HomeMy WebLinkAboutNotice of Acceptance (7) y
HCEME-D kil .s 17
MI AMP MIAMI-DADE COUNTY
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.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product'
Control-Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ .
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is"determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building gcode.
This product is approved as described herein, and has been designed to comply ith the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-LALL
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 05/05/16,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller, F.E., beating 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 Iffipact 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 beenj 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 land removal of NOA.
ADVERTISEMENT: The NOA number preceded by the vyord$ 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 it
distributors and shall be available for inspection at the j ob site at the.request of the Building Official.
This NOA revises NOA#15-0528.26 and consists of this page land 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.
MIAMMADE COUNTY NOA No. 16-0629.14
Expiration Date: February 19,2419
f A rovIaI Date: August 04 2016
Y7/ �tfo PP. � g �.
t 9 Page 1
SHOP DRAMING REVIEW
10�%*TAKEN
MAKE 'NOTED
S,L,U ivi i I SPECIFIED 1 TEV.
CP�11�K!NG TH E S;
ir, C;,ti,,IATION CO-N. -
TRACTOR IS RES.-C),NSIB!-E FOR D:MEi�'SHJNS ],D BE C-0 f&F
I"IRIMIED AND GORRELNFED AT THE JOB SITE; FOR il\IFORMATIO*I0
THAT PERTAINS SOLELY TO THE FABRICASION PROCESSES OR TG
TECHNIQUES OF CONSTRUCTION; AND FOR
THE WORK OF ALL TRADES.
F I.NNVOLD A RCWTECTIJ�,�- I%MV.,
BY
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED
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 B dated 05/05/16, 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 p;er 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®NXT 41 spacer system and XL
Ed&TM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 I and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 1
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,1 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 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)
I
Man el Pe ez,P.E.
duct Co trot E
Aaminer
OA 6-0629.14
Expira `g ary 19,2019
Approv a L04,2016
E-1
9
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition(2014),dated 05/20/15,prepared by manufacturer, sig>ied and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. I5-0528.26)
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.
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. J
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.
21 wylta,
- i
g,
I
Manuel Per z, E.
P roduct Control am' er
NOA No. 1 9.14
Expiration Date: February 19,2019
Approval 1 Date: August 04,2016
E-2
a
1
g
I
PGT Industries,Inc. '
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" Ed tion (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) 1
2. Statement letter of no financial interest, dated May, 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E. i
(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. 9
(Submitted under previous NOA No. 13-0502.03)
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 j
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.
i
{
9
1
Manuel a .E.
Pl oduct Contr Exa finer
NOA No. 629.14
Expiration4Date: February 19,2019
Approval Date: August 04,2016
E-3
i
y
STANDARDS USED:
GENERAL NOTES:SERIES 7201820 o2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09
•ANSUAF&PA NOS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR E SMALL
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO •ALUMINUM DESIGN MANUAL,ADM-2010
SEE SHEETS 2-5 MISSILE IMPACCTT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISIS100-07/S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIPC TIP WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-G/ as
' NtISD H 45-1/4"VISIBLE 45.1/4'VISIBLE
PRODUCT REVISED
.WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS _ LIGHT WIDTH LIGHT WIDTH complying with Ero Florid?
INSTALLATIONS ABOVE 3V IN THE HVHZ,THE OUTBOARD 6"MAX. II{� —� 6-MAXF,SHEET 8 2"MAX. Boildiugc.&
LITE(CAP)MUST TEMPERED. B,SHEET 6 I D,SHEET 7 H.SHEET 9 AOO
F_xpifalgepxx_
3)FOR MASONRY APPLICATIONS IN MIAMI-0AOE COUNTY, I I I By
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami PakfeC"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8 E,SHEET 8
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95" C
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS i SHEET 6 BUCK SHEET 7 i SHEET 7 96, G,SHEET 9 G, HEET 9 e
HEIGHT BUCK
4)ALL WOOD BUCKS LESS THAN I-1/2'THICK ARE TO BE -_-_-_ BUCK x
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE (' HEIGHT T m WITH
(PACE S M SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. � j 92-IW I / 1 I / 93-IL WITH SPACERS MOVED PARTS.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX• VISIBLE 12"MAX. 93.114" L VISIBLE
LIGHT
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. I / VISIBLE 6"MAX. I / HEIGHT m
DESIGNED TO PROPERLY TRANSFER LOADSTOTHE HEIGHT LIGHT O.C.
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / g6^ I / HEIGHT I / 96" 0 Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP" BUCK
HEIGHT > •''aB
ARCHITECT OF RECORD,(AOR). TIP I I O
HEIGHT {
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I >-n cN ao0 0 0
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I 0 cm SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I 1 m A W � N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION O_I N J o z A9 r
ANCHORS SHOULD BE SEALED.OVERALL Z U- u 1L co � UA1OJ0 ❑
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" F,SHEET 8 W
6° B—�{ F~ 12"MAX.O.C. D—� �— 12"MAX.O.C. H,SHEET 9 =W m
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS MAX. SHEET 7 2" 5"MAX.O.C. W U Q g 'ON
THE SCOPE OF THESE INSTRUCTIONS.
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION w 0 .Z zz Dmo
LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z a z °' 9 (-
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING - V F_ ; LL
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J w
THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q
GUIDE TO SHEETS: w
MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEE752S. N r~jJ ',5 laays
7)DESIGN PRESSURES: GENERAL NOTES........................1 /�VJ ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® �' Z to 0)
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................I / \ MEMBERS,SEE FIGURE 1,THIS SHEET. H-.
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O z
E1300. DESIGN PRESSURES..................2-5 12"O.C. / ❑ z along
B!-POSRIGEDESIGN-COADSBASED'ON WATER TEST --INSTALLATION,FLANGE.............$ - MAX. I-' —WIDTH---�I Imo-WIDTH-+{ I-►—WIDTH—�{ I-�WIDTH �•{ Q
T r — ————I— --— —�0--T
I- —PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAMEINSTALLATION,EQUAL-LED.......7 ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........B / t� F ❑ zINSTALLATION,INT.FIN B...........8W z8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 " x x x x l I (9d tLDESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAX i i i i L
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 •�sa lava
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS /
�WIDTH� I�WIDTH WIDTH WIDTH---I y r/
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: —— — — r— —1 r 1 ;�� SON' L}1VN
- -- - THE•EVALUATION.OF ANCHORS.INTO.WDOD.ANCHORS.THAT-- __-- _-- _ --- ---- ----_-- -- -_ -_ .. _ _--_T -' -- _ __ .. _ _� _ _ -I-_T. _. --- T_ ..-- _�...,���.••"'•'t_,�9/.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPO Sheet T..•' �10ErJ ---
SHALL MEET THE REQUIREMENTS OF THE FLORIDA p Descllptbn # _ S�c�'•.`�
BUILDING CODE FOR CORROSION RESISTANCE. O �� �j� O O `` •� '
1 7/16'Leml 3/16'An-.OBO'PVB-3116'HS) 2 w w W 'No.5370
2 7/16-Laml 3116°HS-.090°PV 8.-3116'HS 2 x1 _ = I x 1 5 •'9)REFERENCES:TEST REPORTS FTL-3835.3850&7212; 3 1-1A6"Lam(.IG 16'T-7l18'Alr-3118'An-.090'PV8-3/16'HS 3 i i - . iL- —J iL J `•U - ///�
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA - • '
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 4 1-1/16'Lami.IG 18'T-7l16:Air -.090"PVB-3118"HS 3 WIDTH-� I--WIDTH-�{ �Cj
5 7/16"Lemi 3N6'An-.090"SG-3/16'An 4 Imo—WIDTH =: F" fr WIDTH�I •. STATE OF '•
MANUAL. 6 7118'Lam13116'HS-.090'SG-3 Ile.
HS 4 T�--- ---� Tr--- T�- -�' T�--- ' tom..•^< ;•k� �
L> ,OA,ICP,.•.. r�
7 1-1I78'LemI.IG I18"T-7116"Air•3116'An-.OBD'SG-3/16"An 5
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 ~x t�G�� \
8 1-1116'Laml.K1 f18'T-7I18'Air-3/18'H3-.OBD"SG-3116"HS 5 O 6/ O c7 c7 // 'kL
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES w 9� w w w //!!I I 1 I I;,t
MAY ALSO BE REFERRED AS THE 701 SERIES. ,"SG"='KURARAY SENTRYGLAS INTERLAYER-BY KURARAY AMERICA,INC, x = I x Z!N
x
'PVB'_"KURARAY BUTACITE®PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 i i i A.LYNN MILLER,P.E.
1 P.E.q 58705
TABLE 2:
Window Design Pressure(+E,psf)forGlass Type 1
Long Side(in) 7/16'LAMINATED �J
67-718 1 72 76 BD 84 88 92 96 100 104 109-•V2 GLASS STACK
30 +160 1 +/-80 +1-80 +/60 +1-80 +1.80 +1-W +I-80 +1_80 +1-80 +160
32 +160 +160 +1-80 +1.80 +I60 +1-80 +/60 +I-80 +160 +l-m +1-80 .090"PVB INTERLAYER
34 +/60 +1.80 +1-80 +1-80 +1.80 +1.80 +160 +l-8D +1-80 +/-79.8 +I-79.4
36 +1.80 +160 +1-80 +I-80 +/60 +1-80 +1-79.7 +1-77.2 +175.1 +/-73.4 +/-722 3/16"HEAT STRENGTHENED GLASS
3/16'ANNEALED GLASS PRODUCT REVISED
38 +/-80 +/-80 +/-80 +1-80 +/60 +1-781 +/-75.2 +l-725 +170.3 +158.5 +166.3 ....4 ying-ithft Florida
40 +/60 +/6p +1-80 +1-79.8 +1-77.2 +1-74.3 +/-71.3 +16Z9 +IS5.1 +163.4 +1.61.6 4 - tl di. P,ode
42 +160 +1.80 +f60 +/-77.4 +!-T4.3 +l-71.3 +/58.2 +!•BAT *161.8 +/59.8 +l58.2 71 A°,1 0:C d- 1 nS�jq
44 +1.80 +/-80 +1-78.9 +f-75.4 +1-72.1 +1689 +1.65.6 +f-62.2 ♦159.7 +1S/.5 USEDATCURVED ttatun Date %LJr l
g 46 +I60 +/-80 +l•77.2 +1-73.6 +/•70.1 +I-668 0-63.5 +1.60.3 +/57.7 FRAME MEMBERS ONLY 29 5/8"
v 48 +160 +/-79.3 +1-75.8 +l-71.9 +168.3 +164.9 +161.5 +1582 @ 11-7/8.O.C.MAX. GLASS BITE F`- LONG SIDE DY
r 50 +1.80 +1-T7.5 +1.74.1 +/-70.3 +/68.7 +l-Ml +159.7 1-3 Miam' a Product Con
Q 52 +1-79.1 +1-75.6 +I-724 ♦168.8 +1.65.1 +161.5
to 54 +1-77.4 +1.73.8 +/-70.5 +1-67.3 +/63.5 - SHORT
56 +1-758 +I-72 +l-68.6 +I65.3 EXTERIOR SIDE �
58 +1-74.2 +/-70.3 +/68.8 � 20 13 i
60 +1-727 +/-68.7 +165 J-
62 +141.2 +/.87.1 GLASS TYPE 1
64 +1.837 +/65.5
66 +158.3 �•� LONG SIDE -►�
67-7/8 +167
NOTES: C4 U) m
SHORT 6/ W .^ea
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE j� > a_
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. yy Of
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J- } a• ,e o0 0 N
NGo
TABLE DIMENSIONS MAY BE OJ vi o W
ORIENTED VERTICALLY OR O J N J p Z F
HORIZONTALLY AS SHOWN, z L u�LL m W uiNOO'0
UU XN c O
W Z 02 a Z) °N
TABLE 3: F-W m O ,i, 0 9M0
Window Design Pressure(+ti,psf)forGlass Type 3 o Q O O
.-Z 4 Z In LL
Long Side(n
67-7/8 1 72 76 80 84 88 92 96 100 104 '109.112 1-1/16'NOM. ���� - g -1 O
30 +1-80 +160 +1.80 +1-80 +1.80 +/-80 +1-80 +/-80 +160 +/-80 +/-80 GLASS STACK 7/16"LAMINATED J M N
32 +/-80 +1-80 H-80 +160 +160 +160 +I-80 +/-80 +160 +/.80 H50 I I I GLASS STACK Q
34 +/_80 +1-80 +1-80 +1-80 460 +/-80 +/6D +160 +1-80 +1-80 +160 3116E HEAT _I SHORT `� z W 7aa45
36 +1-80 +1.80 +/-80 +1-80 0-80 +/60 +160 +/6 7
0 +1.80 +1-80 +/.80 3118E TEMPERED GLASS STRENGTHENED GLASS -�1 glpE ® m of m
38 1 +1-60 +1-80 +/-80 +1-80 +160 +/60 +1-80 +/-80 +1.79.4 +1-76.4 +1-74.3 3118E ANNEALED GLASS 3S CO Z
40 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +I-BD +1-76.7 +/-73.5 +/70.9 +/-69 7/16"AIR SPACE .090E Pub O W
-42- */60--_+160-_-t160__ +/-80__*I60_ +LBD_ +1-77 +1-73.1 +169.8 +168.9 +165.2 _ 11• _-_ _ INTERLAYER _ _ -_ u¢... 0 of
Z- aloa8
44 +1-80 -1-80 +/.80 +1-80 +1-80 -1.77.8 +1-74.1 +/-70.3 +167.5 +/63.9 - _ - O CDC
'
46 +/60 +/-80 +/.80 +160 +1-79.2 +/-754 1 +1-71.7 H-60.1 +/65.1 5 LONG �04
IP
48 +/.80 +1-80 +160 +1-80 +/-77.2 +/-783 +169.5 +1658 USED AT CURVED SIDE w
So +/-80 +1-80 +/-80 +1-79.4 +/-75.3 +/-71.3 +167.5 FRAME MEMBERS ONLY 29 5/8" O X co a a
Q 52 +160 +1.80 +/60 +1-T7.7 +1-73.5 +1695 @ 11-7/8'O.C.MAX GLASS BETE LL 0
rn 54 +160 +1-80 +I.79.6 +1-76 +1-71.8 1J a01 -asa0 seues
56 +/60 +1-80 +/-T7.5 +/-73.8
58 +/60 +/-79,4 +1-75.4 EXTERIOR
82 +160 +1.75.8 .2I. _____73__ - SHORT
a- -
84 +/-788 +I-74 SIDE
66 ,1.772 GLASS TYPE 3
67-718 +/.74.9 _ `1
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION.
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.
A LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Piressure'(+1-,paQ for Glass Types 2&4
Long Side(in)
67-FIB 72 76 80 84 88 92 1 96 100 1 104 109-1/2 112 116 120 124 128 132 136 140 141
30 +1-80 +1-80 +/-80 +/-80 +1-80 -1-80 +1-80 +/-80 +1-80 1 +1-80 +/m +1-80 +Ibo +1-80 +/-00 +I-80 +1-80 +1-60 +I-80 +/.8)
32 +/-80 +/.80 +/•60 +/-80 +1-80 +/$0 +/-80 +/-80 +1-80 +/.so —1-80 +1.80 +/-80 +/-80 +1-80 +l-80 +/-60 +/-80 +/-80
34 *!$0 +f�0 +/-80 +1-80 +l-80 +/$0 +/-80 +/-80 +/-80 +1-80 +/.80 +/.80 +1-80 +/m +/AD +1-80 +/-BD PRODUCT REVISED
36 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +IAO +1-80 +/-80 +1-80 +1-80 +1_80 as wmplying With Aro Fladdn
38 +1-80 +1-80 +/•80 +1-80 +1_80 +/-80 +/_80 -1-80 +1_80 +1-80 +/•80 +1.80 +1-80 +1-80 Bolding Code -
40 +1-80 +I.80 +1-80 +1_80 +/-80 +/-80 +1_80 +I.80 +/-80 +1-80 +/-80 +1-80 A°aeplenco'R$o�' �p
42 +/-80 +l$0 +/-80 +/_80 +1_80 +1-80 +1-130 +1.80 +1-80 +/-80 +1-80 Wipfl C1 � 1
44 +1-80 +1-110 +1-80 +/.80 +1-80 +1-80 +/_80 +1-80 +1-80 +/-80 By
46 +1_80 .1-80 +/-80 +/.80 +/.BO +1-80 +/-60 +/-80 +/-80 1Miami i t�l r4nR�
48 +1-80 +/$0 +1$0 +1-80 +/-80 +/$0 +/_80 +/-80
y 50 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/.80
ti
E 52 +1M 1 +l.80 +/-80 +480 +1-80 +1-79.1
m 54 +/-80 +1-80 +/-80 +/_80 +/-78.6
56 +/-80 +1A0 +1-80 +/-79-1
58 +1-80 +I.80 +1-80
60 +1_80 +1-80 +1-79.3
62 +1-80 +1.80
o:
84 +/-80 +/.80
66 +1_80 M Y m
67-716 +/-80 LU a y naa
NOTES: 5 3:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. m
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑LD m o
3)FOR ARCHITECTURAL WINDOWS•FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N m
7 N
O U) O
co � W � 04
p_j CD 9 r
Z LLfU LL m J rao�0 ❑
LU u 5
C.)U X D o ❑
W Z O`G 10 7
TABLE DIMENSIONS MAYBE i-W m Y
1-1/16"NOM. n� 0 0 v Z N
GLASS STACK ORIENTED VERTICALLY OR o LL
7/16-LAMINATED 7l16"LAMINATED' HORIZONTALLY AS SHOWN. Z a Z O W LL
0
GLASS STACK GLASS STACK
3116"HEAT STRENGTHENED GLASS LONG g J O
4OR
PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J Q M
6"HEAT 3/16'HEAT STRENGTHENED GLASS �_ �j F F
LONG SIDE
3/16"HEAT STRRENGTHENED GLASS 7l16'AIR SPACE .090"PVB INTERLAYER ® rn co W Iaa45
11 SHORT CO Z
5 SIDE ¢ Z W °
USED AT CURV _ SHORT l°°s
USEO_AT_CURVED__ _ _ _ _ —_ __ ___ — _ _ _a-____
FRAME MEMBERS ON519" FRAME MEMBERS ONLY 29 5/8 SIDE O Z cw N11-7/6"O.C.MASS BITE @ 11-7/8"O.C.MAX. GLASS BITE ❑ 0 n c0
1-3 LLI
x to ��EXTERIOR � LONG SIDE0 a o_F�CT opal -°so0 saua 75_78 21 13
LONG
GLASS TYPE 2 GLASS TYPE 4 SHORT
1 SIDE
SHORT
S
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+/-,psf)forGlass Type 5
Long Side(in) 7116°LAMINATED
67-718 72 76 80 B4 Be 92 96 1 100 104 109-1/2 GLASS STACK
30 +901-125.4 +901-120 +90/415.5 +901-111.5 +901-108.5 +901-108 -901_104.5 +g0/-103.5 -M-1025 +901-100.7 +901-97.9 .090'SG INTERLAYER
32 -901.116.9 +90'-110.8 +901-105.3 +90Y-101.6 +gpf_98.7 +901-95.7 +90l-923 +901-90.6 +901-90.3 +1-89.9 +/-89
34 +901-108.9 +901-103 +901-98.8 +9&.95.1 +90/-91.8 +1-88.2 +1-84.4 +I-81.5 +150.1 +1-79.8 +/.79.4 3/16-ANNEALED GLASS
36 +901-1026 +901-97.1 +90/-g28 +/-68.9 +I-85.5 +/A26 +I_79.7 +/-T7.2 +1-75.1 +1-73.4 +/-722 3116'ANNEALED GLASS PRODUCT REVISED
38 +901-98.4 +901-92,2 +1-86.7 +/53.2 +1.80.7 +1-78,1 +/-75.2 +1.725 +1.70.3 +158.5 +/-66.3 as o ptyjng with lh-Florid-
40 +901-94.6 +1-88.2 +I.826 +1-79.8 +1-77.2 +/-74.3 +/_71.3 +1-67.9 +1.65.1 +1.83.4 +151.6 4 11 BuildmB Code
42 +901.91.3 +1-84.7 +1-80.7 +1-77.4 +1-74.3 +/-71.3 +1-68.2 +154.7 +151.6 +1.59.8 +I:N. USED AT CURVED Amprmw No
44 +1-883 +1.82.4 +/-78.9 +1.75.4 +I-721 +1.68.9 +/-65.6 +/-622 +159.7 +157.5 FRAME MEMBERS ONLY 29 5/8,
46 +1-85.4 +1-60.8 +1-77.2 +1.73.6 +/-70.1 +1-608 +/-63.5 .1.60.3 +157.7 @ 11-7/8-O.C.MAX. GLASS BITE LONG SIDE II7•
48 +1527 +1-79.3 +1-75.6 +1-71.9 +I.68.3 +I.64.9 +/-61.5 +1-58.2 �-
tn 50 +/_80.9 +1-T7.5 +1-74.1 +/-70.3 +1-66.7 +1-63.1 +159.7 1-3 tviiami Pro kct
r
P 52 +l-T91 +I-75.8 +1-724 +I-66.8 +/b5.1 +1-61.5
N 54 +1-7T4 +/•73.8 +1-70.5 +I.67.3 +/53.5 EXTERIOR SHORT ,
56 +/-75.8 +1-72 +I58.6 +I-65.3 (� 20 13 SIDE
�Y a`
58 +1-74.2 +/40.3 +I.86.8 � m
60 +1a27 +158.7 +lSs GLASS TYPE 5 '
62 +1.71.2 +/-67.1 z
U
68 +23 I I � LONG SIDE -y �
67-718 +1-67 1 T_
NOTES: ` m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT � > �LU D� •naa
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE i
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ 7 0 o
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N a1-0 O
co
TABLE DIMENSIONS MAYBE 1 OJ m m W � N
ORIENTED VERTICALLY OR O J N J o z
HORIZONTALLY AS SHOWN. Z LL to LL W W
TABLE 6: 8
U V X-S2
o �
CD W
Window Design Pressure(4,psf)forGlass Type 7 > p Y z sad
O O rh
Long Side(in) Z a:z O LL
LLJ
87-718 1 72E76 BO 84 8B 92 96 100 104 109-1/2 1-1/16"NOM. S O
30 -901.130 +901-1300 +90/-126 +901-1226 +901-119.8 +90/_11&1 +90/-117 -901-116.8 +901-112.7 -M-109.9 GLASSSTACK 7/16'LAMINATED32 +gpl-130 +901-1251 .9 +9ry-114.8 +901-111.5 +90l-108.1 +90/-104.3 +g0/-1024 +901-102 +90/-1014 +9d-99.7 GLASS STACK F-
34 +901-123.1 +901-116.4 .7 +9d-107.5 +901-103.8 +901�.7 +901-95.3 +g01-92.1 +901-90.5 +/-90 +/-89.6 - SHORT I -- U) uj38 +901-116 +90!-10984.8 +gry_100.5 +9pf-986 +90/-93.3 +/-9D +/_8T3 +/89.9 +/523 +151.2 -- 3/16'TEMPERED GLASS 3f16'ANNEALED GLASS SIDE I- ® 6i z38 +901-111.2 +90/•104.29 +90f-94 +90/-91.1 +1-8a2 +/$4.9 +/-81.9 +I-79.4 +/-76.4 +1-74.3 3/16'ANNEALED GLASS40 +801-108.9 +9pL99,84 +90l-90.1 +/57.2 +154 +1.80.5 +/76.7 +1-73.5 +/-70.9 +/59' 7/16'AIR SPACE 090'SG INTERLAYER W42 +901.103.2 ♦9U-95.7 .2 +IA7.4 +1414 +I-80.6 +1-T7 +!73.1 +1-69.6 +/56.9 +1-65.2-44-.+90/-99:7 +901-93:1- 1- +f•05 2--+/A7.4 -+I-77.8--+1-74.1-.-.+/=70.-3--+ISh5--+1.63.9- _-____--.,11, -._-._. _ --__--_ --__ --__a-.Z_ -
46 +901-96.5 +gU-91.3 +/•87.2 +1�1.2 +/-79.2 175.4 +1-717 +/-88.1 +1.65.1
v 48 +901-93.5 +/-09.6 +/-85.4 +f51.2 +1-772 +1-73.3 +1.69,5 +/-85.8 S LONG It 0 0
N USED AT CURVED X W d d
Y 50 +gp/.91.4 +1-87.6 +/.83.T +f-79.4 +!•75.3 +/-77.3 +!$7.5 5/8' SIDE W
Q 52 +1-89.4 -1455.5 +/-81.8 +1-TT-7 +/-73.5 +1.69.5 FRAME MEMBERS ONLY 29
N GLASS BITE
+1-81 5 +1-83.4 +1-79.6 +/-76 +1-71.8 @ 11-7/8'O.C.MAX. LL ❑
56 +1-85.6 .+/.61.4 +/-77.5 +l•73.8 - 1-3aN1.'asap saua5
58 +1-838 +1-79.4 +1-75.4 ..
EXTERIOR
60 +I.821 +1-77.6 +/-73.5 �--' s_7e --21- - --13 _.-- _ _---__ _I_.SHORT--
- - ---62- +/.804'-- -75:8" --•-'- - -- - -- - - - - '------_-•_ -
64 +1-7Q N 8 -74 - - -- - - -- -- - - _ -- SIDE -- --- - .
66 +/-T7.2 I GLASS TYPE 7
87.7/8 1 +144.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r' _
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Wr
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
TABLET
Window Design Pressure(+l-,psf)for Gass Types 6&8
Long StW(in)
67-7/B 72 76 80 84 88 92 96 100 104 IM112 1 112 116 120 124 128 132 136 140 144
30 +901-130 +901-130 +901-130 +90/-13D +901-130 +901-130 +90/-130 +901-130 +901-13D +901-130 +90/-130 +901.13D +901-130 +9W-13D +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130
32 +901-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9W-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130
34 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9W_130 +901-130 +9W-13D +9W-130 +901-130 +901-130 ♦9W_130 +90/-130 +901-130 +901-130 +9W-130 PRODUCT REVISED
36 +9D1-130 +901-130 +901-130 +901430 +901-130 +9W-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 .complying with the Florida
38 +90/-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901r130 +901-130 +901-130 +901-129.2 +901-121.3 Building Code lrv'orpSCL14-
40 +901.13D +901-130 +90/430 +901-130 +901.130 +9W-130 +901-130 +901-130 +90/-130 +90'-126.8 -901.123.2 +901.122 Aacp6mcc No 1q
42 +901.130 +901-130 +90/-130 +901430 +9W-130 +901-130 +9W_130 +9W-129.3 +90'-123.2 +90'-119.7 +901-116.4 "moon Dale '-
44 +901-130 +901.130 +901-130 +9W-130 +901-130 +901-130 -90/_130 +W-124.5 +9W-119.4 +901-115 BY
'E 46 +901-130 +901-130 +9W-130 +9W-130 +901-130 +9W_130 +90'-126.9 +9W_120.5 +gW-115.3 ;Miami Dace Produot
48 +901-130 +901.130 +9W-130 +901-130 +901-130 +901.129.7 +9W_123 +9W-116.5
c 50 +9W_130 +901-130 +90/-130 +901-130 +9W-130 +90'-126.2+89.41-119. a
m 52 +901-130 +901-130 +901-130 +901-130 +901-130 +88.W-123
54 +9W-130 +9W-130 +901-130 +901-130 +88.81-127.1 a
56 +90/-130 +901-130 +901-130 +69.41-129 m
58 +9W-13D +901.130 +9W-130 z
60 +901-130 +901.130 +89.61-129. u
62 +90/-130 +901-130 a
' 84 +90/-130 +901-130
66 +901.13D
67-718 +9W-130 W U) m
NOTES: > ? ^a8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }n a aloo on N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. r c0
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. cq N W
OJm o Z N
B
Z LL 45 LL m J -,,a
W S�
UU XS2 o o
W Z 02 a0 O "—ON
TABLE DIMENSIONS MAYBE ~o W m Y 0 0Ma
ORIENTED VERTICALLY OR or> O O O v r-
1-1/16"NOM. HORIZONTALLY AS SHOWN. �-Z n'Z H W LL
7l16'LAMINATED
GLASS STACK 7/16"LAMINATED LONG Q � O
GLASS STACK GLASS STACK SIDE Q Q to
3116"HEAT STRENGTHENED GLASS �-� LONG SIDE �/
.090"SG INTERLAYER 3/16'TEMPE4SPACE
Y ® z W 7a34S
3/16'NEAT 3116'HEAT STRENGTHENED GLASS
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/1 .090'SG INTERLAYER SHORT O Z
4 11 SIDE _ _ _ __ _ _ SHORT o Z a awes.
USED AT CURVED USED AT CURVED SIDE § Z N NFRAME MEMBERS ONLY 29 5J8" 5/8° tt O 1`wFRAME MEMBERS ONLY11-7/8°O.C.MAX. GLASS BITE GLASS BITE v W O 6-ELQ 11-7/8'O.C.MAX. X W O_4.1-3 �— LONGSIDE —►j LLaql � as sou.
EXTERIOR EXTER20 13 13 SHORT
SIDE LONG
a -
_ .SIDE.. _ _ _
GLASS TYPE 6 GLASS TYPE 8
SS DET
A LYNN MILLER,P.E.
P.E. 58706
2X WOOD BUCKSTRIP
EDGE _ ORFRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
DISTANCE NOTE2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, o
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET "
EMBEDMENT SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED
EDGE DISTANCE PER SUBSTRATE, DISTANCE P ODUCcomplyi REVIg with E Florida
EDGE SEE TABLE 8,THIS SHEET Bedding Codc
DISTANCE 8 AcnRteuoa N°'t�-o6�•14'
�1/4"MAX • 'mf m Date {�
1 SHIM
BY
Miom Dade prodrrt
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE ...
11 DISTANCE'PER SUBSTRATE, >
SEE TABLE 8,THIS SHEET
USED AT CURVED - 11 m
29 FRAME MEMBERS ONLY ,. .d EXTERIOR
11-718.O.C.MAX. 1 4 1l
CONCRETE/CMU III— "y1 >
PER ANCHOR 'VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETEIGMU Cl) Y m
WINDOW L TIP-TO-TIP WINDOW WIDTH PER ANCHOR j a Sn -nab
EXTERIOR
BUCK REQUIREMENT
HEIGHT 1!4•MAX,SHIM HORIZONTAL SECTION A-A } OD
LO v a oa o N
TIP-TO-TIP JO m m W N
WINDOW #12STEEL o o Z ,18 r
HEIGHT VISIBLE SELF-DRILLING SMS Z<L IJi.. J uMoiO p
LIGHT (G5),SEE TABLE 8, TABLES: =LLl — W
HEIGHT= - THIS SHEET Min..Edge Max O.C. U U X d
WINDOW i Anchor Substrate Distance Min.Embedment Spacing'
pxl� W z O_ ,°N
BUCK P.T.Southern ine(SG=0.55) 8118 1.3/6• 12 {il m Y
HEIGHT- Aluminum,606313 min. 3/8' 0.063•• 12" r> .0 O O
INSTALLATION #12 or 014 410 SS Screw o
2.314" A36 Steel 3/8" 0.063"• 12" r Z d Z LL
METHOD D steel stud,Gr.33 min 318' 0.045' 18 Ge• 12• g O
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9118' 1.TB• 12' 0
UNDERNEATH THE Aluminum,6063-T5 min. 318' 0.063"• 12' '--t Z
#12 or 014 Steel Screw(GS) ¢ O
BEADING EXTERIOR #12 Steel 3/8' 0.063'• 12• F- 1aa45
Steel Stud,Gr.33 min. 316' 0.045' 18 Ge 12' ® w
Ungroued CMU,(ASTM C.90) 2-1/2" 1-114• 12' Z to
MIAMI-DADE APPROVED MULLION 1/4.410 SS CreteFlex F
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min 3.35 keq 1' 1.T/4' 12' 00 FQ Z
Concrete(min.2.85 keq 1" 13/4' 12'
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, 1/4'Steel lPlrecon —Concrete-(min.2.85 ksl)——2-112— 1J/8' —12"— -Z_- —
TABLE 8,THIS SHEET Ungroued CMU,(ASTM C90) 2-1/2' 1-1/4' 12' O W N
5I18"steel unrocon N
Grouted CMU,ASTM C-90 2-112' 1-3/4' 12' U r m
5 �1/q'MAX SHIM . . "
Concrote(min.35 keq 1-1l4' 1.T/4' 12' 0 W Z a a Grouted CMU ASTM CAO 2-112' 1-3/4• 12' X
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. IL ILL
1X WOOD BUCKSTRIP, ant •°sap sane
SEE NOTE 2,THIS SHEET
PER
-
CONCRETE
EMBEDMENT ANCHOR INSTALLATION NOTES: '
REQUIREMENT .
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 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 1-1/2'THICK OR GREATER. b
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.#58705
(1
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE y NOTE 2,THIS SHEET EMBEDMENT
1X WOODBUCKSTRIP, °
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 1/4•MAX
TYPE EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, PROWerrmsm
B SEE TABLE 9,THIS SHEET DISTANCE as csmplyiug with the Fhxida
EDGE Buldh>6 Oou
DISTANCE Acceptance r'T0_-'D� 14.,
2 8xpfmtinn Date
L1 J r 1
�1/4"MAX
Z SHIM By
Mi Dadc Product
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE. '
11 SEE TABLE 9,THIS SHEET 11 e
EXTERIOR
USED AT CURVED m'
EXTERIOR 29 FRAME MEMBERS ONLY 4 V 11
@ 11-7/8'O.C.MAX. VISIBLE LIGHT WIDTH= 5 u
CONCRETE/CMU Imo— WINDOW BUCK WIDTH-23/4" '
PERANCHOR WINDOW BUCK WIDTH
REQUIREMENT
CONCRETE/CMU W m Y m
WINDOW PERANCHOR 'a U '^aa
BUCK HORIZONTAL SECTION C-C REQUIREMENT _
HEIGHT 1/4"MAX.SHIM -►{ - O
4 0 o
Lo
#12 STEEL 6 N ~ ale0 ro
N
SELF-DRILUNGSMS _j J pt O Z A9 f`
VISIBLE (G5),SEE TABLE 9, Z LL LL W � um0.0 p
LIGHT THIS SHEET TABLE 9: _ W
HEIGHT= \\\ Anchor Suhstrete Mla Edge Min.Embedment Max O.C. U U X W 6
WINDOW Distance Spacing W Z O 2 1 7 'eN
BUCK P.T.Southern Pine(SG=0.55) 9/16, 1-318, ITW m O C7 0M0
HEIGHT- #12 or#14 410 SS Screw Aluminum'6063•T5 min' 3/8' 0.083•' 17 0> Z r
z-3/4 INSTALLATION A38 steel 318' 0.063 ' 1z O
TYPE H Steel Stud,Gr.33 min. 318' 0A45' 18 Ga• 12" z a z F Z LL
P.T.Southern Pine(SG=0.55) 9/16' 1-3/8' 12' g O O
EXTERIOR Aluminum,6063:15 min. 3!8' 0.063•• 12• F- r
#12 or#14 Steel Screw(GS) Q g
A36 Steel 31B' 0.063•' 17 H
Steel Stud,Gr.33 min. 318' 0.045'(18 Ga)• 12' `� � _t 1aeyS
Urgreuted CMU,(ASTM C90) 2-V2" 1-11/4' 12, ® z la-
MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteFlex (q F-
Concrete(min.3.35 kel) 1• 1-3W 12, = Z Z
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 kef) 1' 1 3/4" 17 ~ O
STEEL FRAMING OR STEEL STUD. � O (� a/oag
6 Cancteta_(min,2.8$_ke). 2-1lY 1J/8' 17
SEE SUBSTRATE-PROPERTIES __- 1/4'-Steel LAtrecon - —-- __LL._Z__W_
TABLE 9,THIS SHEET Ungreuted CMU,(ASTM C80) 2-1/2• 1414" 12, O -}� J n
S Grouted CMU ASTM C-90 2-1/2' 1.314" 12" K O
�1/4°MAX SHIM Concrete(min.3.5 ksl) 1-1/4' 1.3/4" 12' w W
5116'Steel Ultrecon Greeted CMU, ASTM . 2-1/7 1314' 12" U X C7 a a
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. e W
1X WOOD BUCKSTRIP, AII 'a 0 saua5
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. .. -.
INSTALLATION • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12-.1X WOOD BUCKS ARE
TYPE F 4►— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2V ARE 142"THICK OR GREATER. 't�I
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 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.#68705
q
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE -► EMBEDMENT - OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET. TYPE J TYPE K
SEE TABLE 10.THIS SHEET
EDGE EDGE
DISTANCE DISTANCE SHIM
MAX EDGE DISTANCE -+{
INSTALLATION ����1111 f- SHIM
TYPE I O PRODUCTREVISED 2X WOOD BUCKSTRIP ZX WOOD BUCKSTRIP a a9 camPIYNB with ds Florida
OR FRAMING,SEE OR FRAMING,SEE B.ldtng Code
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Aceepisac0 No 1G- q-1-
pimtioo Date /�+ 1
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND By '
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4 6
SEE TABLE 10,THIS SHEET M1°�� P+odoet
EMBEDMENT
11 3 EMBEDMENT '
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY L I
@ 11-7/8'O.C.MAX.
a
11 EXTERIOR
m Y m
WINDOW 4 11 a to •,tea
BUCK VISIBLE LIGHT WIDTH= 5
HEIGHT III WINDOW BUCK WIDTH-2-3/4" 0 O �-
1f4'MAX SHIM +{ �+-- p 0 C
WINDOW BUCK WIDTH O V C1 e w o
VISIBLE INSTALLATION HORIZONTAL SECTION E-E o LL N o Z a
Z LIGHT in LL (D J O D
HEIGHT= TYPE L Q.) X S2 o n
WINDOW _Z m 0 Okla
BUCK #10 STEEL p W Y
HEIGHT- SELF-DRILLING SMS r`> O p ZO
2-3/4" (G5),SEE TABLE 10, p Z O.Z
THIS SHEET LL
TABLE 10: g O
Anchor $0pyq Mtn Edge Max.O.C. Q °o
Distance Spacing
2-12"x.113"Box Nag P.T.Southem Pine SG=0.55 6/15" S 8 z I'e45
2-12'x.131'Common Nall P.T.Southern Pine SG=0.55 3/8' S ® 5' Z 0
2-12'x.146'RooEn oul Nail P.T.Shem Pine SG-0.66 S 318" Q z
21 P.T.Southern Pine SG=0.55 12' S O ., Z
6 2X WOOD BUCKSTRIP IOR < 0 J clu�5
--- -- - -- - -- -- OR FRAMING-SEE - lf�__�_n- - - #10'x-1"SteelScreW'--0.093_.Aluminum.6063-75_min_ 5/1S S - - ---- - ----LL--Z Q --
NO7E 2,THIS SHEET 1/1S A36 Steel 6115 S O �? N N
5 r1/4'MAX SHIM 0.045 18 Ga Steel Stud Gr.33 5/16" S w 0 Z
-11 MIAMI-DADE APPROVED MULLION v LLI3
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
(SEE SEPERATE NOA),ALUMINUM, X Z O-a
STEEL FRAMING OR STEEL STUD. L- LL
SEE SUBSTRATE PROPERTIES, an:1 �sao=alas
INSTALLATION TABLE 10,THIS SHEET
-- -
TYPE J_ O
---- -•' -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 1-1/0.1X 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
fl
2X WOOD BUCKSTRIP _
EDGE OR FRAMING,SEE INSTALLATION TYPE M
-,a{ �- DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE(VI FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION 1/4'MAX ANCHORS MAY BE NO
METHOD ONLY, •MORE THAN 1 6'0•C,ANCHORS MAYBE NO EMBEDMENT SHIM
MORE THAN 6"O.C. a 1X WOOD E2,THIS SHEET PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns complying with ds Florida
OR FRAMING,SEE 3"H}
NOTE 2,THIS SHEET Aw ptanco NO 16• a
1
1!4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND C.xpiratmn Dole
3 SHIM EDGE DISTANCE PER SUBSTRATE. Afram" tde ProQ+�,
4 TYP.ANCHOR TYPE, 6
SEE TABLE 11.THIS SHEET
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, '
a
11 SEE TABLE 11.THIS SHEET 3
USED AT CURVED EDGE m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE rc
(d111-7/8"O.C.MAX. DISTANCE.
CONCRETE/CMU 11 '
PER ANCHOR
WINDOW REQUIREMENT4 11 CONCRETEICMU W r `1 to
BUCK I VISIBLE LIGHT WIDTH= 5 PER ANCHOR '�oa
1l4 MAX.SHIM IIX ��— REQUIREMENT
"
HEIGHT WINDOW BUCK WIDTH-2-3/4' p V• O C>
WINDOW BUCK WIDTH �ERIOR N e7o0 0 N�
JVL Cq
0 m m W N
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G O LL N-1 o ?
LIGHT Z Ln LL to J
HEIGHT= FOR THIS INSTALLATION U(Wj X N o ❑
WINDOW 'METHOD ONLY, TABLE 11: w Z m 2 10O 10 C=7 Dmo
BUCK ANCHORS MAYBE NO Min.Edge Male.O.C. O y
HEIGHT- Anchor Substmta Min.Embedmem
•MORE THAN 6'O.C. r Z
2.3/4' Distance 3 cln p Q O O LL
P.T.Southern Pine(SG=0.55 9/18' *13/6• fi' e-Z a �Z
#12 STEEL #12 or 914 410 SS Screw Aluminum 6063-75 min. 318" 0.063"' 1. Y g O
SELF-DRILLING SMS A38 Steel 316' 0.063"• 8' rn
Steel Stud Gr.33 min. 31W 0.045' 18 Ga' 6' Q
(G5),SEE TABLE 10. F
P.T.Southern Pine SG=0.55 9/16' 1-3/8" 6' `$ hays
THIS SHEET 012 or#14 Steel Screw(GS) Aluminum,6063-TS min. 3/a' 0.067" 8' ® m Z O
A36 Steel 3/6' 0.063"'_ It"
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8' 0.045'18 Ga (r O Z
EMBEDMENT AND EDGE U muted CMU ASTM C-90 2-1/T 1-1/4' 12" 7
DISTANCE PER SUBSTRATE,-_ ______ _ _ __1!4'410 SS CreteFlex _ _ _- - --_ -_- < Z .�-I alo's
SEE TABLE 11,THIS SHEET Concrete(min..Z85 ksh)— 1" - 13/4' � 12,
5 MIAMI-DADE APPROVED MULLION Concrete min.2B5 keI 1' 13l4' 1Y F n
r114'MAX SHIM Concn:0e min.Z65 ksi 241T 1318' 1T K ❑ Z
1L (SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Ullreeon w W
U routed CMU, AT M C-90 241T 1-314" 1T " a a STEEL FRAMING OR STEEL STUD. X Z
Grouted CMU AST5 s!) 2-1/4' 1314" 1T
BEE SUBSTRATE PROPERTIES, Concrete min.3.5 ks 1-1/4' 13/4' 12- ells -asad uvas
TABLE 11,THIS SHEET 5/16'Steel Uttrecon Grouted CMU ASTM C.90 2-1/7 13/4' 1T
INSTALLATION 1X WOOD BUCKSTRIP, MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE.
TYPE N SEE NOTE 2,THIS SHEET
INSTALLATION NOTES:
EMBEDMENT
n' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. r'-
2,WOOD BUCKS DEPICTED ON THIS SHEET AS"IX-,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 1-1Z THICK OR GREATER.
•. 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
PRODUCT REVISED
ax complying with die Florida
Building Cade
Acceptenw
spiralitm Dale
By
M' !lade product
c
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
r7 Y m
ANGLED/CURVED ANGLED/CURVED p d' O
FRAME ASSEMBLY FRAME ASSEMBLY } r slop O co
90°CORNER 90°CORNER N NCO
FRAME ASSEMBLY ;AND
.I I FRAME ASSEMBLY O N o Z
I ZLL W)LL w J uMo0 O
W
m UU_ X� o a
iD 10 m . FW-Z Om� O aN
ALL CORNERS TO i ( ALL CORNERS TO i o W O Y Z LU of �Ma
USE GASKET 1 / USE GASKET O z 0.Z rn O K r-
AND/OR SEALANT AND/OR SEALANT ~ VO
EQUAL-LEG FRAMEZ)AND
FLANGE FRAME °i Z Z
� OEQUAL-LEG FRAMED FRAME WITH INTERIOR RAME WITH INTERIOR O m 2
TERIOR FRAME WELDS 1 IOR FRAME WELDS Q p aluaS
-- - — FLANGE-FRAME (SHOWN)OR,CORNER.KEYS AT (SHOWN)_OR CORNER KEYS AT __ __4 _Z__
SCREW BOSSES.SEALANT AT ALL CORNERS a 30 SCREW BOSSES.SEALANT ATALL CORNERS 0Q LU NN
1IHIL O n co
X O as
tL m
aq� ara0 sauaS
�7
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 9: 2.784' 2.784' 2.784"
.094" .094' --.I 4t .094" 1- -
Ifm POT Part# Description Material 074' .,p62 .074" ,062• .0747 .062•
1 4253C Flanged Frame Alum.6D63-T5 1.375" T� 1.375'
2 4285 Equal-leg Frame Alum.8063-T5 ' 1.875" 438• 500" q38' } 5D0' 438° PRODUCT REVISED
3 4256 Integral Fin Frame Alum.6063-T6 1.000• r g,e��C
.500° T ��- .050•20me ��� .050'm.00c � .050":o- Ayteagmee M 1 'L 4
4 4255 7/16'Lanni.Glass Beading Alum.6083-T5 1.125' I t xg tarWn'bale jcl
O FLANGE FRAME O EQUAL-LEG FRAME L 67r
5 4254 I.O.Glass Beading Alum.B083T5 'I 2
#4253C,6063-T5 #4285,6063-T5 ,�
6a 4270 Installaton Fastener Cover Alum.6083-T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC O #4256,6063-T5
a
10 70589C Gasket(at 90°comer joints) Polyethylene - >
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 �� 1206 f�- -y{ � .346• ° JR-05105116-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone or Equiv. -�{ 1.03T Imo- WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.W161 x 7/16"x 4" Neoprene,Duro.85+/-1 .875' .875' I I >
21 71704AK Setting Block,I.G.3/16"x 13/32•x 4' Neoprene,Duro.85+/-1
050^ }-�II�- .050'
29 #6 x 1-1/4'FH SMS Stainless Steel �� ' I .0�� W
30 781PQX #8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > a '^�a
OGLASS BEADING BEADING FASTENER COVER
#4258,6063-T5 O #4254,6063-T5 68 #4270,6063-T5 n a co
c� N
0-1 o Z 9 r,
. Z LL 1N LLL co J -10 p
V V X W c p 2
ALUMINUM 'W Z O 2 co j CO oN
SILICONE HOT-MELT BUM REINFORCEMENT pOLYISO• DESICCANT FILL AREA c W m Y q O W 9x0
STRUCTAA
BUMENE o> Z Z
5/16"NOM. r Z d Z O d'
STRUCTURAL - SILICONE 3/16"NOM. 5/16"NOM. SEAL - v ~ OU LL
POLYISOBUMEN 1!4"NOM. BUTYL& SILICONE SEAL g
WITH DESICCANT ROLL-FORMED Q Z
DESIC DESIC"ANM STAINLESS STEEL F a
EXT.GLASS EXT.GLA EXT.GLASS ® �" Z N laays
Z
DR.GLASS
O 0) Z
m Irons
_ _
- iNT:GLASS FINT.GLASS -- - INT.GLASS -- — "_Z
INT.GLASS OF W N N
a O n co
KODISPACE SUPER DURASEALO XL EDGE` X o as
75 4SG TPS 78 SPACER@NXT 77 SPACER 76 SPACER
TABLE 10:
Part# Description Material `
75 Kommeding 4SG TPS Spacer System
76 Quanex Super Spacer nXT With Hot Melt Butyl See this
77 Quanex Duraseal Spacer Sheet for '
Materials
78 Cardinal)L Edge Spacer
REFERENCE TEST REPORTS: -8717,8968 8 8970 A.LYNN MILLER,P.E.
P.E.#58705