HomeMy WebLinkAboutProduct Approval OCT ? ; 209
TT
MIAMI-
COUNTY
PFS:',
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)315-2540 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldad&gov/economy
CGI Windows and Doors,Inc.
10100 NW 251°Street
Miami,FL 33172 ,
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 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 11238 Designer"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.W01-83,titled"Series-238 Designer Fixed Window",sheets 1
through 8 of 8,dated 12/27/01,with revision F dated 04/10/15,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,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#14-0903.07 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.
NOA No.-15-0512.15
MIAMI& E COUNTY
.•.•, , f3 10Expiration Data: October 20,2018
Approval Date: September 10,2015
Page 1
Y
CGI Windows and Doors.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 96-0603.07)
2. Drawing No. W01-83,titled"Series-238 Designer Fixed Window", sheets 1 through 8
of 8, dated 12/27/01, with revision F-•dated 04/10/15, prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,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 series 7500 PVC fixed
window,to qualify DuPont"Butacite"PVB interlayer,DurasealO and Super Spacer®
insulating glass spacer,prepared by Certified Test Laboratories,Test Report No.
CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E.
2. 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 series 7400 PVC project
out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super
Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report
No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E.
3. 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 series 238 aluminum
fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super
Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report
No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E.
4. 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of aluminum fixed windows,
prepared by Hurricane Test-Laboratory, Inc., Test Report No. RTL-0080-0105-08,
dated 01/08/08,signed and sealed by Vinu J.Abraham,P.E.
(Submitted under NOA No. 09-0303.01)
auax�' zz
wanue 1 E:162,P.E. •
Product Conn in-
NOA No. - 512.15
Expiration Date: October 20,2018
Approval Date: September 10,2015
E-1
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
Q
5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9A-
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 Hurricane Test Laboratory,Inc.,Test Reports No.
HTL-0080-*6303-96 and RTL-0080-0502-97, dated 03/05/96 and 0/02/97, both
signed and sealed by Timothy S.Marshall,P.E.
(Submitted under NOA No 96-0603.07)
6. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94,
2)Cyclic Wind Pressure Loading�per FBC,TAS 203-94
along with marked-up drawings and installation diagram of aluminum casement,
project-out and fixed windows,prepared by American Test Lab of South Florida,Inc.,
Test Report No. ATLSF-1209.01-94, dated 12/09/94 to 12/14/94, signed and sealed
by Gerard B.Sullivan,P.E.
(Submitted under NOA No. 96-0603.07)
7. Test reports on: 1)Large Missile Impact Test,per SFBC,PA 202-94
2)Cyclic Wind Pressure Loading,per SFBC,PA 202-94
along with marked-up drawings and installation diagram of an aluminum project-out
window,prepared by Fenestration Testing Laboratory,Inc.Report,No.
FTL-1018,dated 09/26/94,signed and sealed by Yamil Kuri,P.E.
(Submitted under NOA No. 96-0603.07)
B. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
'Edition(2014*),dated 07/16/14,prepared.by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.
(Submitted under previous NOA No. 14-0903.07)
II
2. Glazing complies with ASTM B1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel
a...6'Pe
Product Control ami
ami'eir
NOA No.15 .15
Expiration Date: October 20,2018
Approval Date: September 10,2015
E-2
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
(Submitted under previous NOA No. I4-0903.07)
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, issued-by
Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed by Vinu J.
Abraham,P.E.
(Submitted under NOA No. 09-0303.0.1)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-
0080-0502-97, issued by hurricane Test Laboratory, Inc., dated 03/05/96 and
05/02/97,both signed and sealed by Timothy S.Marshall,P.E.
(Submitted under NOA No. 96-0603.07)
4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94, issued by
American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and
sealed by Gerard B. Sullivan,P.E.
(Submitted under NOA No. 96-0603.07)
S. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as
well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass
spacers,dated December 16,2014,issued by RER,Product Control Section, signed by
Jaime Gascon,P.E.,Supervisor,Product Control Section.
G. OTHERS
1. Notice of Acceptance No. 14-0903.07, issued to CGI Windows & Doors for their
"Series-238 Designer"Aluminum Fixed Window-L.M.I.",approved on 12/24/14 and
expiring on 10/20/18.
Manuel Perez
Product Control Exa lner
NOA No.15-0
Expiration-Date: October 20,2018
Approval Date: September 10,2015
E-3
-1
! GENERAL WINbOTN SECTIONS WINDOW WIDTH
VENT WIDTH
T
WW-2-D. 0 Z
WWLBOPC. SURFACE APPLIED 1'
B•MAX ILL [FAION NS 6
7 HEAD/SIU. Q
AT EACH END AND A (i
0A 8 18.O.C.TYP,
2 V ell
O "IC5 IT
z
D -1
I I H S
11
FOR GLASS TYPES
REFER TO I I. p
SHEETS 3, 4 k 5. °� 0
3 B 17•MWf. t7 N.o
2 3 M
D.L OPD. D.L OPG N Z
TYPICAL ELEVATION _
1' VENT HEIGHT 3 VENT HEIONT /• by �aC _
WINDOW HEIGHT I WINDOW HEIGHT C7 p'Q
EXTERIOR
s.
ri FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MULLION N.OA
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED. o 2
NOTES
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
INSTRUCTION REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
USE CHARTS AS FOLLOWS. HURRICANE ZONE(IiVHZ).
STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
ON WIND VELOCITY,BLDG HEIGHT,WIND ZONE LOADS TO THE STRUCTURE Eryr.AVAD AHMAD PROOUCT[UiVTSED Q •,�
USING APPUCAOIE ASCE 7 STANDARD. .'CCJLL:
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS asaa+ptYlt4withthoFiarlda .+ _
STEP 2 SEE
EPAC SOF ON-SESI ED GLASS SIZE BASED�APPU�GD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � ��2 DWI�w1r5• I 1�� I
WIND DURATION. ANCHORING OR LOADING'CONDITIONS NOT SHOWN IN THESE DEIAILS ARE roaDsta
NOT PART OF THIS APPROVAL
STEP USING CHART ON SKEET 7 SELECT ANCHOR OPTION By
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED A LOAD DURATION INCREASE IS USED IN OEM OF ANCHORS INTO WOOD ONLY. .aC� drawing nD.
IN STEP I ABOVE MA 4 2015
MATERIALS MCLUOING BUT NOT UNTIED TO STEEL/MEUI SCREWS,THAT WQ�_g3
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 DO INTO
CTAHWITH
OTHER
�MILAR MATERIALS SHALL MEET THE
SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTSE FLORIDAO BLDC
6hael T of 8
WELDED CORNERS nsm PARI 0 QUANTITY DESCRIPTION MATER0 YANF./SOPPLER/REMAR%S 2.085-
I
.085 1 CGI-388 4 FRAME 6083-76 ILDMEX OR EONJ.
.100
2 CGI-3v 4 VENT 6083-78 I DAIEX OR EOUN. r .035 p
2A CGI-35NG 4 . VENT((NSUL GLASS) 6083-T6 DDAIDL OR EQUIV. 'f. R 3
3 CGI- 4 GLAZING BEAD 6063-T5 ROME%OR EQUIV. Appp
♦ - AS REOD. G AZW BEAD SCREWS O 8'FROM ENDS t 20'O.C.WAX. - /12 X 6/8'SIAS 1.510 N
5 - - GLAZING COMPOUND SILICONE CE-IDDO(NON-WPACT) 1.825
.5A - - GLAZING COMPOUND SILICONE GE-1200(IMPACT)
B - 4 1/2'X 020'SINGLE FACED GIAZINO TME FOAM - .825
7 020D%180 AS REOD. VENT WEATHERSIMPPWO - SCH EGEL 0-LON 11..
8READ. VENT SCREWS O WY O.C.TtP. - #10%1'SS SMS .786 r
B - 2/CORNER FRAME AND VENE ASSEMBLY SCREWS = #10 X 1-1/4'SS SMS 1�1
10 - 2/Lf1E SETTING BLOCK EPOM DIROMETER 6015 SHORE A FRAME a `(�1
o CI
2.215 t9_
MIT6tE0 COPED 90 CORNERS ONLY \ 1,300 b
.100 .875
VENT CORNER g i; g a
ALL FRAME AND VENT CORNERS TO BE •7�
SEALED WRN GE SIIPRUF OR EQUIV.
1.625 N
WELDED CORNERS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH X
VENT � n
LJJ
11=
PARTIAL CIRCLE lUMBSTONE ARCH TOP SQUARE OR RECTANGLE w O
-2.215-
2
.215
FF .180 n
= M 03M
\\ \�\ \\; 1.SO7 N Z Z
�� \ \ .Lao .075
X r.7-50 W C
wINDDW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
1 885
OCTAGOy TRAPF7010 PENTAGON
VENT (INSUL GLASS)
MITERED COPED OCT CORNERS ONLY 750
Q%IN.W.l
c
FRAME CORNER 3 70 d21125WINDOW LENGTFt WINDOW LENGTH c
i
\W,
i GLAZING STOP ' ^ 3
FULL CIRCLE HALF CIRCLE
I I J ��' - - Cu am
I I Ir. V AHVAD PRDDUCTREVISED ^ •F
LL
1 CIVIIL m emnoying with Y10 FWI& n
L----- -----.1 FTA POM3sie�2 AtmP mcwe
*No -oSIB.IS y"
W IAIIOn Dmc x
WINDOW WIDTH b
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN Y 015 mi drawing n0.
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT WO1 X83
CHARTS ON SHEEFS 3. 4 k 5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE Sheet of $
r
v�
PERFORMANCE VALUES OF IMPACT RESISTANT WROIOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED NO SHUTTERS REWIRED NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALIATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS B AND 7 FOR INSTALLATION DETAILS M� 1
WINDDW DIMS. GLASS'TYPE'9' CLASS TYPE'S' WINDOW DIMS. CLAM TYPE'8' GLASS TYPE 13' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE 13' a
WIDTH HEIGHT EXT.(+) 1HT.(-)EXT.(+) 1NT.(-) WIDTH HEIGHT ERT.(+) 1NT.(-)OR.(+) 1HT.(-) WIDTH HEIGHT EXT.(+) 1NF.(-) EXT.(+) iM. (-) Z g� ,
24' 110.0 160.0 110.0. 180.0 24' 97.5 97.5 110.0 120.0 19-1/8' 110.0 210.0 110.0 210.0 0.r
30' 110.0 144.0 110.0 144.0 30" 67.2 67.2 90.0 90.0 26-1/2' 110.0 166,2 110.0 166.2 E N 3
36' 110.0 120.0 110.0 120.0 36' 78' 504 50.6 90.0 90.0 37' 26' 11D.0 166.2 110.0. 1652 sa gF
+Y 36' 110.0 120.0 110.0 120.0 42' 46.1 46.1 85.1 86.1 53-1/8" 110.0 120.0 110.0 120.0 0 Ei t
48' 101.4 101.4 110.0 120.0 24' 103.0 103.0 110.0 120.0 19-1/8" 110.0 200:6 110.0 200.6 G
54' 844 84.8 110.0 120.0 30" B4' 63.0 53.0 90.0 90.0 26-1/2' JB-J/8' 110.0 163.0 110.0 163.0 ; n
60' 74.7 71.7 110.0 1143 38' 47.3 473 90.0 80.0 37' 110.0 116.8 110.0 116.8 G
24' 110.0 1654 110.0 168.0 24' 87.5 87.5 110.0 120.0 53-1/8' - 81.9 81.9 110.0 112.6 $pal
30' 110.0 142.5 110.0 144.0 30' 96' 56.3 563 9D.0 90.0 19-1/8' 116.0 185.7 110.0 185.7 0 <p_
J6' 110.0 120.0 110.0 120.0 36' 41.6 41.6 90.0 90.0 26-1/2' 110.0 125.2 110.0, 147.2 0 C
42" 42' 102.9 102.9 1025 102.9 24' 1�, 69.fi 69.8 80A 90.0 50-5/8'
37' 92.1 92.1 110.0 116.8
48' 85.0 85.0 102.9 102.0 JO' bJ.3 535 90.0 90.0 53-1/8' 66.6 65.6 85.3 85.3 J
54" 7111 74.1 102.8 102.9 24' 120' 584 38.8 80A 90.0 19-1/8° 110.0 177.5 110.0 177.5 a b i3
60' 86.4 66.4 90.0 90A 12
26-1/2' 98.1 98.1 110.0 120.0 eeelli
24' 110.0 153.1 110.0 160.0 37' 63' 68.6 68.6 110.0 1102 O
30' 110.0 117.6 110.0 120.0 63-1/8' 56.6 56.6 81.3 81.3 3p
J6' 101.4 101.4 110.0 120.0 19-1/8' ,110.0 120.0 110.0 120.0 C3
42' 48' 8.5.0 83.6 102.9 102.9 26-1/2' 74-1/4' 85.2 BS2 110.0 120.0 3 �
48' 75.5 75.5 90.0 90.0 37' 55.4 65.4 80.0 90.0 �a
54' 6114 68.4 90.0 90.0 X Of ,^n
60' 63.6 83.6 90.0 90.0
24' 110.0 134.1! 110.0 134.3 w c M
30' 99.4 99.4 110.0 120.0 1/8'ANN. CLASS 3/16'ANN.GLASS 5�
36' 844 844 110.0 120.0 n m
42' 54' 75.1 75.1 102.9 1029 _ 090'Interloyer 090'Interlayer 0 r.N
48' 68.4 68.4 90.0 90.0 Saflez'Clear And Calor Gloss SafleX Clear And Color Glass
O r7 n
54' 65.8 65.6 80.0 80.0
By'Eastman Chemical Co.' By'Eastman Chemical Co.' rm'1. O 3 $
60' 59.0 59.0 80.0 80.0 OR OR N Z Z n
090'Interlayer 090'Interlayer In 3 O
24' 110.0 119.4 110.0 120.0 Butaeite PVB Bulecite PVB U p
By'Kurorcy Americo,Inc.' By'Kurcray AmMca.Inc.' it
JO' 875 87.8 110.0 120.0 � N
W F
N. 74.7 74.7 110.0 1143
f/8'ANN.GLASS 3/16'ANN.GLASS O
42' 66.4 66.4 SOLO 90.0 1 ut
48' 63.6 63.6 90.0 00.0 cr GE-1200 I I GE-1200
54' 59.0 59.0 80.0 80.0 SILICONE 1 II SILICONE
24' 110.0 1124 110.0 120.0 1 �I
I1 aR
JO' ffi.1 82.1 110.0 120.0 p,
JB' 66' 664 66.6 90.0 90.0 8K 12
42' 58.1 48.1 80A 80.0 .AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LUES H S
4B' 56.1 58.1 90.0 90.0 10 WIDER THAN 36' 10 WIDER THAN 36' v$
24' 105.4 106.4 11x0 120.0 WINDOW LENGTH 5/10" NOMINAL 7/16" NOMINAL
30' 74.0 74A 110.0 120.0 GLASS TYPE '2' GLASS TYPE 'S'
36' 72' 59.2 592 90.0 90.0 c m
42' 51.2 51.2 60.0 90.0 /i o '�
t3 a
48' 49.8 49.9 83.9 83.9 //� � .S •// �g
�aW
3
EnV,:JAM AHMAD PRODUCTRBVISED q.
CNS es complying with dw Pic" L
F
LA. 705 Building Code N
#A70AaoeploaealloWH AND LENGTH DIMENSIONS CML BE ORIENTEDVERTICALLY OR HORIZONTALLY AS SHOWN. NOTE: Mian el drawing no.
GLASS CAPACITIES ON THIS SHEET ARE W01-83
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
I sheet 3 of 8
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SKITTERS REQUIRED
REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 - REFER TO SHEETS 8 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 5 AND 8 0
FDR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS 'Z p io
WINDOW DIMS. CLASS TYPE'6' WINDOW DlM9. GLASS TYPE'IV WINDOW DWS. CLASS TYPE'6' WINDOW DIMS. GLASS TYPE'a' -WINDOW DIMS. GLASS TYPE'6'
WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT,(+) INT.(-) WIDTH HEIQHT EXT.(+) INT.(-) WIDTH HEIGHT W.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.
24" 110.0 195.8 24' 110.0 120.0 2$ 110.0 120.0 24` 70.0 70.0 t9-1/8` 110.0 210.0 4
3p• 110.0 156.8 30' 110.0 120.0 30` 90.0 90.0 30" 70.0 70.0 26-1/2" 110.0 180.7
36" 110.0 130.5 36' 90.0 90.0 3s` solo 90.0 M. 70.0 70.o 37' 26" 110.0 160.7 d
42" 36' 110.0 120.0 42' 904 90.0 42' 70.0 70.0 36` 70.0 70.0 SJ--1f8' 110.0 120.4 a u
132"
48` 110.0 120.0 48' 80.0 solo 45' 70.0 70.0 39' 50.0 50.0 19-1/8" 110.0 210.0
S4' 110.0 120.0 64" 70.0 70.0 48` 704 704 42" 50.0 50.0 28-1/2' 38-3/8' 110.0 177.3 ryS
so 110.0 120.0 57' 70.0 70.0 51' 70.0 70.0 45` 50.0 50.0 37' 110.0 120.0 G
24' 110.0 193.6 60' 70.0 70.0 54` 84' 70.0 70.0 48' 50.0 50.0 53-1/8' 110.0 120.0 d y��
30" 110.0 156.6 $3` 66' 68.5 68A 57" 70.0 704 24" 704 704 19-1j8" 1104 210.0 Q g;
36' 110.0 120.0 66' 65.5 65.5 60" 50.0 50.0 30' 70.0 70.0 26-1/2` 110.0 169.7 9 9),
50-5/e'
42' 42' 96.9 111.9 69' 65.5 654 63' 50.0 50.0 33' 70.0 70.0 37' 110.0 120.0 „5
48' 06.9 111.9 72" 65.5 65.5 66' 50.0 50.0 36' 144' 50.0 50.0 53-1/8" 85.3 85.3 Q d E C
5$ 88.9 111.9 75' 50.0 50.0 69' 50.0 50.0 J9" 50.0 50.0 I9-1/6' 110.0 204.6
6o" 90.0 90.0 76• 50.0 au 72" 50.0 50.0 42' 50.0 50.0 26-1/2' 110.0 120.0 3
24" 110.0 184.4 81' $0.0 50.0 - 75• 50.0 50.0 45' 50.0 $0.0 3T 63' 110.0 120.0 0 w
J11" 110.0 120.0 84" 50A 50.0 24' IIMO 120.0 24" 70.0 70.0 - 53-1/8" 81.3 81.3 Z e
36" 110.0 120.0 87' 50.0 50.0 30' 90.0 90.0 30" 70.0 70.0 19-1/8' 110.0 120.0 §'
42' 48' 96.9 111.8 24' 110.0 120.0 36• 904 904 33" 186` 50.0 50.0 26-7 j2' 74-1/4' 11d.0 720.0 x E n
48" 819 97.9 30' 110.0 120.0 39' 704 70.0 38' 304 SOA 3T 90.0 904 O
54' 904 90.0 36' 90.0 90.0 42' 70.0 70.0 39' 50.0 50.0 WDW.WIDTH 53-i/8" 70.0 70.0 O tw
60' 90.0 904 42' 904 90.0 45' 70.0 70.0 f�-� es O
I I LL
24' 1104 177.8 48' 90.0 90.0 48' 70.0 70.0 0
30" 110.0 120.0 51' 70.0 70.0 51" 70.0 70.0 WINDOW LENGTH a `$N•-
42" 1109 120.0 54' 70.0 704 Be 50.0 50.0 a0 O 1Mj it
{2" 54' 96.9 111.9 5T 70.0 704 57" 50.0 SOA
'/./ N
48' 90.0 90.0 60' 70.0 70.0 60' 50.0 50.0 il/ I Z Z `�
72' 3 16 HEAT SIREN'O CLA55
54' 80.0 80.0 63' 68.6 68.6 83' SOA 50.11 iY� / _Q v
ir
6o'' 80.0 80.0 66" 65.5 65.5 66' 50.0 511.0 /t,.� 090'Intertoyer,,
24• 110.0 120.0 69' $0.0 50.0 24' 90.0 904 # Sallee Clear And Color Close �
30' 110.0 120.0 72' 50.0 50.0 30' 90.0 904 By'Eastman Chen>tcal Co.'
OR
36" 110.0 120.0 75' 60A 50.0 SJ` 76.0 70.0 -090'Interlayer
42` 90.0 solo 78" 604 50.0 38' 70.0 70.0 By'Xue PYB
45" 94.0 90.0 81' 50.0 50.0 39' 70.0 70.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED By'Numroy Americo,Inc,'
VERTICALLY OR HORIZONTALLY AS SHOWN.
64•
80.0 60.0 84' 50.0 50.0 42' 708" 70.0 70.0 �to 3/16*HEAT STREN'D GLASS
60' 60" 704 70.0 87' 58.0 50.0 45' 70.0 70.0 ' GE-1200 YKt R
63" 70.0 7D.024' 110.0 120.0 48' 50.0 50.0 u SILICONE U S
86• 704 70.0 30` 90.0 90.0 51' 50.0 50.0
69' 704 704 36' 904 90.0 54" 50.0 50.0 i i
72" 70.0 .70.0 42" 90.0 904 5Y 50.0 50.0
76" 70.0 70.0 ¢5' 70.0 70.0 6o• 50.0 50.0 0= R
70" 70.0 70.0 48" 70.0 70.0 24" 90.0 90.0 AT 1/4 POINTS ON LIES cc O_
61" 70.6 70.0 51' 704 70.030` 70.0 70.0 10 WIDER THIM 36• 00 a r
84• 50.0 50.0 54' 70.0 70.0 33' 70.0 70.0 7/26" NOMINAL c
67" 50.0 50.0 57- 78• 70.0 70.0 36' 70.0 70.0 GLASS TYRE '6' _
60" 704 704 39' 70.0 70.0 q '
Engr.JAVAO ANMAD PRDDUGT RBVt5B6
120' QNB, o3c"PlYiNWidLrooFlodd9 l;
'63' 50.0 50.0 42' 50.0 50.0
66" 50.0 50.0 45' 50.0 50.0 CAIN Na��•(Nj I�(f 'M
69' s0A SOA Ampten
48' $0.0 50.0 1111 adon Data
72" 50.0 50.0 51' 50.0 50.0 It
b
By
75' SOA sd.0 54' 50.0 50.0 NOTE. A& Crowing no.
78' 50.0 50.0 GLASS CAPACITIES ON THIS SHEET ARE MAY 015
51" solo solo BASED ON ASTM ET 300-09 (3 SEC. GUSTS)
sheet 40! $
^ "PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VAWES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOW 4"
NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED m
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WOW.WIDTH REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS 3
WINDOW DINS. GLASS TYPE'2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'9A' �� WINDOW DIMS. GUM TYPE'2A' GLASS TYPE '3A' O -+
WIDTH HEIGHT EXT. (+) INT.(-) EXT. (+) INT.(-) WIDTH HEIGHT EXT.(+) INT. (-) EXT. (+) INT. (-) MOTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1M.(-) '
24' 110.0 180.0 110.0 195.8 24' 103.6 103.6 110.0 120.0 WINDOW LENGTH 19-1/8" 110.0 210.0 110.0 210.0 a R i
30' 110.0 144.0 110. 3.
0 156.6 30' 71.4 71.4 90.0 90.0 j%• 26-1/2' 110.0 166.2 110.0 180.7 g
36" 110.0 120.0 110.0 130.5 36" 78 54.0 54.0 90.0 90.0 %1 37' 28' 110.0 166.2 110.0 180.7 (Ea1
42" 36" 110.0 120.0 110.0 120D 42' 48.9 48.9 90.0. 90.0 c j j�j j 0 53-1/8' 110.0 120.0 110.0 120.0 ^�,O u.
48" 107.7 107.7 110.0 120.0 24' 109.4 109.4 110.0 120.0 ' 19-1/8' 110.0 200.6 110.0 210.0 V A
5$ 90.1 90.1 110.0 120.0 30" 84' 67.0 67.0 90.0 90.0 3 26-1/2' 110.0 163.0 110.0 177.3 VVV8 0p
60" 78.3 78.3 110.0 120.0 36' 50.2 50.2 90.0 90.0 37' 38-3/8' 110.0 116.8 110.0 120.0 0 IL ic Q
24' 110.0 168.0 110.0 193.6 24' 92.9 92.9 110.0 120.0 1W�DTH AND LENGTH DINENSIONS CAN BE ORIENTED 53-1/8 87.0 87.0 110.0 120.0 0 4 a
30" 110.0 144.0 110.0 156.6 30" 86' 59.8 59.8 90.0 90.0 . VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 19-1/8' 110.0 185.7 110.0 210.0
F
36" 110.0 120.0 110.0 120.0 36' 442 44.2 90.0 90.0 26-1/2" 50-5/8, 110.0 133.0 110.0 169.7 1L 210
42' 42' 102.9 102.9 96A 111.9 24' 108' 74.0 74A 90.0 90.0 37' 97.9- 97.9 116.0 120.0 a Z
48' 90.3 90.3 96.9 111.9 30' 56.8 56.8 90.0 90.0 53-1/8" 70.8 70.8 85.3 853 ul
54' 79.8 79.8 96.9 111.9 1 24' 120' 625 '62.5 90.0 90.0 19-1/8' 110.0 1775 110.0 204.6
Be 705 705 90.0. 80.0 1 26-1/2" 1043 104.3 110.0 120.0 03p
24' 110.0 160.0 110.0 184.4 37" 72.9 72.9 110.0 120A120.0
0 Z
30' 110.0 120.0 110.0 120.0 - 53-1/B' 60.1 60.1 813 3 A
36' 107.7 107.7 110.0 120.0 19-1/8' 110.0 120.0 110.0 O
42' 48' 903 903 96.9 111.9 26-1/2' 74-1/4" 80.5 90.5 110.0 x48' 80.2 80.2 849 87.8 37' 58.8 588 90.0 Oo
54' 72.7 72.7 1 80.0 90.0 n
60' 67.6 67.6 90.0 90.0 F cI o
24' 110.0 1433 110.0 177.8 ! T/1 r,
30' 105.6 105.6 110.0 120.0 1/8'TEMP. GLASS 1/8'TEMP.GLASS aOp 30 N M n
36' 90.1 90.1 110.0 120.0 1/8"ANN.GLASS - 1/8-TEMP.GLASS
42" 54' 79.8 79.8 96.9 111.9 Z z
fI 3o_R
48' 72.7 72.7 90.0 90.0 090'Interlayer An 090'Interlayer W O
54- 69.9 69.9 80.0 80.0 Sakes Cma And Cola Gloss Sones Clear And Calor Class lj O
By'Eastman Chemical Co.' By'Eastman Chemical Co.'
60" 62.7 62.7 80.0 80.0 OR OR
24' 110.0 120.0 110.0 120.0 .090'Interloyer 090'Interlayer
Butaclts PVB Bulacite PYO
30' 93.3 93.3 110.0 120.0 By'Xuraray America. Inc. By'Xuraray America,.Inc.'
36" 79.3 79.3 110.0 120.0 m st 6
42' Be 70.5 705 90.0 90A SO 1/B'ANN.GLASS - 519 1/8-TEMP.GLASS y
4B" 67.6 67.6 90.0 90.0 Gd GE_L200 cs a
-1200 12 91
54' 62.7 62.7 80.0 80.0 SILICONE SILICONE g
24' 110.0 1195 110.0 120.0 S
30' 87.2 87.2 110.0 120.0
36' 66- 70.7 70.7 90.0 90.0 XL EDGE SPACER XL EDGE SPACER
ST.STEEL BY'CARDINAL' Si.STEEL BY'CARDINAL
42' 61.7 61.7 90.0 90.0 OR 10 AT 1/4 POINTS ALL SIZES of 10 AT 1/4 POINTS ALL SIZES
48' F 59.6 1 59.6 90.0 90.0 OURASFAL BY'DUANEX' DURASEAL BY'DUAmu
OR OR
24- 110.0 111.9 110.0 120.0 SUPER SPACER BY'OUANEX' 3/4" INSULATED SUPER SPACER BY'QUAN". 3/4" INSULATED u n u
30" 78.6 78.6 110.0 120.0 GLASS TYPE '2A' GLASS TYPE '3A'
36' 72' 62.9 62.8 90.0 80.0
42' 54.4 54.4 1 90.0 90.0 Engr.JAVAD AHMAD pRODUCTREVISP.D Q s c
48' $2.9 52.9 90.0 90.0 CML m cemplyin6 with the Florida ` 5t
FIA PE{711592 Duildiss Code n 4i
cA N]538 A Dah:It"
By
Product drawing no.
GLASS CAPAWIES ON THIS SHEET ARE NOTE: 5 W01-83
BASED ON ASTM E1300-09 (3 SEC. GUSTS) sheet5of B
INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) 13
FOR ANCHOR PERFORMANCE VAWES SEE SHEET 6
TYPICAL ANCHORS �Y SpIS
SFE ELEV.FOR SPAaNO ,� 3
1/4'ULTRACON 1/4'ULTRACON METALm
STRUCTURES Q _
ol a
SEALANT SEALANT cy
I o a
�O�. •• ' - $..� :.a.� .. �..•"' - MIN. �'-N
r•wEi. •t'U", Q
2-1/2' 2-1/2'MIN.
3 a
INSTALLATION TYPE "I WOOD BUCK TYPE '1' INSTALLATION TYPE '2WOOD BUCK TYPE '2'
MATER ALI PRESSURE TREATED1AT gyl,:PRESSURE TREATED �+
O lA
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO O
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES W O
z d!
s� �2�co
1/4'ULTRACONS 1/4'ULTRACONS O 3 N M
1-1/2'EMBED 1-1/2'EMBED a0 O ,M
o,
p12 SMS N Z Z '^
I �^
O
SEALANT I SEALANT I N U
O
ATTACHMENT TO 3�3 N
2 7/8' i
:.b.• :.Q .• NM.
' BUCK INSTALLATION BY OTHERS . 6(1CK INSTALLATION BY OTHERS APPROVED MULLIONS
°�e444
1'YIN. 1'MIN,
INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' c d 2
MATERIAL*PRESSURE TREATED MATERIA 4'PRESSURE TREATED
g
C U a
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL _
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD F„y,:JAVAD AH141D PRODUCE REVISED 4
CML as eeegdyinswith We Fla" �.
FIA PE 1 70592 Bdtdins Cede i=
ASF Uoce No' r o d �,
CAN. /FI/�G if it b
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN �A 4 2015 Product
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W01—83
THEM TO THE BUILDING STRUCTURE
sheat hof B
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES
OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS `
REFER TO SHEET 6 FOR DEMILS REFER TO SHEET 0 FOR DETAU REFER TO SHEET 6 FOR DETAILS REFER TO SHEET 6 FOR DETARS WDA W-�DTM.{ 1�
WINDOW DIMS, pR,(+) WINDOW DIMS, pR.(+) WINDOW DIMS. pR,(+) WINDOW DINS. � (t) I
WIDTN HFJOHT IM.(-) VRDTH HEIGM IM.(-) VBDTH HEW IM.(-) WIDTH HEIGHT DIT.(-) WINDOW LENGTH _ zi
24' 210.0 24' 210.0 24' 210.0 24' 210.0
LC
30' 210.0 JO• 210.0 30' 210.0 30' Ina t� a
JB' 210.0 JB' 210.0 38' 185.2 35' 155.6 _ %/ �,LL 8
42' 210.0 42' 207.6 {2' 160.1 42' 108' 137.9
48• 210.0 48' 200.0 49• i56a 48' 125.0 3
84' 210.0 M. 1975 5{' 148.1 54' 115.2 G
or 190.5 60' 161.6 60' 142.9 60' 107.7
63' 1. 177.8 63' 54' 148.1 6Y 72• 141.1 63' 104.6 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 01
or 20L3 or 170.9 6a' 139.9 24' 210.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. <6
09' 188.1 59' 15a.7 69' 139.1 30' 18219
72' 1115.2 72' 148.1 72' 1369 36' 156.9 K 3 g
1' 175.4 76' 138.9 75' 1262 42' 120' 138.5 1JA' DIA. ULTRACON BY 'ET -O' (Fu-177 KSI,Fy-155 KSQ
78• 166.7 76' I3D.7 78' 119.0 45' 125,0 Z
et' 19D.s s7' 1{51 57• 1330 54• 1147 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES IHS
1-1/2' MIN. PENETRATION INTO WOOD Q .�f
04' 161.0 64• 140.0 84' 120.0 24' 210.0
e7' 173.9 17' 1330 aT 117.6 30' fa4.6 THRU 1BY BUCKS.INTO.CONC. OR MASONRY
90' 166.7 90• 127.0 ao' 111.1 38' 132• 157.9 1-1/4' MIN. EMBED INTO CONC. OR MASONRY io a
z4' 210.0 2+' 270.0 24' 270.0 42' 139.0 DIRECTLY INTO CONC. OR MASONRY z
30' 210A 30' 210.0 30' 190.5 48' 125.0
1-1/4' MIN. EMBED INiO CONC. OR MASONRY �s a
JO' 210.0 38' 1905 1' 188.7 24' 204.5 (n h
42' 210.0 42' 1739 42' 150.4 30' 144• 167.4 ,#14 SMS OR SELF DRILW SCREWS (GRADE 2 CRS) d'
48' 210.0 48' 160.7 48' 138.9 3a' 142.9 INTO METAL STRUCTURES Q t1
84' 207.8 64' 161.6 b4' 130.7 4r 125.4 U W
STEEL, 12 GA. MIN. (Fy = 36 KSI MIN.) O
60' 175.8 60' 145A 60' 125.9 48' It25 ALUMINUM : 1/B' THK. MIN. (6063-T5 MIN.) z av .
S30 1030 as• 1435 w' lzz.9 z4' mea STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
42' 60' 70' ( N �N
66• 1905 66' 16010 66' 121.2 JO' 158' 170.2 W TO N
a8' 178.8 69' 15Jb 89' ii9.9 39' 144.2 J12 §MS OR SELF DRILLING SCREWS (GRAPE 2 CRS) �� Q C4
M' 158.7 72' 142.9 72' 119.0 42' 127.0
75' 150.7 78• 133.3 75' 118.3 INTO MLAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') NIL ZZLL!
3 0
7e' 160.4 79• 123.0 7s' 110.3 (NO SHIM SPACE) IF
og..
at, 171.4 a1' 141.2 81' 110.3 TYPICAL EDGE DISTANCE _ g
Be 163.3 84' 133,384' 115.3 PERFORMANCE VALUES INTO CONCRETE AND MASONRY = 2-1/2" MIN.
a7' iSSA 87' 1280 W' 116.4 OF INSTALLATION ANCHORS INTO WOOD STRUCTURE a 1' MIN. O
90' 149.1 90' I2OA z{' 210.0 REFER 70 SHEET 6 FOR DE/JLS INTO METAL STRUCTURE = 3/4' MIN.
24• 210.0 2+' 210.0 301 208.7 WINDOW DIMS. EIR_(+)
30' 210.0 30' 210.0 36' 151.6WID7H HEIGHT M.(-) WOOD AT HEAD, SILL OR JAMBS SB - OSS MIN.
38' 210.0 36' 2063 42' 1530 to-t/a' 210.0 CONCRETE AT HEAD,'SILL OR JAMBS f'o v 3000 PSI MIN.
42' 210.0 42' 190.6 48' 160.0 28-t/2' 26. 210.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. R
49' 210.0 46' 1766 . 54' 84' 140.4 Jr 210.0 0
54' 200.0 54' 170.9 60' 133.3 53-1/8' 210.0 c
6D• 168.7 60' 180.0 63' 130.6 19-1/8' 210.0 g
6J' 48' 153.8 63' 66' 145.1 66, 126.3 26-1/2' 38_3/a. 210.0
801 1
5' 178.6 66' 165.3 69' 126.5 311 210.0 1
69' 186.7 69' 151.5 72' 125.0 53-1/8' 210.0 q -
72' 158.3 72' 139.9 75' 123.9 19-1/8' 210.0 c u^ ^
75• 1427 75• 129.9 7a• 116.3 26-7/2' 60-5/8' 210.0
oS>�E
78' 13&9 78' 121.2 at• 122.6 3r 2701
a1' 157.9 a1' .iJ&4 24' 210.0 53-1/0' 204.5
84' 150.0 84' 1280 1' 177.8 19-1/8• 210.0
Br 1429 87' 1212 36' 153.8 26-1/2• 210.0 Engr:JAYAD AHMAD PRADUCTRBVM F •1 e
o" CML n complying with 166 FMFIdA t 3
90' 1364 90' 11{10 42' 137.1 37' 174.9 FIA PE f 70592 Building('Ode n 4
41' 96' 125.0 53-1/8' 148.8 C.A 3538 Accep1w N0 L3•C$14.l5 ' �'.
54' 115.9 t9-1/8• 210.0 muC2 Date
60' 109.1 26-1/2• 74-1/4• 210.0 By b
63' 106.3 3r 174.5 M Dodo Product a
ad' 703.9 63-i/a• 742.1 AY drawing no.
69• Iota WO1-83
72' 100.0 sheet 7 of g
PERFORMANCE VALUES PERFORMANCE VALUES -PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS c�
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER 70 SHEETS J THRU ��'
I STALLA ON ANCHORS INSTALU ON ANCHORS INSTALLA ON ANCHORS INSTALLA 6 FOR WINDOW CAPACITIES
ANCHORS USE LOWER APPLICABLE VALUES.
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS Q
WINDOW DIMS. AT 17'O.C.AT 10'O.0 WINDOW DIMS. AT 17'O.C.AT IV O.0 WINDOW DIMS. AT 17'O.C. AT 10'O.0 WINDOW DIMS. ' AT 17'O.C.AT 10'O.C, 3
EXT.(+) ENT.(+) F3U.(+) EXT.(+) EXT.(+) EXT.(+) OXT.(+) f7R.(+) 2= .845 =
WIDTH HEIGHT WT.(-I INT(-) WIDTHHOGHT Kr.(-) M (-) WIDTH HEIGHT INS.(-) INT.(-) WIDTH HDCHT IHS.(-) IM.(-) .84'� I .005
24' 207.8 210.0 24' 168.3 2104 24' 13" 193.9 24' 121.2 190A .065 392 I }F�i
30 189.9 210.0 30' 136.4 204.6 30' 110.6 163.3 30' 100.1 157.3 T 4 (�
36' 184.7 210.0 36• 123.1 181.7 36' 102.6 147.8 38' 56.2 135.4 .602 1.125 YOS
42' 130.5 184.7 4r 110.1 172.7 42' 93.1 1344 42' 106' 764 120.1 0.
46' 147.7 164.7 1• 110.8 1662 4e 80.0 121.2 4e' 892 1089 1.436 0.O
54' 123.1 184.7 4W 109.4 184.1 54' 821 .114.9 84' BJ9 100.3 .126 .903 C� r
60' 105.5 150.3 60' 693 134.3 60' 79.1 110.8 60• 59.7 83,8 V O M
ALUMINUM BUCK OPTIONAL COVERo X117 8
83• 985 flu a
63' 52.1 143.6 63' 78.2 109.4 fir 57.9 91.0
36' 54' 72' 6003-T6 6063-T6 Q <� NNN
66' 110.4 161.6 58' 84.7 132.8 86' 77.6 1083 24' 123.1 164.7 0 W R
or 108.6• 162.1 59• 87.0 123.1 89• 77.1 107.9 30• 101.3 152.0
72• 102.6 14&e 72' aLl 114.9 7r 784 107.7 36' 884 130.4 .a�'3
75' 972 1553 75• 78.9 123.1 75' 71.0 1073 42' 120' 76,7 115.1 )P14 SMS � U.N
7D' 923 147.7 78' 724 1154 76' 86.0 ID5.5 46' 592 103.9 AT 8•FROM ENDS a tT ry
81^ 1053 1447 e1' 2' 109.4 81' 13.0 983 54' 633 852 17.O.C.MAX. 421�N1
AT HFJ�D/SILL/JAMB LJ
84' 10D.7 101.1 61' 77.9 118.5 84' 692 103.9 24' 124.7 160.1 O
BY 002 144.5 62' 73,9 1104 67' 65.2 973 30' 1022 147,7 h 3
90' 82.3 138.5 BO• 702 1453 90' 61.6 922 36' 132• 875 1264 8 m
24' - 188.2 210.0 24• 1383 207.6 24' 125.9 2013 'Ir 774 1112
30• 147.7 197.0 30' 1182 1772 JO' 1054 160.5 48' 692 100.0- 1 ��•
30• 13e5 164.7 '3.6' IDSA 156.3 30' 92] 147.7 24' 113.3 186.9 W U7
42' 135.7 180.9 42' 974 146.1 42' 53.3 133,3 30' 92.0 154. x 0
4e' 135.7 175.9 10' 922 1365 4E• 749 123.1 36' 144' 79.1 131.9 0 W
54• 115.1 172.7 Be 895 1342 54' 724 115.9 42' Wit 115.E 0 Ix
80' 97.4 148.1 60' 88.6 133.0 80' 692 110.0 48' 022 IOJ.B' : 2 U1
�• 42' 90.4 1583 63' �• 846 133.0 63' 78' GLI IOU 2{• 116.4 184.7 • .a'Q'1/2'BIW.',a y� �C4 o
88• 105.5 147.7 80' 08.6 1202 66' 672 107.4 JO' 146• 942 150.8 £ACE DIST: 1%4•'DIA:ULTRACON W �n
a• 141/4'MIN.CONC.EMBED C fV
SB• 98.9 130.5 89' 852 119.3 89' 66A 1082 36' 80,3 1283 , � AT 8'FROM ENDS m 0 M
72' 93.1 130.4 72• 70.1 110. 72• 68.0 1053 42' 702 112.8 SEE CHART FOR SPACING N Z Z
75' 87.9 140.7 75• 739 1102 75' 653 105.1 INSTALLATION TYPE V AT HEAD/SILL/JAMB 11 c..
78' 532 13]2 78• 69.3 110.6 7O' 65.8 104. PERFORMANCE YAWES "� O-
B1' 964 120.6 81' _ 702 104.3 B1' 65.6 97.4 OF ALUMINUM BUCK 1 (D
84' 90.4 135.7 Be 73.9 110.6 84• 65.6 102.3 INSTALLATION ANCHORS N U m
ANCHORS ANCHORS
82' 862 1295 67• 70.0 105.0 67• 03.9 95.9 WWOOW DIMS. A7 17'D.C.AT IV O.0 = 814 SMS �
90' 82.6 1239 g0• 66.6 90.7 24' 138.5 207.8 EXr.(+) EXT.(i) AT S•FROM AIDS
24' 104.7 2104 24' 183.9 210.0 30' 110.0 173.4 WIDTH HEIGHT INT,(-) INT.(-) 17•D.C.MAX.
30' 181.2 2013 30' 130.6 1623 36• 100.7 151.1 to-1/8• 210.0 2104 AT HEAD/SILL,/JAMS f1
147.7 184.7 36' 115.4 101.6 62' 944 135.7 26-1/2' 210.0 210.0 pp .rG
4r 135.7 175.9 42' 103.5 147.7 48•- 53.1 124.7 32' 28' 191. 210.0 \N 1 DUCTRBVLSBD $
plyii�y wHh 18aF1aIdA is
48' 130.8 173.1 48' 98.9 136..5 84' 04• 77.8 118.8 53-1/9' 152.9 210.0 pu ing code
u�
56' 110. 186.2 54' 94.7 1326 00' 73.9 110. 19-1/8' 210.0 210.0 cc No 15.05 1
80' 92.3 1383 60' 88. 1292 63• 724 108.5 26-1/2' 38-3/8•rl78.7 2140 f ?.III'nlbn Dak � y $4
63' �• 652 119.2 W' 68' 50.4 120.5 86' 71.1 100.7 37' 162.7 210.0 r _
88' 96.9 136.5 66' 01.6 120.2 69' 70.1 105.1 03-1/B' 1223 1835 ado Product I
69' 922 1292 58• 63.0 117.5 72' 69.3 103.9 19-1/8' 203.2 210.0 0+
C 0-
72' 846 121.2 7r 773 1065 78• 85.0 102.9 20-t/2• 161.1 201.4 f'WIN. 1/4•CIA.ULTRACON o p n a a
76' 813 130.4 76' 71,9 115.1 78' 65.6 1022 7r 50-5/8• 1342 167. 1-1/4'MIN.CONC. EMBED
7e' 75.9 123.1 70' 87.7 105.4 el' 879 97.3 53-1/e' 1132 135.e AT 6•FROM ENDS c
SEE CHART FOR SPACING
62' 573 118.6 O1' 753 100.7 24' 118.7 195.9 19-1/B• 758.1 210.0 AT HEAD/SILL/JAMB
e{• 57.1 124.7 6{' 71.1 100.7 30• 903 164.1 20-1/2' 63. 1214 2140
e2' 79.1 11e.7 BY 672 1 100.7 36' 052 1421 1 37' 96.9 169. JNSTALLATION TYPE '6' t�AGA4 MAD E
BO' 76.6 113.3 or 03,6 05.4 � 42' 76.0 126.0 53-1/8' 02.4 144.2 282'WOOD BUCK OR WOOD STRUCTURES FIA.PE�70592
48' 06• 80.3 110.4 78-1/6' 1612 210.0 CAN.
54' 64.2 107.1 26-1/2' 74-1/4• 123..4 197.4
50' 50.4 100.7 37• 96.7 15,.7 042015
u
63' 51LO 90.2 SJ-t/e' 78.7 128.0
88' drawing no.
87.6 954
69' 56.4 9{,e TYPICAL INSTALLATION DETAIL W01-83
72' 55.4 922 ON ALL FOUR SIDEVUSING ALUMINUM BUCK SYSTEM
sheet Bof B