HomeMy WebLinkAboutNotice of Acceptance (3) MIAMI-DADE MIAMI-DARE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 111805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.�ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this.product or material tested for quality assurance'purposes. Ifithis 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 i ithin 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 B dated 05105/16,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, F.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 bieen 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#15-0528.26 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 Manuel Perez,P.E.
MFAr�i oaoe Gouty rY NOA No. 16-0629.14
Expiration Date: Itebruary 19,2019
Y�q7 j fp Approval Date: August 04,2016
Page 1
SHOP DRAWING REVIEV-4'
NO EXCEPTIONS TAKEN { 1)
MAKE COP.RECTIONS NOTED (�`)
REVISE AND RESUB?.(j(T { )
F=JEC.Tc-D ( }
SUBS.41T 3P F 1 F D, ITEPAl { ')
CH=C'.ING !S ON.Y
CONCEPT OF THE
INFOR'0AI(eN 3 1 V E N C J,'t ._�`. CON-
TRACTOR IS RES?O,NS!ELE`FOR DIMENSIONS TO BE CON
FIRi:,ED AND CORRELATED AT THE JOBS SITE; FOR fNlFORMIAl!On
THAT PERTAI S SOLELY TO THE FABRFCA.TION PROCESSES 0`3 TC
TECHN!QUES OF CONSTRUCTION,;'AN) FQR (X,101701N''4+tON Q.f
T E IMORK OF ALL TRADES.
- Ef.NINVCirD
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PGT Industries,.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. AM-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05105116, 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 261-94
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®NXTr spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idlalmis Ortega, P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ,
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-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 2(1-94
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)
Man el Pe ez,P.E.
Product Co trot Varniner
NOA 6-0629.14
Expirati te• eb- a 19 2019
Ap rr u s 6
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-Sa'
Edition(2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
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. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18. 1
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 lb/in.
Manuel Per z, .E.
P oduct Control*am)her
.I NOA No. i 9.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May
20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
3. 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) 1
4. Laboratory compliance letter for 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)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by.Ishaq Chanda;P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I.";approved on 07/09/15 and expiring
on 02/19/19.
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Manuel a .E.
Pr oduct Contr 1 Exa iner
NOA No. 629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
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STANDARDS USED:
GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09
:ASTM
NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO
•ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
�COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'-BUC-TIP WIDTH •gISIS100-07/52-2010
HURRICANE ZONE(HVHZ). 4T BUCK WIDTH 48•BUCK WIDTH 48'BUCK WIDTH -
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114'VISIBLE 45-1/4'VISIBLE 45.1/4'VISIBLE PROD61CTREVISED,
LIGHT WIDTH LIGHT WIDTH LIGHTWIDTH me plyingwft Ob Rlarlds
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS 2"MAX BuildingQfsJe
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -� 6"MAX. -� W MAX• F,SHEET 8 Ao,xP (�• Z9,r
LITE(CAP)MUST TEMPERED. B,SHEET6 D,SHEET? H.SHEET I /�
l3cpirati•n,1Jxs
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, I I By
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami PbsbM"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
A C E,SHEET B E,SHEET
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I SHEET 6 �� SHEET 7 I SHEET 7 G,SHEET 8 I G. HEET 9 c
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 BUCK >
HEIGHT I BUCK
I
4)ALLWOOD BUCKS LESS THAN I-10THICKARETO BE _-_ _ BUCK z
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE HEIGHT m WITH
-OS PAC -ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. 92-1/4" - f T VISIBLE
WITH SPACERS 8 MOVED PARTS.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX• i VISIBLE 12'MAX. i 93-114• � VISIBLE
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX LIGHT
HEIGHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE i HEIGHT LIGHT O.C.
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / 96• I / HEIGHT I / - 86' cq Y InTHE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP T HEIGHT
O BUCK W a �.
> aaa
ARCHITECT OF RECORD,(AOR). I TIP I I Of
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE HEIGHT i ❑ 7 ao0 � N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 I U N N °0
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 -1- I 1
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION
O� N_j o z cm
ANCHORS SHOULD BE SEALED.OVERALL z LL Lo LL co J u.w0
II F,SHEETB
SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF 6• T �B_� �.� 1Y• •p•C. 6' Lip-� r-- 12'MAX.O.C.2'MAX H.SHEET 9 U U X
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 6 MAX. SHEET 7 5'MAX.O.C. W- O co j 'aN
THE SCOPE OF THESE INSTRUCTIONS.
6)MAX.1/a•SHIMSARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION �> p O •a z O �T-n
LOCATION WHERE THE PRODUCTIS NOTFLUSHTOTHE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z ti z °i O - '-
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING - V ~ ILL
APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J W
THEM BY THE WINDOW. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK W
MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m N .6 laa'IS
7)DESIGN PRESSURES: GENERAL NOTES.......................1 ANCHOR SPACING TO BE V MAX FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® Z U rn
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALJCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. I-
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O
E1300. DESIGN PRESSURES..................2-5 12"O.C. I•.----WIDTH{ I+-WIDTH--I I--WIDTH WIDTH ¢ 0 z alaas
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE..............6 - - MAX. / r---- _ -I r -� IT -1 p Z o 0
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EOUAL-LEG.......7Mll
ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN A..........8 / / I I O
INSTALLATION,INT.FIN B...........9 J� / L9 �/ P 6/ m c7 w W z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6' x l IIIfy I x t I = I I x I I LL 0 a a
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAx 1 1 i L_ J L- J ant sad
TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS PARTS LIST.......... ............11 � saua
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR FF—WIDTH�i Fes-'WIDTH-�{ Imo-WIDTH+{ I--WIDTH�{ \��1
-THEEVALUATION OF-ANCHORS JNTO WOOD.ANCHOR57HAT—TABLE 1: _ T - f— -1 r 1 _ ��� \�O�Y LYNN rim
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE Dese4ptbn Sheet F-� , - - - %.IC
SHALL MEET THE REQUIREMENTS OF THE FLORIDA N C9 w �V�.53705
BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16"Lem)3/I6"An-.09('PVB-3116'HS) 2 w G
2 7/16•Laml 3/16•HS-.D9(F PVB-3116'HS 2 x1 = x1 I I x1 -
9)REFERENCES:TEST REPORTS FTL-3835,3850 8 7272; 3 1-1/18"Laml.IG ts•T-7/78'Air-3I18•An-.090'PVB-3118"HS 3 [ =
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ANSIIAF&PA 4 1.1116"Lemi.IG 18•T-7/16'Air-3116'HS-.090"PVB-3116 HS 3 (6
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/16'Lem1 18'An-.091Y SG-3I18'An 4 WIDTH =i I'� WIDTH-� r-WIDTH+I Ir WIDTH--I '.• STAYS OF r4��
MANUAL. 8 7118'LBml 3l16'HS-.090'SG-3118'NS --- Tr- -, Tr--- =��5.''•:c<O✓31cr..••`•���'�
10)THE 7205ERIE5 USESAPVB INTERLAYER,THE 820 •7 1-U16'Lemi.10 I16"T-7/16"Air-3116'An-.090•SG-3116"An 5 it is� "••••• ' (j'�^,�
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES B 1-1/16'LemL 10 118"T-7/16'Afr-&18'HS-.090"SO-3116'HS 5 O ,�/ I c7 c7 •r�/ /ti�r`�L �� `�
Mu
MAY ALSO BE REFERRED AS THE 701 SERIES. •SG'-'KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = Y� x
°PVB"="KURAPAY BUTACITEm PVB INTERLAYER°BY KURARAY AMERICA,INC. 1 1 1 A LYNN MILUER P.E.
1 P.E.v 587 05
TABLE 2:
Window Design Pressure(4,psf)forGlass Type 1
Long Side(in) 7/16'LAMINATED
67-718 1 72 76 s0 84 88 92 96 100 104 109-U2 GLASS STACK
30 +I80 +1-80 +1-80 +/-80 +/80 +1.80 .1-80 +/-80 +I.80 +/80 +1-80
32 +1-80 +1-80 +1-80 +1.80 +/80 +1-80 +1.80 +/80 +/80 +/80 +1-80 ,090"PVB INTERLAYER
34 +180 +1.80 +I80 +I80 +1.80 +1-80 +I80 +1-80 +180 +/-79.8 +I-79.4
36 +1.80 +180 +/-80 +/-60 +180 +180 +/-79.7 +l-T7.2 +175.1 +/-73.4 +1-722 3/16"HEAT STRENGTHENED GLASS
EWED
38 +180 +1-80 +180 +1-80 +/.80 +/-781 +1-75.2 +/-725 +170.3 +/.68.5 +I-65.3 3/16'ANNEALED GLASS PRODUCT' wmmw Ftvids
s Iding ieg
40 +I80 +/80 +180 +1-79.8 +1-77.2 :I-74.3 +I-71.3 +1879 +155.1 +/83.4 +l81.6 4 I - - Bwldin6 Code
42 +1-80 +/-80 +1-80 +1-77.4 +1-74.3 +1-71.3 +/-68.2 +1.84.7 +181.6 +/59.8 +I-%2 11 Aowyu=No)
44 +1.80 +180 +1-7B.9 +1-75.4 +/-72-1 +1-689 +I.65.6 +/-622 +IS9.7 +1-57.5 USED AT CURVtA
ED roAp°DgO 19
46 +180 +180 +I.77.2 +1-73.6 +/-70.1 -1-MA +1-63.5 +1.60.3 +157.7 FRAME MEMBERS ONLY 29 518'
mNG SIDE p
_ 11-7l8'O.C.OMAX. I' Y
v 48 +I80 H-79.3 +1-75.6 +1-71.9 +188.3 +/84.9 H51.5 +1582 @ GLASS BITE T Mia n' a Product Con
ul 50 +/-80 +1-T7.5 -1.74.1 +1-70.3 +186.7 +/-Ml +/59.7 }
P
52 +1-79.1 +1•75.6 *I-724 *I88.8 +/85.1 +/81.5 1-3
`A 54 +1-77.4 +I-73.8 +/-70.5 +1-67.3 +183.5 SHORT
56 +1-758 +1-72 +158.6 +1-65.3 EXTERIOR SIDE
58 +1.74.2 +/-70.3 r188.8 20 13 i m
6D +1-727 +188.7 +1.65 J- >
62 -1.71.2 +/-67.1 GLASS TYPE 1
64 +1-69.7 +1.65.5 1 >
68 +1883 �- LONG SIDE -�
67-7/8 1 +157 1 1 - T_
NOTES: SHORT LU .m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 1y ? a
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ U) p
C9 N N el°0 R' co
TABLE DIMENSIONS MAY BE 0 chi m W N
ORIENTED VERTICALLY OR O Z FB
lHORIZONTALLYAS HOWN. Z LL �LL m zi Od1O10 O
W
(T6W X 10 o ❑
TABLE 3: F W m O U' 9M0
Window Design Pressure(+/.,psf)forGlass Type 3 O O O
Long Side(in) �Z d Z F W LL
67.7/8 1 72 76 80 84 88 92 96 100 1D4 109-1/2 1-1/16'NOM. g J O
30 +1.80 +1.80 +1.80 +1-80 +180 +1.80 +180 +180 +180 +/-80 +/80 GLASS STACK 7/16"LAMINATED J m N
GLASS STACK Q
32 +1.80. +I80 +/-80 +1.80 +I80 +/$0 +180 +180 +1-80 +180 +/80 H
34 *I80 +1-80 +/-80 +I-80 +1-80 +I80 +/-8D +/-80 +1-80 +180 +/-80 ST -I SHORT y W 1aa45
36 080 +1.80 +1-80 +I.80 +1.80 +I80 +I80 +/-80 +180 +/80 +/-80 3/18'TEMPERED GLASS STT RENREN GTTHENED GLASS '1 SIDE ® Sr' Z Of-
la
38 +1-80 +/80 +/80 +/-80 +I80 +I80 +/.80 +/80 +/-79.4 +/-76.4 +1-74.3 3118'ANNEALED GLASS y Z
1 BM
40 +1.80 +I80+ +1-80 +I80 +180 +I80 +1-80 +/-76.7 +173.5 +/-70.9 +/.69 7/16"AIRSPACE O
42 +1-80 +I80 +I-80 +I-80 +180 +I-80 +I.77 +/-731 +/89.6 +1-66.9 +/85.2 11 INTERLAYER _--_ - _ - _ _a Z d al°ag
44 +180 +/80 +I80 +I80 +I80 +bT7.8 +1-74.1 +l-70.3 +187.5 +/83.9--" - - - - - - - - -
'E 48 +180 +/80 +/.80 +/80 +1-79.2 +/-754 +1-71.7 +/88.1 +/85.1 5 O 'S Z N m
m 48 +/80 +I80 +1.80 +I80 +I.77.2 +1-733 +1-69.5 +1858 SIDE �i W CO
USED AT CURVED
50 +1-80 +/80 +1.80 +ibb /-79.4 +/-75.3 +/-71.3 +1.87.5 FRAME MEMBERS ONLY 29 5/8' O X W a a
P 52 +180 +I80 +180 +I-T7.7 +1-73.5 +1895 @ 11-7/8'O.C.MAX GLASS SITE � ❑
w 54 +I80 +I80 +/-79.6 +l-76 +1-71.8 1J elll asap sauaS
56 +I80 +I80 +/-77.5 N-73.8
58 +I.80 +1-79.4 +/•75.4 EXTERIOR
-_---60--+/80--. +1e77A -+1.73.5
62 +I80 +1.75.8 -21= °13, __ -- - - - _I-SHORT-I_ . -
64 +/-788 +/-74 --I SIDE r--
66 +1-772 GLASS TYPE 3
67-718 +/-74.9 '
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. '
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 Frr WITHIN. V `
A.LYNN MILLER,P.E.
P.E.i158705
TABLE 4:
Window Design Pressure(+I•,psQ for Glass types 2&4
Long Side(n)
67.718 72 76 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 138 140 144 _
30 +/.80 +1-80 +F80 +/$0 +1-80 +1-80 +1-80 +/-80 +1A0 +1-60 +1.80 +/-So +1_80 +I-80 +/-80 +1410 +/-80 +I-60 +1-80 +/•80
32 +/.80 4w +r-80 - +/-80 +1-80 +/-80 +/.80 +/-80 +1-80 +/-80 +1m +/-s0 +1-80 +1.80 +/-so +1-80 +/.60 +/-80 +1-8D
34 +I$0 -1-80 +/-80 0-80 +1-80 +I-80 +/-00 +/-80 +/$0 +/-80 +/-80 +/-80 +/-80 +1-80 +/-s0 +1-80 +1.80 PRODUCT REVISED
36 +1480 +ra0 +1-80 +1-80 +1.80 +/.ao +/-80 +1m +1-80 +1.80 +/.80 +1_80 ./�o +l�o +/4j0 +1_80 rAmNrits wiW tbo Flotidn
38 +/430 +1.80 +1_80 +/-80 +/-80 +/-so +/AO +/-80 +/_80 +/430 +/AO +/-00 +/_80 +/_80 Bwlding Code •!Jv
40 +/AO +1.80 +1-80 y$0 +r-80 +/.80 +/-so +1-80 +/-80 +/-So +/_80 +1_80 Aooeptanoo$b I�U' ,4
42 M-80 +/-80 +/-80 +1-80 +180 +/$0 +1-80 +1-80 +1-80 +1-60 +1_80 ration L?'a9
44 +/-80 +1.80 +1410 +/AO +1-80 +143D +IAO +/-80 +1.80 +/.80 By
-`— 46 +1_80 +1-80 +1.80 +1.80 +1-80 +1-80 +1-80 +1.80 +/.80 Miami _ $$i t. iml
v 48 +1-80 +1_80 +1_80 +1-80 +I.80 +1.80 +/-80 +/-80
r
50 +/60 +1-80 +/-so +1-80 +1-80 +1-60 +/-60
mF +/-80 +1-80 +1_80 +1-80 +1-80 +/-79.1
+/-80 +/.80 +/-80 +l-00 +/-78.6
+/$0 +/-80 +1.80 +1.79.1
+1�0 *1�0 +1�0+1_80 +I-00 +1-79.3
+/-80 +I-80
+/-60 +r.6o
+/_80+1-80 M Y m
NOTES: > a
N 'nay
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1 FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Of4 0 �-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. co CD
FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n atop K
V N N O
p� Ot c Z 9
z V- ui IL t0 W ",a
UU KT d O
W z 00 o
w m0 7 N
CD OMd
1-1/16'NOM. TABLE DIMENSIONS MAYBE o> Y o ZO
7/16'LAMINATED GLASS STACK ORIENTED VERTICALLY OR p O
GLASS STACK D HORIZONTALLY AS SHOWN. z a z F W tL
GLASS STACK _ O
3/16"HEAT STRENGTHENED GLASS LONG m m
090"PVB INTERLAYER 3/16'TEMPERED GLASS SIDE J Q
3/16"HEAT 3/16'HEAT STRENGTHENED GLASS �-- LONG SIDE Q w
3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER ! ® Z w taa4S
7 V)
4 11 11 SHORT CO Z
5 SIDE O w
USED AT CURVED _I SHORT I _ a a w°'s
_ USEDATCURN r + '�I I'� LL Z
FRAME MEMBERS ONLY 2g - -- 5l8' -�---��' FRAME MEMBERS ONLY-29 - � - 5l8' --.- - --�- - � - -- SIDE - ----�-- - �- O — o0
11-7/8"O.C.MAX. GLASS BITE @ 11-7/8'O.C.MAX GLASS BITE a z F
O1� ww mEXTERIOREXTERIOR �-- LONG SIDE —� LL0 a
(� 20 13 a 7s78 21 13 a0!1 'sod sal.a
y- GLASS 4 SHORT .d/ LONG
LASS TYPE 2 GLASS T
SIDE 9� •.
-- -.. ... SIDE..
SHORT
SIDE
A-LYNN MILLER,P.E.
P.F-#5B705
TABLE 5:
Window Design Pressure(+,L,psf)forGlass Type 5
Long Side(in) 7/16'LAMINATED
67-718 72 76 80 84 Be 92 96 1 100 104 109-1/2 GLASS STACK
30 +901-125.4 +901-120 +901-115.5 +90'-111.5 +901.108.5 .901-106 +901-104.5 +901-103.5 +90'-1025 +90/-100.7 +m-97.9 .09T SG INTERLAYER
32 +901.116.9 +90410.8 +901-105.3 +9Rd-101.6 +901_987 +901-95.7 +901-923 +901-90.6 +901-90.3 +1-89.9 +/-89
34 +9D1-108.9 +901-103 +90/_98.8 +90'-95.1 +901-91.8 +/-882 +/-84.4 +/-81.5 +180.1 +I-79.8 +/.79.4 - 3/16'ANNEALED GLASS
36 +901-102.6 +98Y-97.1 +M-928 +1-88.9 +1A5.5 +1A26 +1.79.7 +1.77.2 +175.1 +1-73.4 +I-72.2 3/16'ANNEALED GLASS PRODUCT REV)SED
38 +901.98.4 +901-92.2 +1-86.7 +/-83.2 +/80.7 +1.701 +1-75.2 +/_725 +1.70.3 +1-68.5 +/86.3 m a„mplyW with dw Florid.
40 +901-94.6 +/88.2 +1-826 +/-79.8 +/-77.2 +1-74.3 +1.71.3 +/.67.9 +185.1 +153.4 +151.6 4 11 Building
.42 +901.91.3 +/-84.7 +180.7 +1-77.4 +1•74.3 +/-71.3 +/-68.2 +/-64.7 +181.6 +1.59.8 +158.2 Aoeeptmtce Ab !`L�}[I1L(.�.11
44 +18a3 +/82.4 +1.78.9 +1.75.4 +/-721 +1-68.9 +155.6 +1522 +159.7 +I57.5 USED AT CURVED
mFRAME MEMBERS ONLY 29 81v
46 +1854 +/.80.8 +1-77.2 +1.73.6 +/-70.1 +1.%8 +/-83.5 +/.60.3 +157.7 @ 11-7/8"O.C.MAX. GLASS BITE LONG SIDE By
48 +1827 +/-79.3R17 +/_71.9 +/88.3 +l-64.9 +181.5 +l582 �- Miami Pro�ecti
rn 50 +180.9 +/-77.5 +/-70.3 +l86.7 +1-631 +I59.7 19 T_
P 52 +1-791 +/-75.6 +/58.8 +/85.1 +1-61.5
N 54 +1-77.4 +1-73.8 +1-67.3 +1.63.5 EXTERIOR SHORT
56 +1-758 +1-72 +1.65.3 20 13SIDE58 +1-74.2 +/-70.3 �Y60 +1-727 +1-68.7 GLASS TYPE 5 '
82 1 +I.71.2 +1A7.1
U
64 +/897 +/55.Ii >
66 +1.683 �- LONG SIDE -�
67-7/8 1 +/-87 1 1 1 T_
NOTES: Y tb
SHORTLLI
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. S 6i > a ❑ .�aa
2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - SIDE i O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ c
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }to a/o0 O N00
cm
TABLE DIMENSIONS MAY BE OJ 11 W N
Co
ORIENTED VERTICALLY OR O J N J cO z 7a
HORIZONTALLY AS SHOWN. Z LL W LL m W uro10
2 LLI
TABLE 6: C)Z.) X N O ❑
Window Design Pressure psi)for Glass Type 7 n> O YO z a
Lang Side(in) Z a z 00 to LL
67-718 72 76 6 80 84 88 92 96 1 100 104 109-1/2 1-1/16'NOM. g J O
30 .901-130 +901-130 +90'-130 +901.128 +901-122.6 +gV-119.8 +901-118.1 +901-117 +901-115.8 +901-1127 +90-109.9 GLASS STACK 7116'LAMINATED aQQQI
32 +901-130 +90'-1251 +901-118.9 +9d-114.8 +901-111.5 +901.108.1 +901-104.3 +901-1024 +9p1-102 +901-101.4 +9&-99.7
34 +901-123.1 +90f-1164 +W-111.7 +9ry_107.5 +901.103.8 +901-99.7 +90/95.3 +901_92.1 +-W-90.5 +1.90 +1-89.8 GLASS STACK I SHORT rA Tp IL 7aa1i5
36 +90I_116 +9ry_1098 +901-104.8 +901400.5 +901-966 +901-93.3 +1-90 +/.873 +/84.9 +/-82.3 +181.2 3116'ANNEALED GLASS -�{ SIDE ® m Z of
38 +901-111.2 +90/-104.2 +gW-979 +90194 +901-91.1 +188.2 +/84.9 +/.81.9 +l- 4 +1- 3/16'TEMPERED GLASS a
79. 76.4 +1-74.3 3/16'ANNEALED GLASS ac
40 .901-106.9 +W-99.6 +901934 +90'-90.1 +/.87.2 +1-84 +180.5 +1_787 +173.5 +/-70.9 +189 7/1fi'AIR SPACE .090'SG INTERLAYER r O CO Z
42 +901-103.2 +9(195.7 +901.91.2 +1A7A +184 +1-80.6 +1-T7 +l-73.1 +189.6 +/86.9 +/55.2 4 ❑ Of aloas
44 +901-99.7 +90t_93.1 .489.1 +185.2 +181.4 +1-77.8- +/_74.1 +/.70.3 _ +187.5 +183.9 11 a. Z 0-
5 48 +901-96.5 ♦90�-91.3 -1-87.2 +1-83.2 +1.79.2 +1-75.4 +1-71.7 +/581 +185.1 O 3 Z NN
48 +90).93.5 +/•89.6 -1-85.4 +191.2 +/-77.2 +/-73.3 +1-69.5 +/-65.8 5 LONG ❑ O r•co
N 50 +901.91.4 +187.6 +/83.7 +1-79.4 +1.75.3 +/-71.3. +/87.5 USED AT CURVED ESIDE w w
>= FRAME MEMBERS ONLY 29 518' O W
N 52 +1-89.4 +1-95.5 +/81.8 +1.71.7 +/-73.5 +1.69.5 GLASS BITE X w
54 +1.8Z5 +1.83.4 +1-79.6 +1.76 +1-71.8 @ 11-7/8'O.C.MAX. LL ❑
56 +1-85.6 +1.81A +/47.5 +/•73.8 1-3 alll 'asap sauas
58 +1838 +1-79.4 +/-75.4
60 +/-821 +I-77.6 +1-73.5 EXTERIOR
--- ----62--+1-80:4--+t.758-- 13. _ I_SHORT -
64 +1.79.8 +1-74 r '1 SIDE IT ,
66 +1-77.2 GLASS TYPE 7
67.718 +1-74.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
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.
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#58705
5
TABLE 7;
Window Design Pressure(+A,psf)for pass Types 5&8
Long Side(in)
67-7/8 1 72 76 80 84 88 92 96 100 104 109.112 112 110 120 124 128 132 136 140 144
30 +901-130 +901-130 +901-13D +9a-130 +901-130 +901A30 +901-130 +901.130 +901-113D +901-130 +90/-13D +90/-13D +90-130 +9a-130 +901-13D +901-130 +901-130 +901-130 +9a-130 +901430
32 +901-130 +901-130 +9a-130 +901430 +901-130 +901-130 +901-130 +901-130 +901-13D +9a-130 +9a-130 +901-13D +9a-130 +9a-130 +9a-130 +90/-130 +901-130 +901-130 1 +901-130
34 +90f-13D +901-130 +911/-130 +9a-13D +901-130 +9a-130 +9a-130 +901.130 +9a-130 +901-130 +901-130 +901-130 +901-13D +9a-130 +901-130 +901-130 +9a-130 PRODUCT REVISED
36 +901-130 +9a-130 +901-13D +901-130 +901-130 +901-13D +901.130 +901-130 +901-13D +9a-130 +901-130 +901-13D +991-130 +90/-130 +901-130 +901-130 m complying with the Florida
38 +901-13D +901-130 +901-130 9a-im +90/-130 +90/-130 +901-13D +901-130 +901-130 +90030 +901-130 +9a-130 +9D1-129.2 +9a-127.3 Building Code I CO) t4
40 +9a-130 +9a-130 +9a-130 +901-130 +9a-130 +9a-130 +901-130 +9a-130 +901-13D +90'-126.8 -901.123.2 +901-122 Acceptance No
42 +901.130 +901-130 +9a-13D +901-13D +9a-13D +9a-130 +901-13D +W-129.3 +0423.2 +W-119.7 +9a-116.4 'amDate
44 +901430 +901.130 +9a-130 +90/-130 +90/-13D +901-130 +9a-130 +9a-124.5 +90'-119.4 +9a-115 D Iq
46 +901-130 +901-130 +9a-130 +9a-130 +901-130 +90)430 +9d-126.9 +90/-120.5 +W-115.3 Munn'Dade PrcdM4
v 48 +901-130 +901-130 +901-130 +90143D +M-130 +99-129.7 +9a-123 +901-116.5
CA +901-130 +901.130 +901-130 +90/-13D +9a-130 +90/-126.2+89.41-119.
C
Q 52 +9a-130 +9a a-1-190 +90l-130 +93D +901-13D +Bfla-123
a 54 +901-130 +901-130 +901-130 +9a-13D +86.81-127.1
58 +901-130 +901.130 +901-130 +89.41-129 t0
a
58 +9a-130 *901-130 +901-13D
60 +901-130 +9a-13D +89.6/-129. c1
62 +90/430 +901-130 '
04 +90/-130 +901.13D z
86 +90/-130
67-718 +90/430 1 1 1 1 - W 1-111,0
m
NOTES: > ? ^ail
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. K � �
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O C
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (}9 N n al°0 cco
"
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O ccl cm W N
O J �J p ZZLL LL W .7 O
W 5
UU X!2 o O_
LL1 Z O m a0 7 -.ON
TABLE DIMENSIONS MAY BE o m Y Z 0Ma
ORIENTED VERTICALLY OR 0 D O 'a v
1-1/16'NOM. HORIZONTALLY AS SHOWN. Z LL Z 0 W LL
GLASS STACK 7/16'LAMINATED LONG Q J O
7116•LAMINATED I�
GLASS STACK I- GLASS STACK SIDE Q Q W
3/16'HEAT STRENGTHENED GLASS � LONG SIDE �i ~
kSTREN,
NTERLAYER 3/16'TEMPERED GLASS y/ $ cn W IaavS
EAT 3H6'HEAT STRENGTHENED GLASS ® a Z M
3/16"HEAT STRENGTHENED GLAGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT O Z
SIDE F- O W
4 11 -5 11 - _ -- SHORT I-- a_ Z a- °i0'S
USED AT CURVED �1 "SIDE I— O Z N N -
FRAME MEMBERS ONLY 2g USED AT CURVED 5/8 co
FRAME MEMBERS ONLY 29@ 11-7/8'O.C.MAX. BITE Q 11-7/8'O.C.MAX. GLASS BITE c,1 W1� 1-3 �— LONGSIDE �i LL 0 D-aEXTERIOR EXTERIOR2 r-78 21 13 SHORT �J/ LONG
_SIDE -SIDE.
GLASS TYPE 6 GLASS TYPE 8
..
HOR
SS DET ��.. .�� :•
A.LYNN MILLER,P.E.
P.E.#68706
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, o
TYPE A {� 1/4"MAX SEE NOTE 2,THIS SHEET •v
EMBEDMENT I SHIM
TYP.DGEDIANCHOR STANCETYPE, RSUBSEMBEDMENT RATE, EDGE PRODUCT REVISED
EDGE DISTANCE PER SUBSTRATE, DISTANCE es complying with the Florida
EDGE 6 SEE TABLE B,THIS SHEET Building Cede 1�0-0GIA-14-
DISTANCE Acacpteocc 140
Ll/4'MAX 'rat mDate
1 SHIM 1 By
Mi- 'Ocde Prodec!
4 TYP.ANCHOR TYPE,
EMBEDMENT AND
EDGE
DISTANCE PER SUBSTRATE,
. 11 SEE TABLE B.THIS SHEET
USED AT CURVED 1t m
29 FRAME MEMBERS ONLY EXTERIOR •.
11.7/8'O.C.MAX. .. 4 11
CONCRETE/CMU Bil
I
PER ANCHOR VISIBLE LIGHT WIDTH= I 5
REQUIREMENT WINDOW BUCK WIDTH-2-3/4' '1
WINDOW BUCK WIDTH CONCRETE(CMU ca
EXTERIOR
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR j to •naa
BUCK REQUIREMEN
� T '-
HEIGHT 1/4'MAX.SHIM ----{ HORIZONTAL SECTION A-A n a>oa Cl) N
TIP-TO-TIP I O m toLU
N
WINDOW a12STEEL 0-J rn m o Z ,te
HEIGHT VISIBLE SELF•DRIWNGSMS tLto
1'JL coo
LIGHT (GS),SEE TABLE 8, TABLE 8: =LLl .-- W
HEIGHT= THIS SHEEP Min.Edge Maz O.C. 0 U X N o O
WINDOW AnchorM-A
strate Distenoe Min.Embedment Spacing W Z 0 r- 00 'eN
BUCK ine(6G=0.55) 9116• 1J/6• 1 ~ m 0 0 0MQ
HEIGHT- 6063T5 min. 316' 0.083• 12• r, O 0 Z
2IGH INSTALLATION all ora14410 SS screw Steel 3/6• O.o83•• 12' o Z d Z tT 0 LL
METHOD D ,Gr.33 mil are o.04S 1e G. 12 v LL
INSTALLATION ANCHOR P.T. Pine(SG=0.55) 9116, 1-3/8• 12' 0
UNDERNEATH THE 6063-T5 min. 3/8• 0.063'• 12'
Z m
BEADING a12 or d14 Steel Screw(GS) Steel 318• 0.063'• 12' y EXTERIOR Steel Stud,Gr.33 min. 3I8• 0.045' 18 Ga 12' ® Z 4 taays
J\/4 Ungmuted CMU,(ASTM C-90) 2-1/7 1-1/4• 12" J Cq
MIAMI-DADE APPROVED MULLION 7/4.410 SS CreteFlmt Z
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(Mn.3.35 ksi) 1• 13/4• 12' S 0 F
8_ _ STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 kel) 1' 13/4' 12' t> p U) atnaS
SEE SUBSTRATE PROPERTIES, -1/4'Steel Ultmcon Concrete(mla 2.85 kal __ 2-112 1.3I8' 12' ., _ a Z Z _
TABLE B,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4' 12• F � W N N
S Grouted CMU,ASTM C.90 2-112• 1-3/4' 12" 0 Z n a0
r-1/4•MAX SHIM 5I76.3tee1 Ultracon 'Concrete(min.3.5 kel) 1-1/4• 1,/4• 120 W Z ?�
_11 Grouted CMU ASTM C-90 2-1/2 1-3/4' 12' X g a a
LL LL
---777--- •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ep1asap saua
} 1X WOOD BUCKSTRIP,
I SEE NOTE 2,THIS SHEET
CONCRETE PER _
EMBEDMENT ANCHOR INSTALLATION NOTES: '
• - REQUIREMENT _
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -
I - - - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE
INSTALLATION (�— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'W ARE 1-10 THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING _
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION.
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.a 58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE
DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT
1X WOODTHIS S#SHEET
EMBEDMENT SEE NOTE 2,THIS
INSTALLATION I —� SHI114 M
TYP•ANCHOR TYPE,EMBEDMENT AND
TYPE E EMBEDMENT L SHIM GE
EDGE DISTANCE PER SUBSTRATE, DISTANCE PROD CTREV)SBD
EDGE 6 SEE TABLE 9,THIS SHEET M complying with the Florida
DISTANCE ! Hwldiag Coati
i•� _ Accepttmce No lfp'O(p I
�t14'MAX 2 Hcgfmtim Darc /�
. Z SHIM Hy
4 8•fi Dadc product
TYP.ANCHOR TYPE, '
EMBEDMENT AND EDGE P
11 DISTANCE PER SUBSTRATE, 11 •• '
SEE TABLE 9,THIS SHEET EXTERIOR
USED AT CURVED m
EXTERIOR 29 FRAME MEMBERS ONLY •. 4 � 11
@ 11-7/8'O.C.MAX. CONCRETEICMU I� VISIBLE LIGHT WIDTH=
PER ANCHOR I WINDOW BUCK WIDTH-2-W '
WINDOW BUCK WIDTH
REQUIREMENTNCR• M m
WINDOW CPER ANC ORU UJ
BUCK HORIZONTAL SECTION C-C REQUIREMENT
HEIGHT 1/4•MAX.SHIM ❑
> r. e>°a O
W co
#12 STEEL 00 C-i N In o
SELF-DRILUNGSMS W N
VISIBLE (G5),SEE TABLE 9, Z LL to LL o J a n
LIGHT THIS SHEET TABLE 9: _ LU 0
HEIGHT= ` Anchor Substate Min.Edge Min.Embedment Max O.C. U U X SQ 0 0
WINDOW Distance Spacing W Z O 'eN
BUCK P.T.Southern Pine(SG=0.55) 9116• 1-3/8' 1z' F W m O `t C) 9A10
Aluminise,606345 min. 3180 0. '• 1z
HEIGHT- INSTALLATION tt12 or#14 410 SS screw p38 steel 31s' 0.083 12 Z d Z rn O
TYPE H Steel stud,Gr.33 min. 3W 0.045' 18 Ga• 12, 1= z 0
• P.T.Southern Pine(SG=0.55) 9/16, 1-318' 12 g O r
EXTERIOR Aluminum,6063•T5 min. 318' 0,063•' 12, F
#12 or#14 Steel Screw(G5) Q QJ A36 Steel 318• 0.083•• 12, $ is 45
Steel stud,Gr.33 min. 318' 0.045' 18 Ga 12, Z Q a
` Urgreuted CMU,(ASTM 04M) 2-VT 1-1W 12• a — F-
MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlex co Z
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksq 1" 1-3W 12, O
STEEL FRAMING OR STEEL STUD. Concrete min.2.85 keg 1' 1.7/4' 12' ❑ O eic>5
5 Concrete(min.2.85 keq 2-1/7 13/8' 12"
- --- -- - -- - - -SEESUBSE 9,TE PROPERTIES, - - 1/4'Steel Ultrecon _-- 0 Z W
TABLE 9,THIS SHEET Urgreuted CMU,(ASTM Cam) 2-1/2• 1-31e 12• O —}� -� ti N
5 Grouted CMU STM C-90 2-1/2 1314' 1Y H J oQ
�1/4'MAX SHIM 5118'Steel UOrecon Conorete(min.3.5 ksl) 1-1/4' 1J/4' 1z cmwi W Q❑
Grouted CMU,(ASTM G.90 2-1/2' 19/4' 12' X C! G.a
T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W
} 1X WOOD BUCKSTRIP, alit nse0 seas
I SEE NOTE 2,THIS SHEET
—-- -- —- , ----- CONCRETE PER --- - - - - -' - -—
EMBEDMENT :. ANCHOR INSTALLATION NOTES:
REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •...c7'".
INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12-.1X WOOD BUCKS ARE
TYPE F I+—, EDGE •TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X•ARE 1-12'THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. '
VERTICAL SECTION D-D
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A-LYNN MILLER,P.E.
P.E.#68705
TYR ANCHOR TYPE, 2X WOOD BUCKSTRIP -
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE. I NOTE 2,THIS SHEET
TYPE J TYPE K
SEE TABLE 10,THIS SHEET
EDGE EDGE
DIST ANCE 1/4"MAX
DISTANCE EDGE DISTANCE
INSTALLATION ---���"III SHIM a PRODUCTIiEVISBD
TYPE I 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP .s wmply+n8 Wilh 1b,Morida
OR FRAMING,SEE OR FRAMING,SEE Building Code
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acceptaooe No W-0 q.114-
pimti°q Date 9
1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND Dy
3 SHIM EDGE DISTANCE PER SUBSTRATE.
4 5 SEE TABLE 10,THIS SHEET Mimi Ihod<><t
EMBEDMENT
a
11 � 3 EMBEDMENT
a
m
USEDATCURVED p
EXTERIOR 29 FRAME MEMBERS ONLY �
@ 11-7/8"O.C.MAX. o
rc
11 EXTERIOR
c n W n Y to
WINDOW 4 11 5 v •naa
BUCK VISIBLE LIGHT WIDTH= _� a 0 N
HEIGHT III WINDOW BUCK WIDTH-2-W4' ❑
1/4'MAX.SHIM �-{ {�— in
WINDOW BUCK WIDTH O a ? ° c
VISIBLE INSTALLATION UJI
HORIZONTAL SECTION E-E Z IJi �; � Zi °ap o
HEIGHHTT= TYPE L 0 U X D d wo
WINDOW LU
BUCK 910 STEEL F_W m O =U' pep
HEIGHT- SELF-DRILLING SMS 1, 00 Z
2-3/4" (G5),SEE TABLE 10. Z G.Z 0 LL
THIS SHEET ~Q
TABLE 10: 0
MIn.Edge Max.O.C. j oo
Anchor Substrate Distance Spacing F
2-12"x.113"Box Nall P.T.Southern Pine SG=0.55 5116' 6". ® Z Z 1°°vs
2-12'x.131'Common Neil P.T.Swthem Pine SG=0.55 3IB" 5" + — O H
2-12'x.1461 Root Nall P.T.Southern Pine SG=0.65 318" 6' F
21 P.T.Southern Pine SG=0.55 12' S' 0 4 Z
B 2X WOOD BUCKSTRIP EXTERIOR < 0 J °1°'S
- - - - -- - - - -- - OR FRAMING,SEE _---.--- - - --#lox 1"Steel ScreAr- 0.093"Alumirwm.60tG-T5 min. 5H6� 6" _ - __ __ LL Z Q
NOTE 2,THIS SHEET 1/1G A35 Steel 8/16' S' O F- N N
5 �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION 0.045' to Ga Stvd Stud Gr.33 1 6/16" 1 ITw W uj Z ;;
(SEE SEPERATE NOA),ALUMINUM,
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O X _Z a a
STEEL FRAMING OR STEEL STUD. LL LL
SEE SUBSTRATE PROPERTIES, aplasap sauas
INSTALLATION TABLE 10.THIS SHEET
.. . TYPE J -EDGE DISTANCE - - - - - .. - _.._ ..- _ _ ... _ .• -
INSTALLATION NOTES:
TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-12"THICK OR GREATER.
VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
2X W000 BUCKSTRIP _
EDGE OR FRAMING,SEE INSTALLATION TYPE M
DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M FORTHIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION ANCHORS MAYBE NO
METHOD ONLY, "I.MAX •MORE THAN' 6'O.C.ANCHORS MAYBE NO EMBEDMENT SHIM •"
a MORE THAN 8'O.C. O 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as c impiyiag with e64 Florida
OR FRAMING,SEE ae8detg 4-z
NOTE 2,THIS SHEET A` F Eepimtin D�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND3 SHIM EDGE DISTANCE PER SUBSTRATE, 13am
4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET Nfi
EMBEDMENT AND EDGE .
DISTANCE PER SUBSTRATE,
a
11 SEE TABLE 11.THIS SHEET 3 P7
USED AT CURVED EDGE m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE a
11.7/8"O.C.MAX. DISTANCE
z
CONCRETE/CMU i
PERANCHOR
REQUIREMENT CONCRETE/CMU � `1 m
WINDOW I 11 LU
BUCK I VISIBLE LIGHT WIDTH= 5 PER ANCHOR R -
HEIGHT 114"MAX.SHIM �+-- Itt'ffff REQUIREMENT 0
WINDOW BUCK WIDTH-2-3/4" p Y � 0
WINDOW BUCK WIDTH EXTERIOR _ }n N aloe O, -
Of
O C ' d
VISIBLE HORIZONTAL SECTION G-Go- N_j o z �B
LIGHT INSTALLATION TYPE O Z ly, m J uMa� ❑
HEIGHT= FOR THIS INSTALLATION 0(.) X N ❑
WINDOW 'METHOD ONLY, TABLE 11: IILILI Z m O '-N
BUCK ANCHORS MAY BE NO Mia Edgs Max.O.C, o LLI
omb
HEIGHT- • MORE THAN 6'O.C. Anchor Substrate Min.Embedment n p Y Z
23/4' Distance S On p O O
P.T.Southern Pine SG=0.55 9/16` 13/B• 6• .-Z O.Z 0 LL
#12 STEEL #12 or#14410 SS Screw Alurtdnum 6063T5 min. 318' 0.0m... 6' g O
SELF-DRILLING SMS A38 Steel 3/8• 0.063`• Ir rn
Steel Stud Gr.33 min. 318' 0.045"18 Ga 6' a
(GS),SEE TABLE 10, U)
P.T.Southern Pine SC+-�0.55 9/16' 13/B" 8' '$ Dy mays
THIS SHEET Aluminum 6063-T5 min 318' 0.083•• 8' ® m Z Z
M12 or#14 Steel Screw(GS) O XA
A36 Steel 318' 0.063'•- 8' � F
21 TYP.ANCHOR TYPE, !j�EXTERIOR Steel Stud Gr.33 min. 318' 0.045. 18 Ga 8' r � Z
EMBEDMENT AND EDGE U routed CMU TM C-90 2-1/7 1-114" 12"
- - - --- - 6 DISTANCE PER SUBSTRATE, _ __ __ �__ __ 1/4'410 SS CreteFlex -Concrete(min.3.35 ksi) - 1' 13/4' _ _17 aroag
SEE TABLE 11.THIS SHEET Concrete min.2.85 kel 1" 1314" 17 C ~ N N
5 �1/4'MAX SHIM MIAMI-DARE APPROVED MULLION Concrete in.285 kei 2-117 1318` 17 ❑ Z e0
(SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Ultrecon w t11
U ed U.ASTM O90 2-117 1-1/4" 17 U
STEEL FRAMING OR STEEL STUD. LL LL d d
Graded CMU ASTM CAO 2-U7 1.314' 17
SEE SUBSTRATE PROPERTIES, rate min.3.5 ksl 1-1/4' 1314" 17 a111 ,se0 se.,as
INSTALLATION TABLE 11;THIS SHEET 5/16'Steel Uhmcon Grouted CMU ASTM C-90 2_112. 1314' 12•
1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N '
__ SEE NOTE 2,THIS SHEET '
EMBEDMENT . INSTALLATION NOTES: '.
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 142'.1X WOOD BUCKS ARE �-• �� -
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-11T THICK OR GREATER. 6
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION. -
3.FOR ATTACHMENT TO METAL_THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E.
P.E.#58705
i
PRODUCT REVISED
as cornplying wlthdte Florida
Building Cade
Accerteaca No 1 O Q
Ezphation Date 1
DV
imi Dade Prod mt'
e I
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS '
FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES
10
r,.) Y m
ANGLED/CURVED ANGLED/CURVED O 0 �p
FRAME ASSEMBLY FRAME ASSEMBLY )-n A slap Q m
90°CORNER 90°CORNER Q M W N
FRAME ASSEMBLY I FRAME ASSEMBLY
I I I Z LL iD LL m J "�o p ❑
I =uj W6 6 M
I 10 I UU_ XD o
�0 m FW Z m 0 1 o W o Co C-0 ma
ALL CORNERS TO ALL CORNERS TO I n O YO Z Z .-
USE GASKET I / USE GASKET I o Z LL Z rn O w
LL
AND/OR SEALANT � I // AND/OR SEALANT I `� {- OU O
I / I � ❑ o
fFL�ANGE
EQUAL-LEG FRAME y7 v5
asED
FLANGE FRAME ? O
OUAL-LEG FRAME MITERED FRAME WITH INTERIDR I MITERED FRAME WffH INTERIOR (n Z
F� AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS Q ❑-- - - FRAME- (SHOWN)OR CORNER KEYS AT- .-___ _ d - _ __ _______ _(SHOWN)OR CORNER KEYS ATZ SCREW BOSSES.SEALANT AT ALL CORNERS 1IMIl SCREW BOSSES.SEALANT AT ALL-CORNERS 0 tX r_C-04 --
O O 6-
LL m
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ii:
:j
A.LYNN MILLER,P.E.
P.E.R 58705
TABLE 8: 2.784" 4' 2.784'
Item .094" --��' 1►-- .094" �—
# PGT PeR# Description Material, .074" �_ .062" 1:�
.062" .074^ .062"
1 4253C Flanged Frame Alum.663--T5 1 1.375^ t.3751.875" PRODUCTREVISED2 4285 EquaNeg Frame Alum.6083-TS ' .431r . -438' .50D' 43g" asc gg3ft With dm Flmids
3 4256 Integral Fin Frame Alum.6063-T5 1.000" Building Code
.500• .oso.N.��• ��II-- .oso",�.� � �� -050.—�• ANe
4 4265 7/16'Lami.Glass Beading Alum.6083T5 1.125' Eaglratkm'Date [i
O FLANGE FRAME O EQUAL-LEG FRAME' .077'
6 4254 LG.Glass Beading Alum.6063T5 I 2
#4253C,6063-T5 #4285,6063 T5 � y.1 -� de prey
6a 4270 Installation Fastener Cover Alum.6083T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC 3 #4256,6063-T5
a
10 70589C Gasket(at 90'comer joints) Polyethylene '
11 TP24718 Vinyl Bulb Wealhorstrip Flex PVC,Duro.65+/-1 .346' a
wrrH SPACERS
ERSADDED MOVED
HIS SHEETS.
13 Dow 899,GE 770D Silicone or Equly. 1.03T Imo— yy17H SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3/16'x 7116"x 4' Neoprene,Duro.85+/-1 .875' IIIIIIIIIIII 875' IIIIIIIIIIII I ;
21 71704AK Selling Block;I.G.3/16"x 13/32"x 4' Neoprene,Duro-85+/-1 �— a
�— .050" } {I'�— -050'
29 #6 x 1-1/4"FH SMS Stainless Steel I I .050' W m � m
30 781PQX #8 x 1"Quad PH SMS Stainless Steel 3/16'&1/4" I.G.GLASS INSTALLATION K a "°d
OGLASS BEADING BEADING FASTENER COVER 0 p
#4258,6063-T5 O #4254,6063•T5 68 #4270,6063-T5 N "t °I°o 0 m
m o
JO -J oo Z e
Z LL N LL co _I uxap p
W
U U X S2 6 93
ALUMINUM W Z 02 m 5 co 7ON
SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA Q> m Y Z Z oma
STRUCTURAL BUTVLENE 5/16"NOM. Z 0_Z O a
SILICONE 5/16"NOM. SEAL F O LL
STRUCTURAL 3/16"NOM. Q O O
114"NOM. FOAM BUTYL& SILICONE SEAL -.l
POLYISOBUMEN 0 '-
wRH DESICCANT WfTFI DESICCANT ROLL-FORMED Q z .-
DESICCANT FOAM STAINLESS STEEL F
EXT.GLASS EXT.GLASS EXT.GLASS ® a Z ""IS
EXT.
ExT.GLASS. -O y
O 0) Z
Za1°u8
_INT.GLASS- --------------._------.. _ -INT:GLASS--_-------- ------ - - -- --INT:GLASS�- - -----._...__._--------�- - _..
INT.GLASS W N N
75 KODISPACE 78 SUPER 77 DURASEAL@ 78 XL EDGE'M `W' �"_` o as
4SG TPS SPACER@ NXTTm SPACER 0 SPACER °u- .,00
TABLE 10: �,.
Part# Description Material
75 Kommeding 4SG TIPS Spacer System 161E _
76 Quanex Super Spacer nXr with Hot Melt Butyl See this -
77 Quanex Duraseal Spacer Sheet for
Materials
78 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: -8717,8968&8970 A LYNN MILLER,P.E.
11 P.E.#5B705