HomeMy WebLinkAboutProduct Approval - fixed window FILE Cc
RECEIVED
AUG 2 0 2011
M IAM EDu4DE NIIAMI-DADE COUNTY
ROMI Permitting Department PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCA'(WftC""'y 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.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dada County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"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 I 1 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.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
]MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
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
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0614.11
Expiration Date: February 19,2019
J c p i7 Approval Date: October 12,2017
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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
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
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
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
EdgO'm spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTI-8970, dated 11/16/15,
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
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FT1-7212,dated 03/21/13,signed and sealed by Marlin D. Brinson, P.E.
(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
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
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.
(Submitted under NOA No. 03-1105.01) /
L
orge M.Plasencia,P.E.
PrQ&uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5u'
Edition(2014) and FBC-6"Edition.(2017),dated 09/15/17,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).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
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
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,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 Ib/in.
Jorge M.Plasencia,P.E.
Pretuct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-S° Edition (2014) and FBC-66 Edition
(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
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 NDA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FT1-3835 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)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14,issued to PGT Industries for their Series"PW-
70l/720/820"Aluminum Fixed Window—L.M.I."approved on 08/04/16 and expiring
on 02/19/19.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-3
GENERAL NOTES SERIES 720/820 IMPACT-RESISTANT., PRODUCT REVISED
---- - DESIGN PRESSURE RATING IMPACT RATING •a • vdth tM Florida
FIXED WINDOW NOA 1 w �•
VARIES. RATED FOR LARGE 8,SMALL NOA-No. 17.0614"11
1)THIS PRODUCT HAS BEEN DESIGNED b TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE.IMPACT RESISTANCE Expiration •02/19/2019
THE REOUIREMFNTS OF THE FLORIDA BUILDING CODE.INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 48'TIP-TO-TIP WIDTH - !r
2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS 17'BUCK WIDTH 48'BUCK WIDTH I•+-- 48'BUCK WIDTH Ila Product control
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE F� 44.114"VISIBLE 45.114'VISIBLE _ 45.114"VISIBLE _
HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH - LIGHT WIDTH LIGHT WIDTH
6 MAX. �- 6'MAX. I+ 2'MAX.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY I f B,SHEET 6 M I -�0,SHEET 7 F,SHEET 8
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS `
.._. i �.��_...I. .I ..
USED FOR ANCHOR EVALUATIONSWERE CONCRETE
TERN PINE,ASTM C90 ........� ....... .-._: i- t ........._._. ( _.. .............
CONCRETE MASONRY WITS AND CONCRETE WITH MIN.KSI PER f T I
ANCHOR TYPE
41 ALL WOOD BUCKS LESS THAN 1-112-THIP(ARE TO BE CONSIDERED A I SHEET 8 95' C SHEET 7 E,SHEET 9' I E.SHEET 8
1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEEt 6, SLIOK SHEET 7 , 0,SHEET 9 G,rHEET9) JR-08M17-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X - - I i HEIGHT ( -- I ANCHORAGE TO FBC 2017
ARE 1.1?THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL L ..._'—__________- �_ BUCK f
c
HEIGHT ... I x
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. .. J IYb1H' �__ _ _- T-----•--- 831/4'
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12'MAX VISIBLE i2"MAX / 93-101" I / VISIBLE
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR) O.C. I LIGHT I O.C. ( "SIDLE( I / LIGHT
7 - HEX*IT T... % LIGHT L i / HEIGHT
5)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL 1 �" 1 HEIGHT 7 I U
DRESSING OR STUCCO.LSE ANCHORS OF SUFFICIFNT EMBEDMENT, _ BUCK ]C
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - - TIP-TO
HEIGHT o' ?
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP I 6'MAX. I 3
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT - O.C. '-
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE - I I I T apQ O m
OF THESE INSTRUCTIONS. 00 C4 y d
.. _. .L Iv
S)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE _=-' f I —'j --- Q J o m 2 r
I _
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE&&IMS CAPABLE T- I } T z LL J
L B' j Lw F,SHEE78 W
OF TRANSFERRING APPLIED LOADS.WDOO BUCKS.BY OTHERS,MUST -�B-�; �- 12"MAX.O.C. _ D�{ 1•�-- -2-MAX.O.C. H,SHEET 9 = v- `� p
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6"MAX. SHEET 6 MAX, SHEET 7 2'MAK. U U 6
THE WINDOW. 5'MAX.O.C. Z t OoN
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION_ o^j Z z �
7)DESIGN PRESSURES ELEVATION TESTED UNI ELEVATION TESTED UNIT TESTED UNI o Z O O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST -- --�- -� -� ----� �-----------�
LL
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. J S a O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, J W
STRUCTURAL!CYCLE TEST PRESSURE.FRAME ANALYSIS AND GLASS FIGURE 1:
c 12.O.C. SHAPES AS SHUWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK F W
PER ASTM_ AD GUIDE TO SHEETS: I+ws
C.D£S'�GN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. MA7(•i AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS E to n8
GENERAL NOTES.....__........_._1 ANCHOR SPACING TO BE 6 MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME. Z y
ELEVATIONS............._.................1 MEMBERS,SEE FIGURE 1,THIS SHEET. W F
6)THE ANCHORAGE METHODS SHOWN HAVE.BEEN DESIGNED TO 3 (-
RESIST THE VALOADS CORRESPONDING TO THE REWIRED DESIGN GLAZING DETAILS.........._.....—2-5 O O Z
ID
DESIGN PRESSURES...._...........2-5 12•QC. in z
PRESSURE.THE 331l3X STRESS INCREASE HAS NOT BEEN USED IN I+--------WIDTH �•{ )-.�WIDTH+{ �--WIDTH-.-�.( 1""wICT1i +I
INSTALLATION,FLANGE.._...._...8 MAX. -- T. __..__ u. _
THE DES'ON OF THIS PRODUCT.THE t8 LOAD DURATION FACTOR WAS r - ""- """ -l -1 T"" -i T r , O o 0
USED FOR THE-eVALUATiON OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL•LEG.._....7 T I J I T I t 3 N
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A_.........8 �� r 1 r2 p w 1919
INSTALLATION,INT.FIN S...........9
THE REQUIREMENTS OF THE FLAIi!f)A BUILDING CODE FOR CORNER ASSEMBLY......._...._...10 I = f i = I =' I =I LL o_a
CORROSION RESTS"FANCE 6 -
EXTRUSION PROFILES..-. 11 MAX '
9)REFERENCES'TEST REPORTS FTU-J83.5,3850 b 7212;ELC.O PAR75 LIST---- ----------_._....----_...11 L
+BU zw+S
WOOD
NOR;CT CND AU LEX NON;ANSIADESIGN
AN IDS FOR
MOOD CONSTRl1CTION AND A7_I1MINl1M OESION MANUAL. TABLE 1: �_—WIDTH..........- �--WIDTH---i � I-'_WIDTH-'•{ F-WIDTH+•{
` ONY LYNN ,
10)THE 720 SERIES USES A PVB INTERLAYER,THE SM SERIFS ry# Dmictipti n S1�1 I I ``,.t\�`•.•L1 y /( i
USES AN SO INTERLAYER.THE 720 AND 820 SERIES MAY ALSO BE SY2 ��C
REFERRED AS THE 701 SERIES 1 7118 Laml 16•An-.C90 PY8-yi8'IIB) _ 2 w w w
*: N0.68705
Z 7116 Lam1 16 HB-.090'PVB-X78'h15) 3 =1 ". �-
COOES/STANDARDS 1/5E0: 3 1.IfIr Laml..q(3118'T-7/Ifr Air•3116'An•.DBD'PVB•]116 HS) 2 1_ 1 1 L._.. ___I _L'.L_... ;
a2017 FLORIDA BUILDING CODE FBGh.8TH EDITION 4 1-1!18'Lami.q 16 7.7116'Ar-3116 Iib-.090'PVB-N76 HIB 3 WIDTH-�•{ �..WIDTH
( rC
5 Ii18'Lam 16"An-.09?SG_3118•An 4 I-�-...—WfOTH -...�� ♦�WIDTH •-{ 5!� ((/�
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION F- --- r- 1 --- -- �'•. TTEE
6 7116 UM 16 H^.+•.000'SG-3/16 FIS 5
.ASTM E7300-09 7 ? i �'^ F(ORID�•,.�•',[.� •
a ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 1'1/76'larnL q(3x18"T-7118'Ak•3116 M-.OW SO-3(18'M L I ass t+��`
a ALUMINUM DESIGN MANUAL,ADM-2015 8 1.71161ami.q3/167-7I7B"Air-8r16 HS•.IIAl1'SO.3H6 F4i S G 10 ,( TONAL E,.�
*ANSI S700-12 :SG":"KURARAY SENTRYGLt3 INTF.RLAYER'BY KURARAYAMERICA.INC. Wt m p' �y I p 'It/1 111 W 111
.ASC 360.10 PVB -•KURARAY TROSIFOL PVB INTERLAYER"8Y KURARAY AMERICA.INC. 1 1 1 I LYNN INKIER.PF_
1 1 P.E.R 38705
TABLE 2. PRODUCT REVISED
yiflrulow Design Pressure(+�,pal)for Glass Type 1 _ -- to a Mplrine with tho Inwrlda
euildl Cod.
NOA-No. 17-0614.11
_ Lap SKIeOn 7/18'LAMINATED
0-7-718 72 - 80 84 - 88 _ 92 90_. 100 104 105142 .-... t:apiratlon Dah 02!19!2019
30 .1.80 0.80 .180 +t-8o +1.80 +1� .180 +/-80 +1.80 +,_80 +/-80 GLASS STACK .. -
32 +!-80 +,-0U +1 .180 ./-80 .I80 .180 +180 _ H.80 +!-80 \, By
+179 66 79.4
.090"PVB INTERLAYER
Mlam ruct - t
34 +141U +l +lam +1.80 +f 77-00 •180 +!-00 +1.8p •l=
36 +/_W d410 +780 +t .1-80 44-79.7 +1.172 +i-75.1 d-73A +;-72.2 3!18'HEAT STRENGTHENED GLASS
., +140 •180 .f-80 H80 !-B1 +1-75.2 H- 5 +/-703 •1.88.5 •1853 3118"ANNEALED GLASS
4 •I-00 +1 +t.BO H._e._.. .-f- 77R_5-71-7_13 •! +1 1 +143.4 0.81.8 4 11
--+796- H-7%.4 H-74 .liJ +! +7.88.2 .1847 .fbi6 +1- 8 2 -1
._ 44 +/-0U +/-00 ..876.9 -1-75,4 +a 1 +1-08.9 +/.65.6 +1.822 +1-9.7 -f-bfb 1 USED AT CURVED
46 •1410 +1-00 .i-772 +;-73.8 +;-To I +;88a +1.835 +l 3 *f-7.7 FRAME MEMBERS ONLY 29 y18�
��/ !I h+-- LONG SIDE --
48 .!-00 +1- 3 +;-75.8 +1.71.9 +1-88-3 0-649 +1.61.5 +f- @ 11-7JS'O.C.MAX GLASS BITE, ..',......
-- +Ak17 +%831 1$
50 N.Bp +;-77.5 +t.4-1 +;-70.3 (
52 +1-791 +1-75.6 +1-72.4 +/-68.8 +I-M 1 +1415 \_ 1( �,.
rn 54 H-774 +i=118 •:-705 +187.3 •1.83.5 EXIER �i SSIDEr NO CHANGES THIS SHEET.
56 _.._-
.-/-76.8 +1-72 +188.8 +185.3
56 +1-74.2H.70 3 •,-86.6 J_
60 +1.727 .l ,7 +185
62 +01.2 +/ .1 GLASS TYPE 1
84 H89. H-65.5 - ;,�........ LONG SIDE ....-►{
c1 Y U
SHORTUJW E .gay
SIDE i
K O r
0 o
U 04 alb
TABLE DIMENSIONS MAY BE OJ 1-g W N
TABLES. ORIENTED VERTICALLY OR / O n
- HORIZONTALLY AS SHOWN. Z -$ ^ "•pu O
Window Design Pressure(+E,psf)for Glass Type 3 s Qj
111 ' o
U m @�
Lm9 Side n) LU LU 2 < � -N
-- - Q
67-7!8 72 76 80 84 88 92 96 '00- - 104 IMV2 -- -- O�
30 +1.80 .180 .180 +/-80 -,,so +f4W +1410 .!-80 .!-00 .180 •J-00 GLASS STACK _ __ ^o Z Z ...
1-ifiE`NOM. y
..�_ ., _._ .1.80 +180 +1-80 .1410 -- +1 _ +!-80 +, +!. 14' g - � 1y
a9 +!eo
-I .1 f
'll GLASS STACK / Oi
+180 T +\ 3178'HEAT Q W 0
31-..-- 44-80 +i410 +741(1 +180 .180 +1-00 +I-80 H-00 •-!20-- H STRENGTHENED GLASS ',��„
36 •180 •1.80 +180 +180 +180 ! +1-00 44-00 +1 +! +180 308'TEMPERED GLASS f '.__ _j N
+ _
+f-W +1410 .180 44-80 +180 +/-80 •1.79 4 H-76.4
38 +1 +-75 -_ +1-74 3 7!16'AIR SPACE ! 37109ANN�LED GLASS SHORT ~ W °c45
40 +1410 .7.80 .J80 +1-00 •1 .!-00 .180 +1-767 +1-73.5 +l-70.9 �g+ V)
+f-80 +/a +I-W •1 +1- +,431 +/89.8 +1.88.9 +1415.2 RLAYER SIDE 1 Xi Z
42 +1.80 +1.80 -e -.r,.� �.....
11 INTE
£ µ H-00 H N-00 +1-80 +180 *!-7T.8 H•74.t +1-703 +f.8T.S *1.819 __-
46 +1410_ +180 H-00 .780 44.79.2 +/-754 +l-71.7 +1861 +185.1 _ �5�-� Q � Z
ms 48 H H H N- N- 2 +:-%1J +!-69.5 +x'.658 USED AT CURVED e: o W 7i--=s
./80 .! •,60 •1- 4 +1.753 +413 +1$7.55I8 Z
FRANE MEMBERS ONLY 29 O_
52 +!-00 +180 .180 +171.7 44- !+896 11!18'O.C.M7VC GLASS BRE O Z N N
54 +1 H-00 +1-79.8 •,-78 +1.71.8 1-3 LONG U. I_00
,
sa +r.6o ,1.60 44-n s +r-716 L. � - f SIDE
58 +!80 .4 .1.75.4 _ EXTER47R I W 0.D.
60 +1410 777.8 +1.73.5 /
� ' �♦ li O
21
`'3
+1-78.tl +1-4 ._...._........_ 1t % 1111
Be +,_7T.z _. GLASS TYPE 3 .�� jyy LY/y 1j1,
tl-Ire
-f-74,9 -4 SIDE
.......,!y/�.
SIDE : '�.-'•_IICENAF C
No 58706 r`*i
NOTES• S/0.A L"•S �`
N
1)BUCK DiMENS!ONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TOT1P DIMENSION TO DETERMINE THE BUCK DIMENSION. `�J 11,I)I I 111,�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER RE
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY PR WITHIN. RE.0 58705
PRODUCT REVISED
TABLE 4: =c with tM FI-Ids
_.._..__... Code
Window Design Pressure(*/-,pso for Glass Types 2 d 4 110A-H. 17-0614.11
_ LCnG Slde,fl)
thcpin ion Det*02/19/2019
67-ZO 77 76 BO 4 6 92 96 1 100 104 10312 112 :++I.SD
12(i 124 1 1132 136 1 40 NAD 140 144 By
90 N-80 •!410 .IAD ,1.80 .;410 +1410 +1-80 N-80 •180 N.8'0 +!-00 •/41p •7410
32 «'.80 +1 i/410 +1-80 .1.80 +;-8n +/AD N410 +1410 .1.80 H410 N40 +;-80 +1410 _+I +1410 N.BD ./.00 + .__ Mf roduct Con-�rol
34 +1 +l$0 +1-80 ,1410 .1410 I NA0 .1410 +IAO +l +1-� +lam r
36 +IAO +I-80 NEO M +1.80 +t-BO +1.60 +140 +7.60 NAD +IAO +IAO +1-80 +!410 NAD
38 .1.80 .1.60 +17u- +!AO N 7740 •1 •l-80 +l __ N41D .1410 NAO 40 +/410 +1$D •IAO _ +1 +1.80 +,'AO +7410 .IAO +J� +!-00 _ .
42 +1-80 +1410 :1.80 +IAO 740 I *IAO —./To- N. T +1-80 +140
H MAO +1-80 +;m +1410 +140N410 +1410 +1410 .1.80 +/40
46 +1.80 .IAO +1-80 +!.W N 80 +140 ,1-80 •140 +140
0 4g
+1-80 ..AO HAO +1410 +183 1 +1-30 +140 +140
+1-80 NAO N410 .1410 +140 1
+1410 +1-80 __----_.
52 +l +1410 ,1410 +1410 -1-80 •/- .1 NO CI-LANGES THIS SHEET.
m 54 +/410 .To .7..80
56 +JAO +1410 +l wl-A.i
.IAO +!4O +1.80 _ _ ._.. ._
60 +1410 +IAD M-79.
a
62 +TAO +140
64 +1410 +14_0
66 +1410
67-718 +TAO c7 Y V
NOTES: > y a Ul -I!
3
1}BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE T1P-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. FXu'
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHI I EC URAL WINDOWS,FlNO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETE.Y FR WITHIN. >-N w0 0
fr
2A Ej
0� � a
Z t8
Z LL D W
U U 00 ca
LLSUI- o
i-1716 NOM , TABLE DIMENSIONS MAY BE o> Se C7 IIJc
GLASS STACK ORIENTED VERTICALLY OR 1' 'p g Z '-
7/18'LAMINATED . I'-�- 7/1T LAMINATED O p� a C) N .-
GLASS STACK -` GLASS STACK HORIZONTALLY AS SHOWN. Lu LL
F- i ___........... aa
47--_
-.090'PVB INTERLAYER 3116•TF..MPERFD GLASS I -"V16'HEAT STRENGTHENED GLASS SIIDDEG t0 ct
3116'HEAT -3116'HEAT STRENGTHENED GLASS QIr..___. LONG SIDE ~ ta•SS3/16'HEAT STRENGTHENESTRENGTHENED GLAS: 7116•AIR SPACE- ,� -.OW'PVB INTERLAYER _ 43 Z
4 (� Ui z
USED AT CURVED - SIDEOUlUSED AT CURVED SHORT 7737FRAME MEMBERS ONLY �\__. 5I8" FRAME MEMBERS ONLY (2{I 578' SIDEO Q 11-718'O.C.MAX llGLASS BRE .................11-7/8'O.C.MAXGLASS BITE Z-� Xto
EKrtR10R � EXTERIOR y4 _ f-+- LON031DE as
121
oll 11,
v GLASS TYPE 2GLASS TYPE 4 SHORT� LONG LY
� �yY /yN 'I,
SIO- L
� SIDE �,�a0.••........,'>7//
*� NO.38705
_---___- J-
�_ Q
SHORT
SLOE %�0�: 'I :-�4CI
.S70NAl.1EN.�.
A.LYNN M0_LER,P.E.
P.E.4 58705
AB E 5.
PRODUCT REVISED
Window Design Pressure complying with the,Floridasaure(+/,ps11 for Glass Type 5 Building Gods
_ Mpa ra• 17.0814.11
_ aq 7HM LAMINATED I..
FO.7.710 BO 84 86 g2 96 11n 104 -109.112 GLASS STACK ..... l+rpiratlon Dab 02/19/2019
+97-1785 +9d-111.5 +g0!_708.5 +90;-106 +901-1045 +901-1015 -W-1025 +901-10D.7 .9b -.09p"SG INTERLAYER .}
+90'.1189 +90-11 ..-1063 + .101-8 7 +9746.7 +97.923 +90!.90,8 ;90±-55.3 •1.89. +!-09 SY
34 +901-106,9 •901-1 '•968 •90x95.? +901-91.8 +Ib62 +144.4 +i-81.6 1110.1 1-79.8 1.794 3H S'ANNEALED GLASS M Product Control
38 -102.8 790'-97.1 +901- +1-88.9 I +1 N +1.79. +l• 7775.1 71-73.4 1- 3MVANNEALED GLASS
38 - 4 +9D-92.2 •7-06. 1412 +/d0. +.781 7/-7 71-72 +l-70.3 +48.5 1 (4>-
`�
46- +901• .... +1.88.2 +142. +/-79.8 1-77,2 +1.74.3 1.71.3 +147.9 of t .l I 141.6 `J 11 -
4 a9p1-91.3 +/4L . +/- 4 -1-r-=7-45- +-71.3 +148.2 ---F6-4f- -1-611.0 +149.11 +! .. USED AT CURVED
- 6-
46 -14113 •1428 +1.78.9 7475.4 +/-72.1 1-06 9 +/ +1422 1-09.7 N FRAME MEMBERS ONLY
29 E 411 .1-054 H-00.8 +1-77. +!- 8 .1.701 .1.868 1b3�6 +160.3 1 _
11-I/8'O.C.44.4X. GLASS SITE �-+- LONG SIDE
48 N-02 1-79. + .6 1-71 9 +1483 +1-049 +141.5 +12
50 1489 +I-Te +1-74
-75r-1.1 .±-7111 1-06,7 +1431 +1-09.7 1-2
52 *1- 1 - 6 +4 ,a 1 +/ .1 .141.5 } '/�\\\\\\
54 +1-77.4 +l- .a +!a --ZWT- �T
58
3 SIDE --��\ NO CHANGES THIS SHEET.
.1-758 .1.72 +1 1.66.3 1
+!-74.2 -1-70.3 +1-08.8
611 !- 1-09.7 +J4S `-
62 +1-71.2 .14.1 GLASS TYPE 5
64 +7-09.7 +145.
LONG SIDE
87-7111 +Ib7
SHORT
SIDE
TABLE e' I ABLE DIMENSIONS MAY BE J chi Y, L.l
ORIENTED VERTICALLY OR o w z r
Window Design Pressure(4 ,psf)for Glass Type z w
ORIENTED
YAS SHOWN. Z U- m ^�
IL B
LON Side
tj
67-76 - 72 7tl e0 114 N ) 112 90 1 10A tOL1Q 1-1/16'NOM. { _ 04�ia
30 +97-130 +901-130 .90!-130 *9W-129 +901-122.8 +9M-119.11 +9N-1/11.1 + -117 +BN-111,6 +9N-112, +90/-709.9
32 +901.130 +90-126.1 «901.1 +90-114.6 +901111.5 +9W-Wfl.7 +9W-104.3 +917-1 .4 +9W-102 +9W-101.4 +9W-0D.T GLASS STACK �__.. 7H6'tAMINAT'eD / y O O U1 0
79W,,WA +90140.5 +l + / '/ W LL
•97-127.1 •90.1.4 +901-111.7 + .10 s 7-001-iWl.e +90.1-09.7 + GLASS STACK
(/ z m
311 +901-1111 •109.8 7901-104.11 +901-i S +901 .6 + 439: 1• 1-0T. 1-04.9 +!-82.3 +141.2 3H8'TEMPERED OLtiS3 e{--'3116'ANNEALED GLASS ( _ g m
«9W-111.2 +97.1%2 +9pr-07.9 +9W 04 :i01�1.1 +/-611.2 y-84. +1-61.9 +1-79.4 +/-76. -/-74.A --,VIS'ANNEALED GLASS LLL`____.... in
40 +90-106.9 +9W-09.6 +61743.4 +/44 +/ ,6 +1-76.7 +/-73.5 +-70. +149 1-
62 `901'•1 .2 +GU .`7 +901-012T!
+/47A +144 N-B0.6 +1-77 +1-73.1 +1-09.8 +/40. +/.68. 7/114rAIR SPACE -A90'SO INTERLAYER SHORT $ LL) 1-4-S
61 +97-09.7 +90143.1 1-09.1 +/4ne2 141.4 -4-77.6 1-74.1 +1-70.7 +1475 +1e3.9 �i •
SIDE ® 2
46 +901-9e.5 +W-911.3 +/4. 143.2 1.79.2 +1-75A «1-71.7 1411.1 140.1 5 - 7J to
................
46 +97-03.6 +149.6 N +141.2 1- , i/-Ms +129. +ILS 3
W +97-0i.4 +1.87.6 +143. 1.79A +- ,3 +f-71.3 +/-67,8 FRAMESEM AT CURVED
6/8' z W
149.4 +l .5 +141.6 +1• .7 1-733 :x49.11 29 s. _ a
51 1-07 3 +1-83A +179. +1-16 +/-711- 11-78'O.C.MAX GLASS SITE O ?y 0' O C
b6 +lLS.R +121.1 +!-77.6 N•A.g .. ._................. 1-2 LONG
SIOSE C O
58 +!-03.11
7/.79.6 +1-75.4 LU a d
+/ - +1.73.6 EXTERIOR
8? 7!40.4 +f ,e IL O
+a-711 a .!74 c] 21 13� a91L +0 uw
- _..__..
�Q•,....-
sfIDRT ,
e7-7�e 174. GLASS TYPE 7 �.` NY LYJVj..
SIDE ...... �• •••LICENSE•..t' �i
* No.88706 '
NOTES
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. S'I
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. /'11111111110%VAL 3`
3)FOR ARCHrTECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE o rRAI.I.DIMENSIONS COMPLETELY FI T WITHIN.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A LYNN MILLER P.E.
P.E.e 59706
PRODUCT REVISED
TABLE 7:
at coin i with thw Florida
BUIld Window Design Pressure(+/•,psi for Gast Types 6&8 NOA-No. 17-0614.11
Lap Siden Expintlon Vale 02119/2019
67-7/8R12 78 10 84 s8 92 96 100 104 104-112 112 118 120 124 128 132 736_.. t 44 -
30 -90'1300 -901-130 ,4-'.130 ; -44.130 -94-130 •94-730 +94-130 •94130 -94'-130 _•9d'-130 �9W-130 +901-130 •40�.t30 .401-130 •901.130 .901.430 .90/•130 .901.130 .gtV-73U M a fwd�roduct Zon�oT
37 .94-1300 _.401-1311 •94-1 .9(X..130 .901.1 -94.130 -9NM +XY-1 .94-130 +94.130 +94'-130 -90/-130 +9-'.730 +94-130 .94-130 •901-130 -94.130 .94-130 ,90/•130
34 •94-130 .94-t :9d-130 •94.1 30 .94-130 •94-130 ,901-1 .9LV13'0 +901-130 •94-190 -130 +94-1 -94.7 -90i-130 +901.1 .g4-130
38 •901-1300 -901.130 +94.130 •94-130 -94.130 1 DD +94.130 .130 +94.13D •90/.130 +94.13- •13D -94-130 +901-13D +94.1
30 +901-1 .90-13D +9&&30 +9D/-130 ,901-130 •9-'•130 ,9N.130 +90/-130 -9X.130 -901-141 •94.130 -1 .90f-127.3
40 -94-1 +901-130 -94-130 -M-1,,90 •94130 -94-130 -9011-130----;94.13D +94-1 8-+W 123.2 •17; _
42 i94-190 1.130 X30 -M-130 ;94.13D +94 t +90.129.3 +90'-1232 +90'•119. +94.118.4 ------ --
.5 44 -94-130 -94.130 -94.130 -94.130 -94.1 -901-130 -90'-124.5 +90-119.4 +94-its
18 *94-130 +94-t30 -40.130 .94-130 '+94-730 +9fY-128.4 -94.120.5 •84-115.9
41 48 •94-130 +94.130 +94.130 +90'.730 •94-'.30 -gry-124.7 +94-123 +90-11.5 ........
50 +94 4.7
-130 -930 +94-530 ' +94-130-- -:94-130 .94-128.2
L NO CHANGES THIS SHEET.
P 52 +94-130 .94-130 -901-130 •94-130 •94-130 •se&-1291
In 5t ,94-130 +94.130 +94.130 -44.130 +88.&-127.1
.901-1 194.130 -130 -8941-120
56 X90-130 .94.130 +901-13D
60 ,94-130 .130 780&129 3a
52 -94-130 -94-130
64 .s4-130 -94-130 I
ss •84-130 _._ ._ ____;-._................ - _
6-1s -94-130 co Y U
NOTES•. j a U)
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Of
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 `r 0 p
37 FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WI THIN. n 3 +1^C,
4)THIS SHEET APPLIES ONLY TO FLANGE AND FOUAIA EG WINDOWS.DO NOT USE WITH FIN•FRAAED WINDOWS, 0 d $ do0 (0 d
OJ O ' Z 46 1`
=LL to
LU Y W ra^
H < = CN TABLE DIMENSIONS MAYBE 0ftU
ORIENTED VERTICALLY OR p c it v
1.1/10'NOW HORIZONTALLY AS SHOWN. 0 W U_
LONG
711B`LAMINATED GLASS STACK_ 7116*LAMINATED -- LU O
g
GLASS STACK - /I t GLASS STACK / SLUE :5
�--}-.0.90'SO INTERLAYER 3/16•"rEMPEREO GLASS�� w--3/18'HEAT STRENGTHENED GLASS I"t- LONG SIDE
-3116•HEAT -3110'HEAT STRENGTHENED GL/SS ""`-- Z cr
311V HEAT STRENGTI ICN[0 GLASS STRENGTHENED GLASS 7/16'AIR SPACE �`
�, --�� _---.000"SG INTERL AYER SHORT _ U) F-
IDE
4 t1 6 17 1 SQL. �. SHORT �_. < z 02'r a1oa5
USED AT CURVED L SIDE 0 - a p o
FRAME MEMBERS ONLY 29 USED AT CURVED - Z ry ry
11-7!e'O.C.MAX. GLASS SITE FRAME MEMBERS ONLY 29 � �
1 t-T1s'O.C.MAX CLASS SITE w Lu
X Wrn
a d
U
&1-2 i 1.2 F+- LONG SIDE ........•I LL p
EXTERIOR ��....`� EXTERIOR L.... _� -. •1%1 '=='a
(� 20 13� 21 13 SHORT ` LONG � GNY LYAtV
v- GLASS TYPE 8GLASS TYPE 8 SDE off,
sltoRr '?Dp.. ' I1/
SIDE `
OVAL rcNG``•
/1r/111u171
A.LYNNMiI.FR,P F
P•F JI 58705
PRODUCT REVISED
2X WOOD BUCKSritIP
EDGE es c—Plyin with the Florida
3.11d'.1,Codi
OR FRAMING.SFE INSTALLATION INSTALLATION NOA-No. 17.0814.11 i
f DISTANCE - NOTE 2.THS SHEET TYPE C TYPE B r----- EMBEDMENT
iraUon Date 02/19/2018
INSTALLATION -- ......... '• —" _
_- _. EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A �ti _ ,�---- SEE NOTE 2,THIS SHEET
—
1/4'MAX
C EMBEDMENT SHIM t Mror
T TYP.ANCHOR TYPE,EMBEDMENT AND .;. EDGE
e
EDGE DISTANCE PER SUBSTRATE. —......-..-- �'• ,
--- _. EDGE �-/, SEE TABLE 8,THIS SHEET DISTANCF
DISTANCE `J I
_ L?M'MAX
SHIM '
4
-.. TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE --..
. ....DISTANCE PER SUBSTRATE, •• I .. _. —. - --_ _......_._-__._ ,; ••.•'• NO CHANGES THIS SHEET.
1 T SEE TABLE 8,THIS SHEET. CC
USED AT CURVED 11 EXTERIOR ---� - 4
. .........
29 FRAME MEMBERS ONLY '.• •. .�...._i-
®11-78'O.C.MAX. _
PER ANCHOR VISOLE LIGHT VADTH= 1�
REQUIREMENT WINDOW BUCK WIDTH-2-3W
WINDOW I - WINDOW SUCK WIDTH -- CONCRETE/CMU W y !Tr Y U
BUCK EXTERIOR .............---_ TIP•TO-TIP WINDOW WIDTH PER ANCHOR > 66_ a to - '
HEIGHT °ul e-
1/4•MAX.sHui HOREQUIREMENT Q-. 4_HORIZONTAL SECTION A-A rn
eiW o
TIP-TO-TIP I --L' 0
WINDOW O
HEIGHT" VISIBLE , § ¢ 2
�l SELF-DRILLING SMS......... O LL r eB
LIGHT (GS),SEE TABLE 8, \ TABLE 8_ Z m O
HEIGHT. THIS SHEET \ Min E =Lj `S"g W 2
WINDOW ` Anchx Substrata DNtenoe Mh EmbedmaM Maa O'C• W U P O
HEIGHT-
P.T. ins •0 8 1,1 BUCK ~Lu O aKa
EIGH INSTALLATION 0t2 cr0u 41055 scmw AWnkaen eoe}T5 min — � o> v z
i METHOD D —........_._ A36 swi 318• 0.083• 12' Z O
feel Stud,01.33 min. 318• •(18 Ga)' 12'
INSTAIIATX)N ANCHOR _ 6otRMm Plne G• W) 8118• 1-3/4 IT
O
UNDERNEATH THE �i Sumimm,0118375 mk. 3:8' 0.063'• Z
BEADING 012 w 014 Steel Scam RiBf - 4 O
EXTERIOR A36 Steel S•8' moor• IT I'-
Mod Stud Or.33 min. 318• O.CIr 16 Ga 1T R
MIAMI-DARE APPROVED MULLION V4.410 SS GeteFks UrQw ted CMU,(ASTM C-88 2-Vr 1-111c12 •, ? J
21 (SEE SEPERATE NOA),ALUMINUM, Concrete Imin,3,35 kal) T 11vr 12'
CD-mt.mki,2.65 ksi) 1• 13/4' 1T ycr
ri 5 1 STEEL FRAMING OR STEEL STUD. p t9
11 SEE SUBSTRATE PROPERTIES. Ila'SWI Ulncon �n°Rte(min.2.85 KSI) 2.1f7 1-w 12 Z 2
TABLE 8,THIS SHEET Unamuted CMU.(ASTM ) 2- 1.111 12' 3 W IV
yI 6 1µ.MAX SHIMGlWed CMU, ASTM C-80 2-1/T 134' IT O t9 r
(mi
5118'St"lllbaeen CoMrete n.3.5 TM WI) 1- 1.3/!-W 12
)L
_ Grrv,Rod CMU, 3 C-00 2-1/T w
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL d
iX WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. eN(t -x su
SEE NOTE 2,THIS SHEET
INSTALLATION NOTES:
' - CONCRETE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE ��`,���•'••...
EMaEDMHlT ANCHOR DISTANCE LIMIT3. ` ?.• ��' NSF' _Cn i
�' • • •� , REQUIREMENT 2.WDpp BUCKS DEPICTED ON T.H1S SHEET AS'1 X',ARE BUCKS WHOSE TOTAL _ 1!'•• ,tip '
i r wmW Nin.Fr Yis.F.
1TBCKNESS IS LESS THAN I.1R'.1X WOOD Bt1CKS ARE OPTIONAL IF UNIT CAN BE 8tcd 6mow kd 120 ksi
II - '• INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS WARE I-112 <10 Saw. _ Bo kill 110ks1 � C
INSTALLATION t -- EDGE - TYP.ANCHOR TYPE,EMBEDMENT THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE E ao Le.canm -191W- 177 ks !rte
DISTANCE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 es Fbo CMeFler:'i2T.4 kW t6&7 kd 7E
__AND EDGE DISTANCE PER
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET 606176 Alu+iwen 16kA st i �OgtOF'.••• ���
-�-__ 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASVF TO A36 6tsN 96 ksi 66►at
VERTICAL SECTION B-B PROVIDE FULL SUPPORT TO THE WINDOW FRAME Q 3J swl sad 33 kd 45 ttl '27/5�DIVAL 1fG;`s`�
4.IF APPLICABLE.LOWER DESYIN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM. A.LYNN 1,1111.11.19141.P.E.
PF.1687'06
PRODUCT REVISED
2X WOOD BUCKSIRIP INSTALLATION INSTALLATION as com1y iny with the Flotilla
EDGEseildin9 Coda
OR FRAMING.SEE TYPE G
- I NOA-No. 17.0614.11
DISTANCE -NOTE 2,THIS SHEET TYPE F EMBEDMENT
1X W000SUCKSTRIP. ExP H t•02J18/201
EMBEDMENT SEE NOTE 2,THIS SHEET-�
INSTALLATION —_ By
yI TYP.ANCHOR TYPE,EMBEDMENT AND ' /r erct ontro
TYPE E - EMBEDMENT L I SHIM
�� /•� EDGE DISTANCE PER SUBSTRATE, - •-- -- . EDGE
-- EDGE g) SEE TABLE Q.THIS SHEET -� DISTANCE
DISTANCE \ .
, I}
'L1/4'MAX
-� SHIM - 2
_ iYF.ANG IOR TYPE, ..._......._-___
-- \_EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE. . f•. •. '• •• NO CHANGES THIS SHEET.
r.
SEE TABLE B,THIS SHEET
EXTERIOR
USED AT CURLED
EXTERIOR 29 FRAME MEMBERS ONLY '• I 4
®11.7/8'U.C.MAX. CONCRETFJCMU•• I _ VISIBLE LIGHT WIDTH
PER ANCHOR s
WINDOW BUCK WIDTH 12-W
REQUIREMENT _--_" WINDOW BUCK WIDTH
VOIDOW CONCRETE/CMUBUCK PER
HOR
HEIGHT 1/4'Max SHIM � HORIZONTAL SECTION C-C REQUIREMENT a 3
o
STEEL
TABLE 9: J r W O
SELF-DRILLING SMS A 8ubrtnte Min Ed90 MM.EmCedmeM Mt>x D.C. c+7 - LU
VISIBLE (GS),SEE TABLE& ._. D911r BPeolrlp O..I C5 m Z ' 6
LIGHT THIS SHEET PT 1ne WIC 1 17 2 LL � d
HEIGHT= #12.,#14 410 SS Screw A30 S 6315 min* --38' -���O.OBY' 17 U LWj d p 8 LIJ� 71
OD
BUCKWINDOStolt Stud Gr.33 min 3.7' 0.00.4 18 Ga', LLT FW-Z
HEIGHT- -J P T Sachem Pkw(SG-A55) 9I1C 1.310 LLT p
Akmttvn,808175 tnh 3/8' 1
z.14- INSTALLATIONTYPE
P _ xa or ala SM:sonrw(G5) -- 3te:(- 3n' o. 1r 2 F
=.. AM U.Stud.Gr.33 min. 3/S' 8 Ge• 12' Z O
Urpwutad CMU. STM C-90) 2-1/4 1-1/O LLT -
E ti4'410 39 CrrteFbx ►-
concrete(min,3.35 kep 1' 1Jl1' t7
Conexte(min.2.85 k40 1' I-we 12' $ Joau9
7Z....... Concieb(mh 2.85 kri) 1/7 1 IT
O 2 a
114'Steel IAtr4cen - ►-
MEE SEP R AE N OWED MULLIONALUMINUM,
CMU,(ASTM[`.BO) -1/7 1-1/4' 12 0) F
21 (SEE SEPERATE NOA),ALUMINUM, Grouted CMU. STM C-N 2.1/7 1J/C 12' S 7�3�1 ? 2
/
STEEL FRAMING OR STEEL STUD. &IW Steel Ullncon r<j W
8 CmcnW h 3.5 kel) 1-UI' .L 17
SEE SUBSTRATE PROPERTIES, Grouted CMU,ASTM C-90 2.1/7 111/4' i
TABLE B,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �i N
TW MAXSHIM 'UNGROU I'ED CMU'VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. p q
xW 7
OW o 0
_-' INSTALlAT10N NOTES: LL
1X WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE
DISTANCE LIMITS. �.�`�1NY LYNry
Yetrw 4in Fr Mtn.F. `• �0,.•..._.••.•
CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL NSF i
EMBEDMENT •• THICKNESS IS LESS THAN 1 17 IX WOOD BUCKS ARE IF IT 5tr18cwrr a2 td ttOkei
�.• ANCHOR - OPTIONAL UN (.ALJ BE
`` •• k ,' REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKSIDEPICTEO AS'2X'ARE 1-12'
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOCD BUCKS TO BE EIoeOLaaCona 1511 A.I 177 killNo 68706
IiGkd 1
*;
• : 41C SS Eke G &PkKtr 127.4 kw !S0.7 kat
' .• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. SWI-TJ Akrnlnwn 11 tri 22 kri - a
INSTALLATION A33 seri- 351. p k6i l
Ems' TVP.ANCHOR TYPE.EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
---TYPE F 01 33 Stew Std 33-kJ- 46 kM 8 TE ((V
_.....-. DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. i
SUBSTRATE,SEE TABLE 9,THIS SHEET �ORWa'•'
VERTICAL SECTION D-D naF ES TIC APPLICABLE, ER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOP, At
n n 11111
A LYNN
RE.#116 MalFJL PE
PRODUCT REVISED
2X WOOD BUCKSTRIP INSTALLATION INSTALLATIO_N a'oomWYl�y with th.Flom*
TYP.ANCHOR TYPE, .__ BW kilo,s:ooe
EMBEDMENT AND EDGE -+- EMBEDMENT -OR FRAMING,SEE TYPE J TYPE K- wow-No• 17-0814.11
DISTANCE PER SUBSTRATE. NOTE 2. I EET EDGE Utplratloo Dato 7/19!2019
SEE TABLE 10,THIS SHEET DISTANCE 114•MAX
.:::.�`.—...... EDGE i SHIM EDGE DISTANCE Imo
INSTALLATION - - (�'� DISTANCE 2X WOOD BUCKSTRIP iX WOOD BUGKS7RIP Miami—ad roduet Control
..........
I I ! OR FRAMING,SEE I ( f
_ OR FRAMING.SEE + I
I j NOTE 2.THIS SHEET
NOTE .l
E 2,THIS SHEET
TYP.ANCHOR TYPE.EMBEDMENT AND f I! t
`SH M/VC
EDGE DISTANCE PER SUBSTRATE. -
3} SHIM -�C\ SEE TA6LE 10,iHI55HEE7
EMBEDMENT / �J !
I I 1 t I EMBEDMENT
j 3
NO CHANGES'HIS SHEET.
�._ .___..._...............—_—._ - --.
..................... : . 1
EXTERIORUSED AT CURVED
-.....-IS FRAME MEMBERS ONLY
(� 011416.0.C,MAX.
EXTERIOR
WINDOW VISIBLE LIGHT WIDTH= � 5) v c7 Y U
_____
SUCK WINDOW BUCK WIDTH-2-W4' j
HEIGHT ! 1/4'MAX.SHIM - ..................._. WINDOW BUCK WIDTHIX
u
>tom+ a O „N.,
372.1 O N a
HORIZONTAL SECTION E-E O tu N
n
ws!eLE INSTALLATION O� $ �� ? .�� o
LIGHT �.INSTALLATION_ 2 LL co
TYPE L
IN INDOW -�+ EDGE DISTANCE U U o w O
BUCK ( I TABLE 10; F_Z v 7 n0
N10 STEEL ......_____.__._....._
HEIGHT•
SELF-DRILLING SMS I.. ---- -MM.Edea Ant.O.C. o Z ZO
2/14-
(GS),SEE TABLE 10. Anchor Dghnca o f
THIS SHEET 2-1fr It.113'Box NO P.T.3Pine GaO.f% 5116" Y H• LL
i 2-12'x.131'Common NW P.T.Soj0Wn 3.0_ 3�6' B" 5 0
I f 2.1/r x.144'RoDlIng Na0 P.T.SmAtwn Plea(SIG-0.55) 3/6' <
P.T.SatMlant PIMM43-0.55) 1/r r
r
R1ox i'Sieh Scow(GS)• 0•093•Aklmhum,6063-TS m
St" in. S11G 9' R � 3 y0
/
1/ITA36 SttY1B' S" is
21 0.045° 16 Ga Stael Stud. y
Ci.33 4/16' 5"
---" 6 2X WOOD BUCKSTRIP
EXTERIOR 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. D
OR FRAMING,SEE •0 _Z < a,-
I !i _. NOTE 2.THIS SHEET __ ... N N N
/ —114'MAX SHIM MIAM40ADE APPROVED MULLION INSTALLATION NOTE&. C In n°Q
(SEE SEPERATE NOA)ALUMINUM, O X y d
-- STEEL FRAMING OR STEEL STUD. 1,USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT IL IL
-- ._ - SEE SUBSTRATE PROPERTIES. AND EDGE DISTANCE LIMPS. 1 mla5
INSTALLATION
TABLE 10,THIS SHEET 1
-'--._....._
Z.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X7,ARE BUCKS WHOSE Matri.l MM F, Mh.F• i
TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE OPTIONAL et.d to ew RN 120 kN �`tOtkY LYNN
-- ---
EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD —'-"-"� ` � 1GE
800374 Ahrri— 16 kN 22 IuI t N9E
BUCKS DEPICTED AS-WARE 1.1/2•THICK OR GREATER.INSTALLATION _ A340W 74 k_r_ k.1 +
-------�- TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS fir,33 eW 8tud 33 k.1
TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUT HORITY W4 ING JURISDICTION. *: NO.58705
*=
EMBEDMENT -►+ \ AND EDGEDI
PER -
SUBSTRATE,SEE TABLE 10.THIS SHEET 3,FOR ATTACHMENT TO METAL!THE STRUCTURAL.MFMRFR SHALL BE '.
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �
:�
STA E � ' +
VERTICAL SECTION F-F 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER VANDOW OR :F ''•20RIDP.. ���
--
MULLION NOAAPPLIES TOWHOLE SYSTEM. 'is '-
i'ONAL
A.LYNN MILLER,P.E.
P.EY 54705
PRODUCT REVISED
as cometywith the Florida
WI
-"1 tDot
OR RAG,SEE INSTALLATION TYPE M NOA-NeIn.c�e 17-0614.11
NOTE 2,THIS SHEET - -" INSTALLATION EMBEDMENT
TYPE N Explratlon Date 2/1912019
INSTALLATION EMBEDMENT
--- - ✓�
TYPE M �--� 1/4•MAX -� ey -'�
" " Miam •' act tol
..... � SHBN
EMBEDMENT ,
... _. n 1 X WOOD U BUCKSTRIP,SEE Ie.2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
OR FRAMING,SEE
NOTE 2,714.SHEET -'
114 MAX I TYP.ANCHOR TYPE,EMBEDMENT AND I '
i 3 $HIM !! EDGE DISTANCE PER SUBSTRATE, -'--- ,
TYP.ANCHOR TYPE
SEE TABLE 11,THfS SHEET
! ,!. ...06
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11N SEE TABLE 11,THIS SHEET �- JR-S ANCFO Gc TODATED
FBC 2017,
EMOR USED AT CURVED EDGE _
29'FRAME MEMBERS ONLY DISTANCE - ._. L '
.... O' EDGE
011.-716'0.C.MAX. .... .. -
I .._.. ...... •, D16TIyANCE
! CONCRETE/CMU 11 _...................-....- • •♦ 1
I PER ANCHOR -- -
WINDOW REQUIREMENT 4 CONCRETE/CMU U
SLICK 11 y ilia
a
VISIBLE LIGHT WIDTH= PER ANCHORwe
__._
a
HEIGHT 1/4 MWC.SHIM - � WINDOW BUCK IYIDTH-2.3/4" _....___.._..._ REQUIREMENT Q O
I WINDOW BUCK WIDTH ------------ EXTERIOR - 950 O y�
INSTALLATION V w r
VISIBLE �' TYPE 0 HORIZONTAL SECTION G-G O LL Z .o t`
HEIGHT= -_ Z ly ^ W �•
TABLE 11. yy
WINDOW ! ______ �U � • �
BUCK STEEL Anchor SLbstiate Min.Ed1Ia Min.Embadmem Max.O.C. Z
HEIGHT- SELF-0RILiIN0 SPA Distance 5
2.3/4" (G5).SEE TABLE 11. ( P.T.Stxtaem t>e 0.0 55 '1 1Jl6' 3!PL. o a Z •"
THIS SHEET 1 N72 m#14 410 SS Scmw Rhin^m 6063-T5 min 3/6' .093•• 2 0
LL
A36 Stall _378• 0063'" 3.r Q
t Steel Stud LA.33 min. 9/8" 0. 18 G. 3.r w
- P.T.Sgdhem Pena SC 0.65 9/16' I-wr 3.r
-...._.......... Numitaxn,606ST5 mho 3/8• 0.08T• 3.r F' I..yS
:. -� --- #1201#14 Steel Sctew(G5) t0
AM Steel 376• 0.093•' 3.7' M Z Z
Steel S Gt.33 min. 3+8' 0.065 8 • 3.T 0
21 TYP.ANCHOR TYPE' EXTERIOR U routed CMU ASTM C-90 2-1/T 1-tll• 8,T
EMBEDMENT AND EDGE V4'410SS CW.Flex -"----- Z
i S J C=mte(min 3.35 ksi) 1• 1-3W 6.T �
! DISTANCE PER SUBSTRATE, IG Concrete min.2.85 kal 1" 1.3M' 6.T z � ~oma
SEE TABLE II.THIS SHEET
Concrete min.2.85 km "-•-2-1/2' 1-w 8.T � 3' ') R iZ
t-1/4'MAX SHIM SEE SDADE APPROVED MULLION U6'9teN tkgcon U �ed CMU. 7M C4D 2-1/7 1-114 6.7" Y ,Z_
(SEE SEPARATE HOA),ALUMINUM, Grouted CMU TM C-90 2-112' 1.34 8.r W
STEEL FRAMING OR STEEL STUD, O X Z a
SEE SUBSTRATE PROPERTIES, 5+18•Steel Llttaoon --- Concmte min.35 kN 1-114" 13!47. ...6_7• LL LL
Grouted CMU CAO 2-1/2' 43!4• 6.T
INSTALLATION TABLE 11.THIS SHc'ET aau -asmp cqw
�������-�-'�=--�-_- MIN. 3 THREADS BEYONC THE METAL SUBSTRATE,
IX WOOD B IP,
SEE NOTE 2,.THIS
HIS SSHEET 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
�• 04 LYN&
tF' M
�- P18TALLATION NOTES: `�� 11
EMBEDMENT • '
•,,, s 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT ANO EDGE DISTM'CE LIMPS.
s i..•. Mateipl Mk,Ft Mit.F, `'�,: No.SIM
WOOD BUCKS DEPICTED ON THIS SHEET AS'IX-,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12•.1X WOOD
2. atw S-
SUCKS 120 W
BUCKS ARE OPTIONAL!F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS OFPICTED AS"27C ARE 416 3- 90 k4 1f0 kr = I '' - J Ir
EDS 1-12•THICK OR GREATER.INSTALLATION TO THE SUBSTRATE O%WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS E!a t haC.atr 188 ke1 177 W 1/�w?e�"i"• •e[/
DISTANCE APPROVED BY AUTHORITY HAVBvG.IUR'SOICTION. Oto aB Eto i --41W 1N.7lui fir••.•
3.FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SLIP.TO PROVIDE FULL SUPPCRT TO THE `
TS_"'"^ to kal n mal68 k.1 tss•••• �`AN
VERTICAL SECTION H-H
WINDOW FRAME.
.1
c'.Wswd tw 3km 46 '� �IoWgLx
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A,LYNN M61ER.PE
P.E188706
PRODUCT REVISED
as Cem ingg wkh tho Florfda
13.110.9oda
NOA_No. 17-0814.11
rxpintlon Date 0211912019
Miam'a. ProdWit C5iiFor
NC CHANGES THIS SHEE-
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
p7 Y U
j a ..
ANGLED/CI:RVED fi s I ANOIPO/CURVED p ON .
I I I
FRAME ASSEMBLY ( FRAME ASSEMBLY Y^ x10. O N
90'CORNER CORNERI - U' eNf a ap
' I FRAME ASSEMBLY ( j Y O
FRM1 O kl Z
ASSEM
Z LL 7 LU Mo;c d
=w 7 R w
ALL CORNERS TO ( /-USE GASKET ALL CORNERS TO U LLl 'auC
AND/OR SFJ1Mff I f /
US
GASKET ' > m O ZO_'
AND!OR SEALANT I Z...
� LL
•
p o
EQUAL-LEO FRAME ` , � Q
'--FLANGE FRAME • Z U)
Z �N
N
EOUAL,LEG FRAME MITERED FRAME WITH INTERIOR f /MITERED FRAME AM INTERIOR EXTERIOR Z
AND EXiERR FRAME WELDS ( / f �i_ AND EXTERIOR FRAME WELDS p p
----.FLANGE FRAME (SHOWN)OR CORNER KEYS AT LLL(((��� A (SHOWN)OR CORNER KEYS AT _Z
\ SCREW BOSS.SEALANT AT ALL CORNERS ry{ n SCREW BOSSES.SEALANT AT ALL CORNERS 3 W N N
\ ! �30)JIJI s LU r w
�� w �
X O as
LL m
. �'t�pNVCENSF
-
�
OF
°' ST °F
NAL EN`
off 111111
t
I
A.LYNN MILLER.P.E.
P.E.0 5870E
f
PRODUCT REVISED
as complylna with the Flodda
TABLE 12: 2784' --+� I+-- 2.784'!—. .►i . . 2 784' _. Ho Mme. 17-0914.11
Item .094' -�-I:.— I a _ODP--.�• I D94' -�.J 4� [:patron Dab 02/19/2018
tl PGT Part# Description Matarial - ,
.074" .002' .074' -- .062" 074' -_. r .082' BY
1 4253C Flanged From Alum 608375 1.375' i
1-375'1 1 Sam _ ...-
1.675
ontrol
2 4285 Equal-log frame Alum.fJ083-Tb .438' � �. 1—t
.438' .500' 43r
1.000' ._.... _ I
3 4258 Integral Fin Frame Alum.808375 �. , t �� .u5oei0Ox' r—.,�..— .o50'd14'� ` --��— .050•+"x+•
4 4255 7118"Lami.Glass Beading Alum.600375 4 - FLANGE FRAME EQUAL LEG FRAME 1'125'
5 4254 I.G.Glass Bead Alum.6063-TS I 2 .077'
a O L
6a 4270 Installation Fastener Cofer Alum.6063-1-5 #4253C,8063-1-5 #4285,6063-T5
Bb 4224 Installation Fastener Corer Rigid PVCFIN FRAME
10 70569C Gasket(at 90'comer joints) Polyethylene 3 #4256,6063-1-5 NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weaftrstrlp Flex PVC,Duro.85+/-1 .348,
13 Dow 791,899 or GE 7700 Backbeddsg Silicone 1 O�I��LAyy { 1.037' i--
20 71652K Setting Block,Mono.WIT x 7/16'x 4' Naopmna,Duro.85-/-1875• .875'
21 71704AK SoItIng Block,LG.3/16'x 13/32 x 4' Neoprene,Duro.85+/-1 (` -
29 06 x 1-1/4'FH SMS Steintma SEasl t .oso• �~� _oso' .050- J
r1 Y U
30 781QX #8 x 1"Quad PH SMS Stainleas Steel 7/16"LAM). I.G.GLASS INSTALLATION w a 7.7
GLASS BEADING BEADING OFASTENER COVER R i::
4 #4255,6083-T5 O #4254,60631-5 sa #4270,6063-T5 >-n g ,„u p N
01
4 ar m
Q J O u cri
Z t`
Z ryLL
ALUMINUM U U d 9- G1
SILICONE HOT•MELTBUM w— w h a
STRUCTURAL REINFORCEMENT POLYISO- DESICCANT FILL AREA F Z .7 � a, axn
BUTYLENE W
SILfCONE 5116'NOW �> w
STRUCTURAL we'NOM. 5/18'NOM. SEAL r a Z Z �
POLYISOBUTYLENE 1/4"NOM. FOAM BUTYL 8 SILICONE SEAL Z _O a
WIT DESICCANT
WITH DESICCANT ROLL-FORMED OLL
DESICCANT QQ
FOAM STAINLESS STEEL J
INT.GLASS Z
EXT.GLASS EXT.GLASS / EXT.GLASS._. F• 4
/ EXT.GLASS Z tD ,..�s
Z
O to Z
, INT.GLASS INT.GLASS INT.GLASS Z O x
(7 ��KODISPACE Inc SUPER 77 DURASEAL® XL EDGE' °
J 4SG TPS �'SPACERO NXT 1Y SPACER Q SPA_CERn a
LL m
•A1 �.a0 c4u.5
A1 �
NY LYNI�I 1''•,
��••-ICENg
TABLE 13:
* No.58705
Part# Description Material =
75 Kommeding 4SG TPS Spacer System bee this
76 Quanex Super Spacer nM with Hot Mett Butyl Sheet 10r '�c�` '• ?oRloP.. ��c�'
77 Quanex Duraseal S
Spacer '��
Materials �'
S7QNAL S�NG�� I
78 Cardinal&Edge Spacer I7/1j11
RE N TET REPORTS M-a717,89a 8 8070
A.LYNN MILLER.F.E.
FIE f 58705
i
I