1-80 +140 +1-80 +J-80 -1-80 +1-80 +1.80 3116'TEMPEREO GLASS
38 +1-80 +1-80 +1-80 +1-80 .1-80 -1-80 -/.79.4 .1.70.4 4J.74.3 3/18"ANNEALEO GLASS <
7M6'AJR SPACE
+1.80 +/.W +I-78L7 +/-73.5 +1.70.9 -1-89 w J-1s
R440 -1-90 +1-0 +1-80 .090,PVS SHORT
42 -1-80 0 +1.50 l-w --.71--80 +1-77 -1-731 .1-69.6 +1.66.9 -1-ES.2 INTERLAYM SIDE z lk:
- =) U)
-1-74.1 +1.70.3 +1-6 +1-83,9 3: rD I--
-1-80 0 +1-80 +Tso mo .1-T7.8 7.5
,a - b CO Z
46 -1-80 -J-80 +1.80 +1-80 -1-79.2 -1.75.4 -f-71.7 +jXAl 1 +1.65.1 -- 1 0 LU ZT.-IS
48 -1-80 11-80 +1-80 +1-80 -41�n.2 q-73.3 I If-69.5 +I-8S,8 I USED AT CLI 0 w
0 .14W +1-80 --;1-.80 --;7,7-94 +/-75.3 +1.71.3 1 11-97.5 1 FRAME MEMBERS 0 LY 29 Ste"
vl�mt GLASS 13ITE 0 a, oo
+/.m5 11-7/9'D.C.. 3� z N Cq
52 +1-80 +1-80 +1-60 +1-77.7 -+1-73.5 B& LONG (9 1�
�1-80 /-79.8 +1-76 .1-71.8 SIDE
54 +1-80 +1-TT.5 -1-73.B 0 W
58 +1-80 41-80 R LLI (L D-
3
3
3
4
4
'I
4
4
I
0
2
4
I
AN
11-D GLASS
ED 4
LY
5- +"B
2 E17
'_'9 1
SS +'_7-4
7,2
+,_7Z7
+,_7"
+' 7 S
V.71.
58 +1-80 +1-79.4 +1-75.4 LL
--7[- m? 13
Ba +1-80 77.6 -1-73.5 21 L 7,17,A
L' +'-'o +1-71.1 E - --
1 71-7.-. 1 +1-74 GLASS TYPE 3
1 08 1 -1-77.2 1 SHORT
1 67-7/8 1 -1-74.9 1
SIDE
No.58705
Q S 0
NAL
NOTES: 1111110%,
I)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1*FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION.
2)FOR SrZES NOT SHOWN,ROUND UPTOTHE NE)(TAVPJLABLE SHORT OR LONG DIMENSION. A.LYNN MILUM P.E.
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW S17E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY PIT WITHIN. px�#
PRODUCT REVISED
TABLE 4: as eompi ngg with the Florida
Building Vode
Window Design Pressure(+!-,psf)for Glass Types 2 8 4 NOA-No. 17-0614.11
Long a(n)
Frcp[Mtlon Doto 02/19/2019
.
87.718 1 72 76 80 84 88 92 96 1 100 104 109-11/2 112 1 118 120 124 125 132 136 140 144 BY
30 H-80 1 +180 +1.80 +180 +180 •180 +1-80 +1.80 1 +1.80 +1-80 +/-80 +1.80 +r80 +1-80 +1.80 +1.80 +1.80 +l•8D +1.60 +180 Miam1-Da roduct control
32 +180 1 +1.80 +/-80 +/-80 +180 +1.80 +/80 +/-80 +/80 +1.80 +/_80 NSO +140 +1.80 H-00 +r-0 +140 +1m +1-80 +I.80
34 +1-80 +1.80 +180 +1$0 +1-80 +1.80 +180 +f80 y80 +1.80 +r80 H80 +180 .[.so +/80 +1-80H80
36 +1.80 1 41.80 4/-80 +1.80 +180 +1.80 +1.80 +1.80 +/-80 +1.80 H-80 N80 +1480 +/80 +1.80 +1-80
38 +180 +180 +f-80 +180 H80 +/-80 +180 +/80 +180 H80 +1.80 N80 +1.80 H430
40 +180 +180 +(80 +180 +1-80 +/80 +l$0 +180 +$0 +1.80 +/-80 +1.80
42 +180 +1.80 +1.60 +1410 'T +/-80 +/80 +1.60 +/80 +180 +/-80
44 +180 1 +180 +180 +1.80 +1-80 +1.80 +1$0 +1.80 +1.80 +/80
6 48 1 +180 1 +1-00 +180 +180 +180 +/80 +1-80 +/80 +1.80
0 48 1 +1.80 1 +180 +/-80 +)80 +1Sg +1.80 +1-80 +/-80
50 1 +1-80 1 +180 +1-80 +1.80 +180 +1-80 +180
52 1 +1-80 1 N80 +/80 +/80 +1-80 +1-79.1 NO CHANGES THIS SHEET.
to 54 +180 1 +180 +180 +180 «I-78.6
50 +180 H80 +180 M-79.1
58 +1-60 +180 +1-80
60 +180 H80 +I.79.3
62 +180 «!80
64 +1-80 +I80
66 +180 Y U
67-7/8 <I.80 H
NOTES: N a .� •w°8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1 FROM THETIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. q 0ED
-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 0 aN0
c" 1n O
QJO i� Z ,t8
Z LL
n q J uno�0 ❑
=U!79
U U a e
LLW1 w
'I-1/16'NOM. TABLE DIMENSIONS MAY BE O> O (7 �m0
GLASS STACK 7/16'LANIINATED ORIENTED VERTICALLY OR noZ W o Z
7/18'LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. '-• c1 W tL
GLASS STACK
3116'HEAT STRENGTHENED GLASS LONG S J 0
.090'PVB INTERLAYER 311E"TEMPERED GLASS L SIDE < ¢ M
3/16'HEAT 3116'HEAT STRENGTHENED GLASS I-- LONG SIDE d
,o � W
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE ,09T PVB INTERLAYER T m m 1°°v3
! � Z 7 N
4 11 SHORT 2i co F'
11 5 SIDE 0 W Z
USEDATCURVED SHORT I' < ❑ Of rim-3
USED AT CURVED -I I- 4, Z d
FRAME MEMBERS ONLY 29 6/8' FRAME MEMBERS ONLY 29 SS SIDE 0 0 ol
Q 11.718'O.C.MAX. GLASS BITE (o]11-7/B'O.C.MAX
GLASS BITE f; 2' Z A m
1.3 13 X w a a
EXTERIOR ZO EXTERIOR s7e 21 13 T�"'*- LONG SIDE --�i r e iL ❑ eu°5
13 ! �/ I nl g
GLASS TYPE 2 GLASS TYPE 4 SHORT
f� LONG ��� NY LYNNM�.,,�'
SIDE `'I:-•-�GENSF•'.�(��
*; No.587.05
SHORT ��1
SIDE %0�(+'•. •(V:
TONAL IN•`•
A.LYNN MILLER,P.E.
P.66 58705
TABLE5: PRODUCT REVISED
.S C..Plylny with thG Florida
Window Design Pressure(+].,psQforGlass Type 5 Building Go e
gSidelin) 7116"LAMINATED NOA-Mo. 17-0614.11
67-718 72 1 76 80 1 84- as 1 92 go 100 104 1091112 GLASS STACK Expiration D.t.0211912019
30 +9(Y=125.4 -901-17.0 +9W.115.5 +90f.111.5 +9W-106-5 +gDf.t06 -901-10465 -901-103.5 -9(Y-l0Z5 +90AID0.7 .91114T.9
32 +9Xvii8mg -gar.105.3 -901-101.6 +9W-9&7 +W-95.7 -9_W 92.3 +901-90.6 +901-90.3 .1-89.9 +1-89 .000'SG INTERLAYER By
;_-71-- mi.ma_g).�Yrrodu.t L;.n
34 +901-108.9 �90!403 -901-98.6 -901-95.1 *V.91.8 +I-N.2 +1.84.4 1�81.5 -80.1 +1-79.8 +1-79.4 3/16"ANNEALED CLASS
38 -901-102.6 +9(Y-97.1 +901wgZS +1-8309 +1.85.5 +)-BZB ./.79.7 +I.-T7.2 -1-75.1 ./-73.4 +1.72.2 3116'ANNEALFD GLASS
_;7- 4
18 +901-98.4 +901-9?2 +1.86.7 -1-83.2 .1-80.7 7111 -1-76.2 +1.725 +I-70m3 f.68,5 -1-M.3
40 +901-94.6 +1.08.2 +1.82.8 -1-79.8 +1-T7.2 +1.74.3 -1-71.3 +1-67.9 -1-65.1 +1.83.4 .1-61.6
4 -7901_9 *1-74o3 -1-71.3 -1-68.2 +1-60 +1131.6 +/-59.8 +1-58.2
2 1.3 7 -1-80.7 +1-77.4 USED AT CURVE.
-57.5 FRAME ME ERr
44 -1-8fL3 /-BZ4 .1.78.9 +/-75.4 +/-72.1 +1.8&9 +/.65.6 +1-6Z2 +/Z9.7 +1 Me 29 51v
'8'0'
7-'5.7
+'-'4 3
46 -1-85.4 1 +1-80.8 +/.T7.2 -1-73.6 +1.70.1 +/.%8 -1-63.5 -1-60.3 -1-57.. @ 11-7/8-O.C.MAX GLASS BITE LONGSIDE
.5 48 j-8Z7 1 +1-79.3 +1.75.6 .1-71.9 +1-6&3 �1-6&9 .1-81.5 +/�%2
05 so -1-80.9 1 *1-77.5 -1-74.1 -1-70.3 �1-66.7 +1-63.1 +1-59.7 (RY-\ T_
5 52 +1_79.1 +/-75.B +1.724 +/.W.B IZ5.1 +1�61.5 ip SHORT
"0
54 +I.T7.4 +1.73.8 +1.70.5 +1�67.3 +1-63.5 EXTERIOR- SIDE NO CHANGES THIS SHEET.
56 -1-75,8 -1-72 -1-88.6 +1t&3 20 13
58 -1-74.2- +1.70.3 +1_ft8
60 -1-7Z7 +1-63.7 �1-66 GLASS TYPE 5
.1-71-2 +1-67.1 &
64 +I-M7 +1.65.5 LONG SIDE
se
66 +1-6113
.,_"8
57-7/8 +1.67
SHORT UJI K
�! CO 73-8
>
It
SIDE
co 0
1 -;To-3 0 CIA
0 U)
TABLE DIMENSIONS j LU
TAULE6: ORIENTED VERTICALLY 0 7-
OR
HORIZONTALLY AS SHOWN. UL 'o
Window Design Pressure psj for Glass Type 7 7
C.)
Long Side(In) W
.Z
67-7/8 1 72 76 80 1 84 86 1 92 95 100 104 109-1/2 1-1/16*NOM. LLJ amo
30 +9Q(.130 I +9(Y-130 +901-130 .901-126 +901-122.6 -901-119.8 1-9W-118.1 +9W-117 49W.11&.0 +901-112.7 +GW.109.9 GLASS STACK 7116"LAMINATED 10-> z
32 +S(V.130 1+901-125.1 +901-1118.9 +9W-114.8 -801-111.5 +qw-108.11+90/-104.3 +901-la2.4 -901-102 -901-iOIA +901-S9.7 0�i 2
GLASS STACK U.
34 4901-123.1 1-9041116.4 +9W-111.7 +9W-107.5 +GW-103.8 +DW-99.7 +9W-95.3 4001-M-1 479_W_-W,5 --;71--90 -+T--6 W 0
3/16"ANNEALEDGLASS
36 4901-116 1+901-109.8 +901-104.8 +W-100.5 490/-98.6 +9014XL3 +1_90 -1-87.3 +/-84.9 +/-82.3 +/-81.2 3116'TEMPERED GLASS
38 +gQf-111.2 I+SWW-104.2 +StV-87.9 -901-94 49W-91.1 -1-K2 +1-84.9 +1-81.9 +/-79.4 +1-76.4 -1-74.3 -31161 ANNEALED GLASS
40 +901-1138.9 1+901-99.6 +-3We3.4 +9&-eO.l +1-87.2 +1-84 -1-60.5 -1-76.7 +/-73.5 +1-70.9 �/-69 7116'AJR SPACE- -.090*SG INTERLAYER SHORT U) U_j ;..4s
42 +901-95.7 +901-01.2 -f-87.4 +/-94 .1-80.6 +1.77 41-73.1 +jw69A +/.68.9 +/-65.2 SIDE 0 G! z
-1-74.1 +/-70.3 +1-67.5 +/-611)
- 44 .901-99.7 +BU-93.1 +f-89.1 -t-85.2 +/-81.4 +1.77.8 - 1� �: co
2 46 +901-96.5 +90t-GI.3 -/-87.2 -1-83.2 4/-79.2 +1.7&4 -T-71.7 +1.68.1 5 0 In
:2 48 490/-93.5 +1-89.6 +145.4 +1-81.2 -TA-7-13 +1.69.5 .1-85.11 LU
;71-7-7.2 USED AT CURVEID 0
+901.01.4 +1-97*6 +1-83.7 +1-79.4 +1-75.3 +1-71.3 .1�67.5 0:
60 FRAME MEMBERS ONLY 29 CL c,0
52 +1-89.4 +J.85.5 +/-81.B +/-77.7 +1415 +1-69.5 11-7/8'O.C.MAX GLASS BITE 0 Z N C-4
54 +1.87.5 -/-83.4 -/.79.6 -/.76 +/-71.8 1-2 LONG 2 "-.0?1
SIDE W W
56 + -7/--81.4 _44--a.5 +f-73.8 co
58 +1-83.'s +1-79.4 -/-75.4 X Uj m CL
60 41-82.1 +1.77.6 +1.73.5 E)(TEPJOR 21 13
82
64 ... ...1/,
66 GLASS TYPE 7 LYIVAI
67-7/8 -1-74.9 SHORT �00... ...
SIDE
No.5am
z
ir. 4ij-Z
F
,40R%op,
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �171t 70NAL,-,o
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NE)(T AVAILABLE SHORT OR LONG DIMENSION. "IIIIIIII10,
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST VANDOW SIZE IN THE TA13LE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A.LYNN MILLER.P.S.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
---------- ----------------
PRODUCT REVISED
as complying with the Florida
TABLE 7: Building Code
NOA-N.. 17-0614.11
Window Design Pmssure(+,L,psQ forGlass lypes 6&8 -
-- -- Expiration Date 0211912019
Lem Side(m)
-1-71a I T2 76 1 80 54 1 08 92 96 100 104 1m1f2 112 1 116 1210 124 m 132 138 140 1 144 By
30 -90/.13Q -901-130 +W-130 -901-130 -90/-M +9W-130 h.901.130 +9073-0 -901-130 +9W.130 +901-130 -M-130 1 +90J-1130 -9W-1130 -4"-M -.901-130 +9W.130 +M-130 .901.130 +9(Y-i3o vru.mlk-Da5"r.duct C.ntr@
32 .90t.130 -01.130 +9(V.130 4901-130 +901-130 +901-130 -901-130 +901-130 +'-&13D +901-130 +901-130 3D -901-13D -9W-130 -901-130 +W-130 +901-130 -901-130 +9(Y-130
.9W-130 +901.130 +901.130 +W-130 -901-130 +901.130 .901-130 +901-130 +91Y-130 +SOI-130 -901-130 -z.-1. -21. +S.-.0
34
36 .901-130 +901-130 +9W-130 +M.130 .9W.1 3D .901-130 + -130 .79011-30 -79-0/13D +9&.130 +901-130 +-Gf.130 I -M-13D +9W-130 +9&-130 -9W-130
38 -901-130 +9W.130 -901-130 +M-130 -901-130 .901-130 -9W-130 -901-130 +901430 +9&-13D +901.130 +SW.130 -gW-129.2 -9W.127.3
--790-- +=430 -901-130 -901-130 -901-130 -901-130 +901-130 99-126.8 +931-123.2 .901-M
40 1.130 .901.130 �ga-130
42 +901.130 +901.130 +901-130 -901-130 -901-130 ���-130 -901-130 -gU-129.3 -SO-123.2 -90-119.7 +9y-1 18.4
44 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 901-133 +0-124.51+W419.4 +901-115
48 +901-130 �W-i 30 +9W.130 +901-130 +901-13) +901-130 +9(Y-126.9 --W-120.5 -N-115.3
48 +901-130 1 +M-130 +901.130 +=.M +MA30 1+-M-129.7 +901-123 +901-116.6
50 +901-133 1 +20/.130 +9&.130 +9&.130 +W-1130 1+9(V.126.2+89.4/4`19.6
52 +90(.130 1 +-01.130 +90f-130 �W-13D -901-13D -811.111-123 NO CHANGES THII SHEET.
U' 64 .901-130 1 +9W.130 +901-130 +901-13D +88.81-127.1 1
66 +W.130 +901-130 +90-130 + .2
58 +W-1m -9QI-130 +901-130
6-0 +901-130 +901A30 -89.61-129.3
62 -9W-130 -NI-1 30
64 -901-130 +901-130
as +901-130 0
67-7/8 +W-1 30 W
�-QTES! >
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 11-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NE)(T AVARABLE SHORT OR L044G DIMENSION.
C) C'4
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
C'4 C?
4)THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. E 1. CO CD
0 UU C11
0 z (a rr
zu- 0
to �:�E ::j --a 0
Lif LLI
00 - a
U.1 co =1 5
TABLE DIMENSIONS M (9
AYBE 0> :p
ORIENTED VERTICALLY OR z
HORIZONTALLY AS SHOWN, UJ
1'1116'NOM' I 1 9 .
7116'LAMINATED GLASS STACK 7116"LAMINATED LONG 0
GLASS STACK GLASS STACK SIDE
3/16*HEAT STRENGTHENED GLASS LONG SIDE
09or SG INTERLAYER 3/16'TEMPERED CLASS cj) Lu
3116"HEAT -31116*HEAT STRENGTHENED GLASS T- z it
-STRENGTHENED GLASS 7/16'AIR SPACE -.OW SIG INTERLAYER 3: ri)
3/16'HEAT STRENGTHENED GLASS SHORT
SIDE 0 &0 Z
0 U.1
4 SHORT < W-
USED AT CURVED
USED AT CURVE D@ --1 9 § Z C-4 c'j
FRAME MEMBERS ONL 29 518, FRAME MEMBERS ONLY 29 am a: 0 0 1r C?
@ 111-718"O.C.MAX GLASS SITE @ 11-7/8'D.C.MAX GLASS BITE OW Fn 3:3:
1-2 1-2 LONG SIDE W a.cL
I A*SI-E
1 211
EXT2RIOR EXTERIOR T-
20 13 21 13 SHORT LONG
SIDE
SIDE
_ICE
GLASS TYPE 6 GLASS TYPE 8
Z NO.58705
SHORT 30
I 155jq
SIDE
"ZORIDN
..........
/01VAL 0\'1\'
A.LYNN MILLER PE
RE"68705
PRODUCT REVISED
as complying.1th the Florida
2XWOOD BUCKSTRIP Building Code
EDGE OR FRAMING,SEE INSTALLATION INSTALLATION NOA-Na. 17-0614.11
DISTANCE NOTE 2.THIS SHEET TYPE C TYPE B EMBEDMENT expiration Date 0211912019
EMBEDMENT IX WOOD BUCKSTRIP� By 1:��
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET
INSTALLATION
< EMBEDMENT SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE 6 SEE TABLE 8,THIS SHEET DISTANCE
DISTANCE
114"MAX
L U
EDGE DISTANCE PER S BSTRATE N
SHIM
4 TYRANCHORTYPE,
EMBEDMENT AND EDGE
NO CHANGES THIS SHEET.
DISTA14CE PER SUBSTRATE,
SEETABLES,THIdSHEEr if
USED AT CURVED EXTERIOR
FRAME MEMBERS ONLY
4 J.
@ 11-7/r D.C.MAX. CONCRETFJCMU VISIBLE LIGHT WIDTH= 5
PER ANCHOR
REQUIREMENT WINDOW BUCK WIDTH-2-314'
WINDOW BUCK WIDTH CONCREMCMU Is Cq
LLJ
WINDOW TIP-TO-TIP WINDOW WIDTH
BUCK EXTERIOR PER ANCHOR
REQUIREMENT w
HEIGHT <3 1W MAX SHIM HORIZONTAL SECTION A-A
0 04
a?
0 C\l
TIP-TO-TIP 0-It — Co
Cl) w
WINDOW STEEL _j �; =8 rr
HEIGHT VISIBLE SELF-DFULLING SIMS TABLE& z- , 5E _j 0 0 ;
L GHT (GS),SEE T I:LLj eo OR w 2
K41 Edge D.C.
HE:GHT TI C3 r-) 6 2
Sp.
Anchor Substrata Min.Embedment Me' W 2 o0 :1 :3
WINDOW Dislarwo hlg
BUCK ine(SG.0.55) 9116* 1-WEr IT F_I
ou z
HEIGHT- INSTALLATION #12 or#14 410 SS Screw Al—InUrn, u-'15min. — 0.0631. IT I�
A_
2-3W V Steel 3/6' 0.0653' IT z A
METHOD D Steel Stud.Gr.33 Min. 3/8' _ 0.I145'(l8Ga)1 IT 0
INSTALLATION NCHOR P.T.Southern Fine(SG-0-95) 9116, I-wir IT z cc
UNDERN- #12 or#14 Steel Scraw(G5) Aluminum,6083-T5 m1n. 318' o.ow IT_. < 0
A36 Steel 318" 0.083", IT
BEADING EXTERIOR Cn 1-- 7"—qs
Steel Stud.Gr.33 min. 318" 0.045(18 Ga) IT
Ungrout.d CMU.(ASTM C-120) 2_11/r 1-1/4' IT
MIAMI-DADE APPROVED MI-11 ION Inv 11414110 SS C;etcFlax 3:
1 1 1.3141 12'
21 (SEE SEPERATE NOA).ALUMINUM. Cn.reto(min.3.35 ksl) 1. 0 z
STEEL FRAMING OR STEEL STUD. Concrete imin.2.85 ksl) late 12' a Qj
SEE SUBSTRATE PROPERTIES. 1/4"SteolUltmeon Concrete(nah.2.85 k8l) 2-irr -11. 12' - 2K ?=
i 9 3: L'i R 2
TABLE 8,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-112' I_Iw 1.
Grouted CMU.(ASTM C-90) 2-1/2' I-W4' 1. in i,-ad
of
14"MAX SHIM Concrete(min.3.5 sl) 1-1/4' i-3w IT LLI
5119'Steel ulboon , Grouted CMU,---Arl 2 17 d I IT ?5 �
MIN.ORS THREADS BEYOND THE METAL SUBSTRATE. wu.-A:.-
ix D BUCKSTRIP, UNCROLITED CMU*VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2,THIS SHEET INSTALLATION NOTEa:
�,v LYN/v
............
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE
%CENse
CONCRETE PER
DISTANCE LIMITS.
EMBEDMENT ANCHOR
REQUIREMENT M.WA Mh F, Mir.F. No.58705 7�
2.WOOD BUCKS DEPICTED ON THIS SHEETAS'lX!,ARE BUCKS WHOSE TOTAL
CroW 92 W
THICKNESS IS LESS T14AN 1-1/2'.IX MOD BUCKS ARE OPTIONAL IF UNIT CAN BE Stool 5 120 sell
-lr2' COS.— 90 tat 110 k.1
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2)CARE 1 — 155 1,11 151-
THICK OR GREATER.INSTALLAT10N TO THE SUBSTRATE OF WOOD BUCKS TO BE FJ_tjsrac,�o IT7 k.1 15
TE
EDGE %�
TYP.ANCHORTYPE,EMBEDMENT ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS El..C.NFI.V 127.4 W IM?k.1 -r.0. ST.TE F
INSTALLATION DISTANCE AND EDGE DISTANCE PER I - I K�, I
6063-TSAkinum 16kM --2rk—,[ I
TYPE B SUBSTRATE,SEE TA13LE B,THIS SHEET KORIDP'.--' N
�C,
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO A36 Sta.1 36h3l S8 lul Als ..... \'V
VERTICAL SECTfON B-B PROVIDE FULL SUPPORT TO THE WINDOW FRAME. "7 ZONAL S
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WIN00W OR MULLJON NOA
APPLIES TO WHOLE SYSTFAq. A.LYNN MILLER,P-E.
P.EJ*58705
PRODUCT REVISED
2X WOOD BUCKSMIP INSTALLATION INSTALLATION as.==wIth the Florida
EDGE OR FRAMING.SEE TYPE G TYPE F NOA-No. 17-0614.11
DISTANCE NOTE4THISSHEET EMBEDMENT -
Z7 1XWOODBUCKSTRIP, Expl-Illn Del,02JI 9/20111
EMBEDMENT- SEE NOTE 2.THIS SHEET By
INSTALLATION 114'MAX minnit-Da
TYPE E EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND mdu.t Control
EDGE DISTANCE PER SUBSTRATE. EDGE
EDGE DISTANCE
DISTANCE
6 SEE TABLE 9.THIS SHEET
1/4"MAX 2
2 SHIM
4
TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
D[STAN NO CHANGES THIS SHEET.
CE PER SUBSTRATE,
SEE TABLE 9,THIS SHEET
0
EXTERIOR
USEDATCURVIED 4
EXTERIOR 29 FRAME MEMBERS ONLY
1�3 11-7/8'D.C.MAX VISIBLE LIGHT WIDTH 5
CONCRETE/CMU WINDOW BUCK WIDTH-2-314�
PER A WINDOW BUCK WIDTH
REQUIREMENT
CONCREMCMU
WINOOW PERANCHOR LU co -7.B-
BUCK HORIZONTAL SECTION C-C >
REQUIREMENT R 3:
HEIGHT 114-MAX.SHIM 0
C0 0
TABLE 9: -r,6y 0 C'I
STEEL MIm Edge M�O.r- (9 04 — w C?
SELF-DRILLING SMS Anchor Substrate Mh.Enitxdmnt 0-m ;7 to
w
VISIBLE (G5),SEE TABLE 9. Distance sp..N. -i-j a
0 LL.
z
THIS SHEET P.T.Southern Pi-(SC3-0.175 9/16- 11-wd" lz z W' t�
LIGHT Alum min. 3ts" —0.05W iz, 2:LL!- .0 W
HE GHT #12 orst'14 410 SS Screw 318" 040636 lz 60 6 '6 EE a
W- co 5
WINDOW
BUCK
Steel Stud.Gr.33 min. I'd 0,045-(18 Gal F-Z 'T N
H P.T.Southern Fine(SG�0.55) Bile, l-W81 12'
EIGHT- EUUT75—mh >'1;:'
24W INSTALLATION 012 or 414 Steel Screw(G5) Alurnlnurn, 318, 0.063" 12' c. 0
A38 Steel 318* 0.063'- ir z
TYPE H Z LL
Steel Stud,ror.33 mIn. 318, 0.045"(18 G.), 12' :5 Q 0
Unclouded CMU."TM C-90) 2-1/2' 1-1/4' 12* 1- r-
EXTERIOR 114'410 S3 Ct.Flax Conmte(mIn.3.35 kal) 1. 12* 1
!XT'- Concrete(min.2.85 ksi) 1. T.—."
'D I-W4' 12' U) -i
1148 Steel Lntm=n Concrete(mim 2.85 kso 2-1/2' I-ws" 12' z p.
MIAMI-DADE APPROVED MULLION Ung-td CMU.(ASTM C-60) 2-11Z 1-1/4' ir :t cil
21 (SEE SEPERATE NOA),ALUMINUM, Greeted CMU,(ASTM C-80) 242' 1,21/4' 12- C) z
6 STEEL FRAMING OR STEEL STUD. Concrete(mln.3.5 k9l) 1-114* 1,V4" 12* 0 .,..s
SEE SUBSTRATE PROPERTIES, 5`16'Steel Ultmew I Grouted CMU,(ASTM C-90) 1 2-112* 11-21'r ir Z W —
TABLE 9,THIS SHEET -1 00
'MfN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. § C4 C-4
/4'MAX SHIM 'UNGROLITED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. C3 < Ir"
w LL1
X
INSTALLATION NOTES: FL
1X WOOD BUCKSTRIP.
SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. Mtw Mh F, 11h F. Nv LYNIv
10
.............
CONCRETEPER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X.ARE BUCKS WHOSE TOTAL
EMBEDMENT�.... steel s— 62 W 120k.1
ANCHOR -10.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
REQUIREMENT THICKNESS IS LESS THAN 1 00 S— 90ki 110krJ
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS2X*ARE I-IM'
El.UunC-M ISS k1J '177 k.1 No.58705
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
4it)SS El..Qet.Fl� 127.4 189.7 k,l
ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 6063.ro AlurrJmm 16 k.1 22 kd
INSTALLATION EDGE A'S Steel 36XIJ ss ka Of z:
DMENT 3.FOR ATTACHMENT TO META1z THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
TYPE F DISTANCE T'P-ANC'-R TYPE.EMBF Qr.33 Sleel Stud 33ksl 45 ter S TE F
AND EDGE DISTANCE PER PROVIDE FULL SUPPORT To THEVONDOW FRAMF-
SUBSTRATE.SEE TABLE 9.THIS'SHEET -,/.ORION
VERTICAL SECTION D-D 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MLILLICN NOA 70NAL 0\\\�
APPLIES TO WHOLE SYSTEM. ,I I I I I I I I\I%\
A.LYNN MILLER.PZ
P.E.9 587U5
PRODUCT REVISED
as
TYP.ANCHOR TYPE, 2XWOODBUCKSTRIP INSTALLATION INSTALLATION Bu=lgyl�nT,with the Florida
0 8
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING SEE TYPE J TYPE K NOA-No. 17-0614.11
DISTANCE PER NOTEZTHI��HEET ED E Explmtlon Date P211 9/2019
SEE TABLE 10,THIS SHEET DISTAN E 114.MAX EDGE DISTANCE
�— SHIM By ef��f- �
INSTALLATION DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKS1RIP Ifflaml-Dad3vProduct Control
OR FRAMING.SEE OR FRAMING,SEE---\
NOTE 2,THIS SHEET NOTE 2,THIS SHEET
TYP.ANCHOR TYPE.EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
1/4'MAX T- SEE TABLE 10,THIS SHEET
4 3 SHIM EMBEDMENT a —
3 EMBEDMENT
NO CHANGES THIS SHEET.
U E .2
USEDATCURVED
EXTERIOR FRAME MEMBERS ONLY
11-7/8-D.C.MAX EXTERIOR k
4
VISIBLE LIGHT WIDTH S2
i rzm�—
WINDOW LU z
WINDOW BUCK WIDTH-2-3/4'
BUCK 6
HEIGHT WINDOW BUCK WIDTH
1/4'MAX.SHIM co
u)
CS H--;T.—o 20 C"I
C?
HORIZONTAL SECTION E-E
m ISM! 'W' -
0_j C) Z
z LL Ow :3 "a 0
M5113LE INSTALLATION (a
W
LIGHT TYPE L Lj,7
HEIGHT EDGE DISTANCE 9
co =1 'ON
WINDOW LU z
BUCK TABLE 10: 1-U1 Dmo
#10 STEEL 0
HEIGHT- SELF-DRILLING SMS EDGE DISTANCE Anchor Substrate Min.Edge Max.O.C. r-> z
2-X4' (G5),SEE TABLE 10. Distance
THIS SHEET 2-1/T x.1 130 Box Neg P.T.Southern Pine(SG=0.55) 5116, 51 LL
0
2-1/21 It A31'Common Nall P.T.Southern Pins(SGPO.55) W a"
2-117 X.145-Rroling Nall P.T.Southern Pine(SG=0.55) 3v .7
P.T.Southern Pine(SG= I..qs
0.55) 1jr W
0.097 Aluminum 61)(3345 min. 6119' G* z
plo x 1*Steal Scmw(w 5116, 9, 0 (0
21 0.046' Gr.33 1 5116' 1 S* 0 z
Ip
2.XWOGDBUCKS IP
6 EXTERIOR 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
n K
OR FRAMING SEE u. p CD C)
NOTE 2.THIS'SHEEr 9 3: N C-4
6 114"MAXSHIM MIAM14)ADE APPROVED MULLION INSTALLATION NOTES:
(SEE SEPERATE NOA),ALUMINUM.
L<
STEEL FRAMING OR STEEL STUD. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT LL LL
SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS.
INSTALLATION TABLE 1 OJHIS SHEET 2.WOOD SUCKS DEPICTED ON THIS SHEET AS'1)C*.ARE SUCKS WHOSE 102tell2l MI.F, Min.F. LY
TYPE J ------ TOTAL THICKNESS IS LESS THAN 1-1)2'.1XWOOO BUCKS ARE OPTIONAL --
st'.1 a— 92 W 120 k
EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 80&3.75 Alurrilmm 16k.1 22 k.13
B u
CKS DEPICTED AS"WARE 1-1/2'THICK OR GREATER INSTALLATION A36 SIM 38ki 5.9 It.]
TO THE SUBSTRATE OFWOOD SUCKS 70 BE ENGINEERED BYOTHERS rr.33 Sted Stud 33 kal 46 k.] 58705
N
TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISOICTION.
EMBEDMENT AND EDGE DISTANCE PER
SUBSTMTE�SEE TABLE 10.THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE
OF A SIZE TO PROVIDE FULL SUPPORT'TO THE WINDOW FRAME. 151
0%
I;10�. - 0
VERTICAL SECTION F-F 4.IPAPPLICABLE,LOWERDESIGN PRESSURE FROM EITHERWINDOWOR -ZORkOF1
MULLION NOAAPPLIES TOWHOLESYSTEM.
"0NAL Sl��,N
A.LYNN M11 I ER PE
PRODUCT REVISED
a,s complying with the Florida
ZX WOOD BUCKSTRIP Building Code
EDGE -OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT NOA-N.. 17-0614.11
D(STANC!,/' NOTE 2.71-11;SHEET - TYPE N Expiration Dot.02 1912019
EMBEDMENT B -
INSTALLATION 114*MAX y
MI-V-D��roducl,Control
--TTPE M EMBEDMENT SHIM
IX WOOD BUCKSTRIP.SEE
2X WOOD BUCKSTRIP NOTE 2.THIS SHEET
--ORFRAMING.SEE
NOTE 2.THIS SHEET
T-
--11WMAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE.
SEE TABLE 11.THIS SHEET
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE. JR-06106117-UPDATED
SEE TABLE 11,THIS SHEET
V
ANCHORAGE TO FEIC 2017.
EDGE
USED AT CURVED DISTANCE I EDGE
EXTERIOR FRAME MEMBERS ONLY �'om Ll E
11-71W D.C.MAX DISTANC
CONCRETE/CMU
PERANCHOR
REQUIREMEINT 1 CONCRETEIGMU u r)
WINDOW I I PERANCHOR > -.-a
13UCK VISIBLE LIGHT WIDTH REQUIREMENT
HEIGHT IM MAX SHIM WINDOW SUCK WIDTH-2-V4" R 0
cn c
EXTERIOR u� o
I WINDOW BUCK WIDTH 0 c'I
a c,4 26 no
0� -
INSTALLATION Lu
VISIBLE HORIZONTAL SECTION G-G 0-j c z xB "r
TYPE 0 z 5
L'HT LU
HE2rHT- TABLE 11: ou .6 !2
WINDOW ULI- !E;� :3
BUCK STEEL Anchor Substrate Mia.Edge Min.Embedment Max.O.C. Z L9
HEIGHT. SELF-DRILLING SMS DItarwe spacl!29- 2! Elm)
2-3/4" (Gs)'SEETABLE11' =T.Souithern Pine(SG-0.��L 9116" 1-wal 3.'r 0
'MIS SHEET 012 or#14 410 SS Smv AJurnIr-�22§3T5mIn. 31a' 0.06r 3.r Z' t-- -
A36 SI5 318" 0.063m 3.7"_ :� 0
L Steel Stud,Dr.33 vnin.- 31T 0.045-(18 Go) 3.r _j a)
P.T.Southern Pine(SG4.65) 9/16, I-will 3.7'
412 or#14 Steel S=w(GS) Adurninum,6063-T5 min. 31T 0.063, 3.r CD ;..qs
A36 Steel 31W 0.063' 3.r z ZZ
Steel Stud,Gr.33 min. 318, 0.045'(18 Gal 3'7' 3: -0
21 TYP.ANCHORTYPE EXTERIOR tIV41OSS CreteFlex Ungmted CMU,(AS7M C-90) 2-112' 1-114" 6.7' 0 !� z
GE 1-3/4' 6.r < _j
EMBEDMENTANDED Concrete(min.3.35 k.1) 1. n 0 -j
6 E, 1. 0
DISTANCE PER SUBSTRAT U-
PCE FIER SUB Concrete(mh 2.85 k.1) 1-U4' 0.7-
SEE TA13LE 11,THIS SHEET Concrete(min,2.85 ksl) 2-11T 1-w 6.7" cl U) 04 04
N41AMI-DADE APPROVED MULUON 1/4'Ste.1 Ultrecon Ungrouted CMU,(ASTM C�90) 2-11Z 1-1/4' 6.7' z r--co
5 -1/4'MAX SHIM w U1
(SEE SFPERATE NOA).ALUMINUM, Gmuted CMU,(ASTM C-90) 2.112* 1-3w 6.7"
STEEL FRAMING OR STEEL STUD. x �.; 1:L a-
SEE SUBSTRATE PROPERTIES, 5116'Steel Ultrawn G Concrete LmIn.3.5 ksl) 1.114" I-V4' 6.7" 1 E
FoRid CIVIU,(ASTM C-90) .2-11T I 1-W4' 6.r
TABLE 11,THIS SHEET MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION JX WOOD BUCKSTRIP, 'UNGROUTED CMU*VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
TYPE N SEE NOTE 2.THIS SHEET
%
INSTALLATION NOTES:
No.587.05
EMBEDMENT -ED*TANCEumrrs.
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDC
n.F.
UIW21 Uh,F, M
T AS
2.WOOD B UCKS DEPICTED ON THIS SH ISE -1)0,ARE BUCKS WHOSE TOTAL THICKN ESS IS LESS THAN i-1re.IX WOOD steel 8- 92 k.J 1211 k1i
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED 131RECTLY70 SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2r ARE 41OS- 90 k�i 110k.1
I-IJZ THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS ElmUftraCor%& 165 ksl 177 kd I,
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION.
4l0SSEjcoCrLqoFI�0D 117.4 k3l 1817 ksi
STANCE "ZORiDN
DI
606&75 Akrn'mm 76 k-st 22 ks] ........
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROVIDE FULL SUPPORT TO THE 70NALJ
38 MI
A-15 st.4 W MI 1k.
VERTICAL SECTION H-H WINOOWFRAME. M-SwdStd 33 RM 45 k.1
4.IF APPLICABLE,LOWER DESI GN P RESSURE FROM EITHER WINDOW OR MULLION NOA APPU ES TO WHOLE SYSTEM. A.LYNN MILLER.PZ
REA 68705
PRODUCT REVISED
as cornplgln�with the Florida
8"Ilding o a
OA-N.._ 17-0614.11
expiration Data 02119/2019
By
fflmmt��, Product Control
NO CHANGES THIS SHEET.
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
0
Of
ANGLEDICURVED ANGLEDICURVED a
FRAME ASSEWB—L-Y U) 0
FRAME ASSEMBLY -,rl—oo 0 C'4
C-4 — of '?
90'CORNER 90*CORNER 0-�t I - C,
FRAME ASSEMBLY FRAME ASSEMBLY -1 Lu 04
0 zz
z i
U.1
a x LLT—
L)L) CS 0
d'
10 W 2 11:� n U) —..N
I.-
10
E I . U,
ALL CC(� 1 11 z z
ALLCORNERSTO )R�N E�RS TO�111 ,
USE GASKET m 0 Q�
F
�L
G
'E
USE G SKET 8 LL
ANDIO S
AND/OR SEALANT
C,
z
EQUAL-LEG FRAME <
=M. IC
\_—FLANGE FRAME z
0
EQUAL-LEG FRAME D FRAME WITH INTERIOR 4MITMERED FRAME WITH INTERIOR 3: In
RX D L S 0 z
0 =)
AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS Of
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT z ,
SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS
C11 c'4
pr C9
U) m 3�3:
?S 0 CLEL
LL m
21111 -a...-SI
VV LyNV
CEN
Z*: No.58705
J Z
S OF
A.L"N MILLER.P.E.
P.E.1;58705
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0614.11
23W 2.784* 2.784'
TABLE 12: .094' .004. Expiration Data 02/1912019
Item POT Part# Description Material
4 074' 06r 062' .074' 062' By
I 425= Fla ged Frame Alum.!2!�Tl 1.375' 1.3751 1- 1 1 1 Mlam��Product Control
500" 438'
3 4256 Integral Fin Frame Alum.6063-T5 F
2 4285 Equal-leg Frame Alum.""T' :0
4 42SS 7116'LemL Glass Beading Alum.6003-TS LT
5 4254 I.G.Glass Beading Alum.6063-TS FLANGE FRAME EQUAL-LEG FRAME Z77*
6a 4Z70 Installation Fastener Cover Alum.6063-T5 #4253C.6063-TS @ #4285,6063-TS FIN FRAME
4' M74* 1 07:1 r�JIM
.438* !��_
Gb 4224 Installation Fastener Cover Rigid PVC #4256,6063-T5
10 70589C Gasket(at 90'comerjoints) Polyethylene NO CHANGES THIS SHEET.
11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Dum.65+1-1 .970' zi
22
dding Silicone 1.37,
20 71652K Setting Block,Mono.3/16"x 7/16'x 4* Neoprene,Duro.85-/-1
13 Dow 791,899 or GE T700 Backbe
21 71704AK Setting Block,I.G.3116'x 1-3132x 4' Neoprene,Duro.85+1-1
29 #6 x 1-114'FH SMS Stainless Steel .050, .050- .050'
uj
sa 781PQX #8 x V Quad PH SMS Stbiniess Steel 7/16"LAML I.G.GLASS INSTALLATION > —we
GLASS BEADING BEADING FASTENER COVER R .
0 0
#4255.6G63-TS #4254,6063-T5 #4270,6063-T5 co
G) >-�' 2"� 0
CD C14 9. T
cc a
C11
OR z -Ta- I-
Oz L�L SO fi —a 0
=UT W
ALUMINUM L) 0
LU 2 no
SILICONE STRUCTURAL HCT-MEELT BUTYL REINFORCEMENT POLYISO. DESICCANT FILL AREA z
BUTYLENE Ul Lu Wo
STRUCTURAL SILICONE 3/16"NOM. SfI6VNOM. SEAL 5116"NOM. > Z Z
114"NOM. FOAM---� SILICONESEAL ly
POLYISOBUTYLENE NE BUTYL& REINFOR El 0 U-
Fall No
WITH & ROLL-FORMED C) 0
WITH DESICCANT "NT DESICCANT
DESIC_ I F&OAM STAINLESS STEEL--�
CANT 0 ;: :
INT.GLASS z
EXT.GLA3 EXT.GLASS EXT.GLASS <
Illys
EXT.GLASS CO
z Z
W
C) in Z
INT.GLASS )NT.GLASS I IT.GLASS
z
0
KODISPACE SUPER ODURASEAUD (2DXL EDGE
r,cp
@��IPACEONXT- SPACER SPACER :9
4SG TPS 0
u- 03
Part# Description Material
TABLE 13: No.587as
4W
75 Kommeding 4SG 7PS Spacer System
See this
76 Quanex Super Spacer nXrWth Hot Melt Butyl "Zonlap. :\;z
Sheet for ............. C,
77 Quanex Duraseal Spacer ZONAL
78 Cardinal)Q-Edge Spacer Materials /1",11 11
REFERFNCE TEST REPORTS:FFL-8717,8968&8970 A.LYNN M LLER,P.E.