HomeMy WebLinkAboutProduct Approval (6) RECEIVED JUN 2 5 2015
ALE COPY
MIA WADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY i 1805 SW26 Street,Room 208
AFFAIRS(PERA) Miami,Florlda 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �y}yw.minmidade.eov/ac�n
S1W Impact Windows,LLC
975 S.Congress Avenue,#102
Delray Beach,FL 33445
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentationsubmitted has been reviewed and accepted by Miami-Dade County PERA-
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, PERA
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 VeAogLfl jkr_rieane Zone.
DESCRIPTION; Clipped,Extruded Aluminum Tube Mullion Lmj.
APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 .
of 7,dated 10/01/07,with revision C dated 12/46/11,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
A tance number and expiration date by the.Miami-Dade County Product Control Section.
�SILE 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,
modeVseries,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 maybe 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 and renews NOA,#10-100.4.01 and consists ofthis page 1 and evidence pages T-1 and
E-2,•as.well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.12.0221:09
MIA. DA u Expiration Date: November 21,2017
Approval Date: April 26,2012
Page 1
SIW Impact Windows,L .C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.W07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,
dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahrud,P.E.
B. TESTS
1. Test reports on: 1)Large.Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
' along with marked-up drawings and installation diagram of series 100 mulled single
hung.windows,prepared by Hwricane Engineering&Testing,Inc.,Test Report No.
BETI-07-4107,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA#07-1016.06)
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)Forced Entry Test,per SFBC 3603.2(b)
along with marked-up drawings and installation diagram of series 100 mulled single
{r hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-074108,dated 03/26/07,signed and seated by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA#07-1016 06)
3. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of series 100 mulled fixed
windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-074115,dated 04/0-9/07:.signed.and sealed by Rafael-E.Droz-Seda,P.E.
(Submitted under previous NO,4#07-1016.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2007,
prepared by Al-Farooq Corporation,dated 08/13/09 acid revised on 09/14/10,signed
and sealed by Javad Ahmad,P.E.
(SnOta tied under previous N•2A#10-1004.01)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA)
, Manuel e: P.E.
Product.Contr 1 E finer
NOA No. - 21:09
Expiration Date: November 21,2017
Approval Date: April 26,2012
E.-1
siN Impact Windows.LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-2410,and of no financial
interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed.and '
sealed by Javad Ahmad,P.E.
G. OTHER
1. Notice of Acceptance No. 10-1004.01,issued to SIW Impact Windows,LLC for their
Clipped Aluminum Tube Mullion—L.M.I.,approved on 11!11/10 and expiring on
11/21/12. .
Manuel ER09
_
Product Control
NOA No.
Expiration Date: November 21,2017 .
Approval Date: April 26,2012
E-2 '
1
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1 II 1 1 TYPICAL
4.000 - �I- �?Y_R i 1 -__^� GVSWO PRODUCT a
'
�r iT--T T4JT o
1400 .1�(E
WINDOW FRAME II Q�i iJ
GADO
�I I 3.060 4,000 N w
' ;h-2.00D—moi z +•
MULLIONS CONTAINING 'TYPICAL G ING PRODUCTS ^
HORIZONTAL OR VERTICAL m
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 3•�rj n
p l�i A
EyUM
-ul a
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
.AND CAN BE USED WI11H ALL MEAMI-RADE COUNTY APPROVED A Y
IMPACT AND NON-IMPACT RESISTANT PRODUCTS. g�o
R
RECTANGULAR ALUMINUM TUBE MULLIONS m
USING MULUON PROPERTIES_ONLY o z
NOTF-S;
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY MiTH THE c m$-
'' REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING B
.HIGH VELOCITY HURRICANE ZONE(W4INSTRU�ON$: •q
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE USE CHARM AND GRAPHS AS FOLLOWS. -
APPLICABLE BUILDING CODE REQULREMENTS.I.E WATER LOAD, WATR <m m
INFTL IRATION, FORCED.ENTRY RESISTANCE, SAFEGUARDS ETC. �1 DETERMINE DESIGN LOAD TIEOUIRED PER ASCE 7 i
WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENING. _
LOADS TO THE STRUCNTE. $TEE 2 USE MOM-GIDE COUNTY APPROVED GLAZING 7DUCTS Erlar;JAMAO AWMI' PRC�DUCIRBVL� � •� m
ANCHORS SHALL BE AS US'[ED,SPACED AS SHOWN ON DEWLS,EMBEDMENT MEETING ABOVE LOAD REQUIREMENLS, y
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TRE ETC.). �P 3 APPROVAL�AECTTO_N TO 1 U1LON AS PER PRODUCT�' E CPRE�__17t16B2' I
D wim1110F 9YQAx rANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS A_ *am
ARE NOT PART OF THIS APPROVAL USING CHARTS ON SHEET 3 SELWr MUWON SRS WITH on
SEL 4 DESIGN RATING MORE 1}Lu+utSIGN LAAO SPECIR�O
A LOAD DURATION OKCFtEASE 6 USED LY DESIGN OF A.A'Cil0R4 OIfO MOD ONLY. BI STEP I ABOVE
MATERIALS XU10NG BUT NOT U LM TO STMA4M SCREWS,THAT CCE£INTO USING ANCHOR TYPES ON SHEET 5 TIM 77 ANO(ANCHOR CHARTS p1� M�GDi o drawing no.
OF
2 10 0 FLORIDWITH A��BLOG.Cl�SECCWN 2 0334.SHALL NEST THE REQUIREMENTS �--+�i MORE TIM 1N�N LOADE SpPEO D Dl S'IFp I ABOVE. M07-04
;'� �'• she0t 1 m4 7
,.250
• 1.000 "'� 1.000 �-A 250 .690 d
I I �
.375 Z _
-^{ 1.000 F
I .125 •125 2.500 a S N 2
TfY.
.125 .125 �� a
4,500 1.830
4.00D 4.000 � �O
3.000 125 V
TYP. I n
H3.750 -H O'ix W?
NOTCH IL
Lu L L-i
1 .376t.Ao
OPTIONAL 0 a O
O
I
a�Ul�o
MULLION CLIP (6063-T6) o :1 949 In
1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT, TO ANGLES) Q b
STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION CUP LENGTHS MUST BE CUT TO Ffr SNUG
6063-T6 6063-T6 6063-T6 6063-TG INTO 1BY TUBE MULLIONS.
N
N
2.000 (�--2.000 1013
1.690 �
W 31:IJ
0¢tM1
2.000----�( 2.000 ca
125 250
-(--- I I TYP. I TYP. .128 2.500 U V m
�Z�
1.030 Z d V!q N
.125 .290 8.000 8.000 >-
TYP. TYP. Q �In
4.000 4.000 3.750 u
NOTCH
L L L-j-j L Ll I
OPTIONAL u�
2 X 4 2 X 4 2 X 6 2 X 6 MULLION CLIP (6063-76) 4'
(ALT.TO ANGLES)
STD. MULLION HEAVY MULLION SED. MULLION HEAVY MULLION CUP LENGTHS MUST BE CUT.TO FIT SNUG
6063-T6 6063-T6 6063-T6 6063-T6 INTO 2BY TUBE MULUONS. -
e
NOTCH
OPTIONAL .S
a
125 _
2.000 %1�'• Fn4r:dAC�AHMAD PRODUCTRHVISBD q� •0 a3
.R/4 PE 70592 a9 eumPIYInB wllh IIDFIaR�B b 3
L CAN.3538 Hulldmp Code
AcceptaaooNo/2•. 2. /7 � � .�
TskphaNea Date
b--2.000-J hl1imN ida P.oduu 1 drawing 9 no.
ANGLE CLIP AO 29`1 M07-04
6063-TB Shoat 2 Of
1'
DESIGN LOAD CAPACITY PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY-PS?(TUBE MULLIONS) DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS)
WINDOW DIME. I X 3 I X4 1 X 4 41/2 2 X 4 2 X 4 2 X 6 2 X 0 WINDOW D-S. I X3 1 X4 1 X 4 41/2 2 X 4 2 X 4 2 X6 2X 6 WINDOW DIMS. 1X3 1 X4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 0 2 X 6 _
WIDTH(w)MULL SPAN STD. SCD. CUSTOM CUSTOM STD. HEAVY STI). HEAVY YRD7H(W)MULL SPAN STD. SCD. CUSTOM CUSTOM STD. HEAVY STD, HEAVY WIDTH(W)NULL SPAN STD. STD. CUSTOM CUSTOM SPU. III:AVY STD. HEAVY Z m 2
19-1/6' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 64.3 130.0 130,0 130.0 1.30,0 1 130.0 130.0 130.0 19-1/8' - 37.8 59.3 78.9 55.3 88.7 130.0 130.0 0 F Rn z
26-1/2" 130.0 130.0 1.30.0 130.0 130.0 130.0 130.0 130.0 26-1/2" 48.4 99.5 130,0 1,30.0 130.0 130.0 130.0 13D.0 26-1/2' - - 42.8 56.9 39.8 71.2 111.0 130.0
30' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 30" 41.0 87.9 130,0 130.0 128.4 130.0 130.0 13D.0 30" - - 37.8 50.3 35.3 82.8 9B.1 130,0 Q Y
37" 130.0 1304 130.0 130.0 130.0 130.0 130.0 130.0 3' 312 71.3 111,8 130.0 104.1 130.0 13D.0 130.0 37' - - 30.0 40.E 51.0 79.5 130.0 �i g
42' -3/8. 130.0 130.0 130.0 130.0 170.0 130.0 130.0 150.0 42' �, - 82.0 B8.3 127.5 91.7 130.0 130.0 130.0 42' 120' - - - 35.9 - 44.9 70.1 128.7 d +l_I
48' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 45 0 - 54.9 BSO 1115 00.3 130.0 130.0 130.0 48' - - 31.4 - 39.3 61.3 112.6 0.G
1. IJOA 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1. 78.4 99.1 71,4 127.2 130.0 130.0 64" - - - - - 74.9 54.5 100.1 O
60" 12.3.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 60' - 44.0 6a.8 69.2 64.2 1145 1304 130.0 BD' - - - - - 73.1 49.0 90.1 0 I��
or 112.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 60' - 40.0 62.5 81.1 58,4 104.1 118.7 130.0 Be" - - - - - 44.5 81,8 ��.W PI o
72' 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1. 57.3 74.4 SAB 85.4 1088 130.0 72' - - - - - 40.9 75.1 0 0.Q G
19-1/8" 130.0 130.0 130.0 130.0 1.30.0 130.0 130.0 130.0 19-1/8" 51.5 110.4 130.0 130,0 130.0 1,304_ 130.0 130.0 19-1/5' - 44.5 59.5 41.6 74.1 116.6 130.0 0-3
26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 1.30.0 130.0 28-1/2" 37.2 79.7 124.7 130.0 116.4 13DA 130.0 130,0 26-1/Y - - 32.1 42.8 - 535 63.4 130.0 �y¢0 N
30" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1. 328 70.4 110.2 130.0 102.8 130.0 130.0 130.0 30' - - - 37.8 - 47.3 73.7 130.0 a la vj 6
1. 115.3 130.0 130.0 130.0 13D.0 130.0 130.0 130.0 37" 57.1 69.3 1188 83.4 130.0 130.0 130.0 37' - - - 50.8 - 38.3 595 109.8 LL 2 f
42' e
101.8 130.0 130.0 130.0 130.0 170.0 130.0 150.0 42' - 50.3 78.7 104.7 716 130.0 130.0 130.0 42' - - - - - 33.8 524 98.7 6
84° 132'
BBA 13.0 130.0 150.0 130.0 130.0 130.0 130.0 1. - 44.0 88.8 91.0 64.3 114.6 130.0 130.0 48' - - - - - - 46.1 84.0
64' 70.0 127.2 130.0 130.0 130.0 130.0 150.0 130.0 54' - 39.1 01.2 81.4 57.1 101.9 125.1 130.0 54" - - - - - - 40.9 75.2
80' 71.1 114.8 130.0 130.0 130.0 130.0 130.0 130.0 60" - 78.2 58.1 73.3' 51.4 91.7 112.0 130.0 80' - - - - - - 385 87.7
88" 64.7 104.1 150.0 130.0 130.0 130.0 130.0 130.0 88' 32.0 50.1 _68.8 46.7 83.4 1023 130.0 Be" - 73.5 61.5 in
72' 59.7 984 130.0 130.0 130.0 130.0 130.0 130.0 72" - - 45.9 81.1 42.0 733 93.8 130.0 72" - - - - - - .30.7 50.4 z U a
19-1/8' 122,1. 130.0 130.0 130.0 130.0 1304 130.0 130.0 19-1/e' 34,5 744 115.0 130.0 108.1 130.0 130.0 130.0 19-1/B' - 34.3 45.6 32.0 57.1 119.0 130.0 _O JcYO N
26-1/2' 88.1 130.0 150.0 130.0 130.0 130.0 130.0 130.0 28-1/2' - 53,4 835 111.2 78.0 130.0 130.0 13D.0 26-1/2- - - - 32.9 - 41.2 64.3 118.0 JJ
30' 77.8 13MO 1.30.0 130.0 130.0 130.0 13D.0 130.0 .JO" - 47,2 73.8 98.2 68.0 1228 130.0 130.0 30" - - - - - 384 588 104.3 7 N-�
37' 63.1 119.g 13MO 130.0 130.0 130A 130.0 130.0 37' - 352 593 7D.6 55.9 99.0 1,30.0 IJD.O 37' 144' - - - - - - 4660 84,5 'Y 41 n
42" 55.0 105.0 130.0 130.0 130.0 130.0 170.0 130.0 42' - 33.7 527 70.1 49,2 a7.7 123.1 130,0 42' - - - - - - 40.5 744 W < 4
q8' � 411.8 924 130,0 130.0 170.0 130.0 150.0 130.0 48' �" - 45.1 81.4 43.1 76.0 107.7 130,0 48' 6537m CZ(vn1
54" 412 822 125.6 130.0 120.0 130.0 130.0 130.0 54' - - 41.0 114,1 38.3 68.2 85.8 1,104 54'
Of M
60' JS9 7.19 115,7 130.0 108.0 130.0 170.0 130.0 60' - - 38.8 49.! 3:! 61.4 88.2 130.0 zdVd
60" K324
673 -105.1 124.3 9B.2 130.0 130.0 130.0 88' - - 33,5 44.0 31.3 55.8 78.4 130.0 O -0 W n
72" 61.0 96.4 114.0 90.0 130.0 130,0 130.0 72' - - 30.7 409 - 51.2 71.8 130.0 ARCHES TO BE INSCRIBED Z Q.0 ID
INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON }
18-1/8' 170.0 150.0 130.0 130.0 130.0 130.0 130.0 19-1/8" - 51.9 81.3 t083 75,8 170.0 130.0 130.0
28-1/2' 115.4 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" - 375 58.7 7B.1 54.8 97.7 13GO 130.0 UT
30' 101.9 130.0 13D.0 130.0 130.0 130.0 13D.0 30" - 33.1 51.8 69,0 '48.4 88.3 130.0 130.0 - Q N rn WO d
3T 826 128.3 130.0 120.7 130.0 130.0 130.0 37' - 420 55.9 392 70.0 109.1 130.0 GV+ZIN_VERTICAL '� PRODUCT42' 74-1/4' 72.B 115.9 130.0 106.4 130.0 130.0 130.0 42' 1�, - - 37.0 49.3 34,6 81.6 98.1 130.0 MUWON
48" 83.7 88.7 123.1 93.1 130.0 13010 130.0 48" - 32.4 43.1 302 618 84.1 130.0 z
54" - 55.6 88.6 109.4 82,7 130.0 150.0 130.0 54' - - - 38.3 - 47.9 74.7 130,0 GLAZING GLAZING 3
60' - 51.0 78.7 865 74.4 130.0 130.0 130.0 60' - - - 34.5 - �43.1 87.3 177.0 PRODUCT PRODUCT
68' - 453 72.5 89b 07.7 120,7 130.0 130.0 68' - - - 32.3 - 01.2 112.3 3 1F7 H
72' 425 085 521 62.0 110.0 120.1 130,0 72" - - - 80.1 10.1.0 PGLAZING
DUCT PRODUCT o f
E
ALL LOADS ARE EXT.(+)/INT.(-).
w1 W w2 $
MULLION SPAN _I
TYPICAL MULLION ARRANGEMENTS `s` Ri e
�S
NOTE: 44 WIDTH (W) Ynz W2 L -
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY. Y
A 13
(INTERPOLATION BETWEEN WIDTHS ALLOWED) F.. �VCm MAG PRODUCT REVISED s a3
FLA'PE Q 70592 m complying with ft Flm)de
CAN,00538 nmldt�P'gaaoN�2 9 U
FacpiraBon DDla �7 � �
H drawing no.
MULLIONS M,am 9doProduat a M07-04
d�p011 sheet 3 of 7
DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY -PSF �� 3
WINDOW DIMS. ANCHORS TYPE WINDOW'DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE p
WIDTH(W) MULL SPAN A B C D WIDTH(W)MULL SPAN A B C D WIDTH (4) MULL SPAN A B C D O
19-1/8' 130.0 .la0.0 130.0 130.0 19-1/8' 114.7 13D.0 __130.0 _130.0 19-1/8° 74.5 120.5 90.4 130.0 O R Z
26-1/2" IJ0.0 130.0 130.0 130,0 26-1/2" 82.8 130.0 100.3 130.0 26-1/2" 53.0 86.9 65.2 130,0
30" 130.0 130.0 130.0 130.0 30' 73,1 118.2 89.6 130.0 W. 47.5 76.8 57.8 1152
37" 120.5 130.0 1304 130,0 37" 59.3 95.8 71.9 130.0 37' 38.5 623 48.7 93.. ga
42° 106.1 130.0 128.7 130.0 42' 522 84.4 83.3 128.8 42' 33.9 54.9 41.1 82.3 d Lil
38-3/8° 78" 120'
E
48" 92.9 130.0 112.6 130.0 45.7 73.8 55.4 110.E 48' 28.7 48.0 36.0 72.0 G
54" 82.6 130.0 100.1 130.0 54 40,6 65.8 49.2 98.5 54' 20.4 42.7 320 64.0 C n
60" 74.3 120.1 90.1 130.0 BO" 38.6 59.1 44.3 88.6 60' P233.8 38.4 28.8 57.666" 67.5 109.2 81.9 130.0 66" 33.2 53.7 40.3 BOA 68" 34.9 28.2 52.472" 81.9 100.1 75.0 130.0 72" 30.5 49.2 36,9 73.0 72' 32.0 24.0 48.0019-1/8" 130.0 130.0 130.0 130.0 19-1/8" 106.5 130.0 129.1 130.0 19-1/8" 109.8 82.1 130.028-1/2" 127.5 130.0 130.0 130.0 26-1/2" 76.9 124.2 93.2 130.0 26-1/2" 79.0 59.3 118.630" 112.0 130.0 130.0 130.0 30" 67.9 109.7 82.3 130.0 30' 69.8 52.4 104.7 ?tto2 L^37" 91.3 130.0 110.7 130.0 37° 55.0 89.0 66.7 130.0 37" . 68.6 425 84.9 Q
42' 80.5 130.0 97.5 130.0 42' 48.5 78.4 58.8 117.6 42" 30,9 49.9 37.4 74.8
50-5/6" 84" 132' O
48" 70.4 113.8 85.3 130.0 48' 42.4 88.8 51.4 102.9 48° 27.0 43.6 327 65.5
54' 626 101.1 76.9 130.0 54" 37.7 61.0 45.7 91.4 54' 24.0 38.8 29.1 58.2 e
56.3 91.0 6113 130.0 60" 33.9 54.9 41.1 82.3 60" 21.6 34.9 26.2 52.4 U1
66" 51.2 82.7 62.1 124.1 Be" 30.9 49.9 37.4 1 74.8 66' - -31.7 23.8 1 47.6 O UN b '
72" 46.9 75.9 56.9 113.8 72' 28.3 45.7 34.3 68.6 72" 29.1 21.8 43.6 J J O
19-1/8" 130.0 130.0 130.0 130.0 19-1/8" 93.2 1,30.0 112.9 130.0 19-1/6" 62.1 100.4 75.3 139.0
28-1/2" 1025 130.0 124.2 130.0 26-1/2' 67.2 108.7 81.5 130.0 26-1/2" 44.8 72.5 54.3 106.7
o<�
30" 90.5 130.0 109.7 130.0 30' 59.4 96.0 720 130.0 30' 39.8 84.0 48.0 96.0 w Q
37" 73.4 118.6 89.0 130.0 1. 48.2 77.8 58.4 118.8 37" 144' 32.1 51.9 38.9 77.8 0] Z u)
42" 1. 64.7 104.5 78.4 130.0 42" 98" 4:.4 E8.6 51.4 1020 42" 28.3 45.7 34.3 69.6 =m
48' 69.5 ^1.4 88.8. 130.0 48" 37.1 80.0 45,0 90.0 h6' 24.8 40.0 30.0 80.0 !-ZU
54" 50.3 81.3 61.0 121.9 54" 33.0 53.3 40.0 80.0 54' 22.0 35.6 26.7 53.3 Z d U m
BO" 45.3 73.1 54.8 109.7 60' 29.7 48.0 36.0 72.0 ^
66" 41.1 66.5 48.9 99.7 66" 27.0 43.6 32.7 65.5 ANCHORS A% NCHORS HORIZONTAL MULLION � uj TYPE A,B,C ORD TYPE A.B,C OR D ARCHES TO BE INSCRIBED Q R::
N
72" 37.7 61.0 45.7 91.4 72' 24.8 40,0 30.0 60.0 INSIDE REt:TANCl1lAR SNIPE
19-1/8' 120.6 130.0 130.0 130.0 19-1/B' 82.8 133.9 100.4 130.0 O
26-1/2" 88.9 130.0• 105.4 130.0 26-1/2' 59.8 86.0 72.5 130.0 '%'OIAZWG
30" 76.8 124.1 .93.1 130.0 30" 52.8 85.3 64.0 128.0 _VERTICAL. PRODUCT � 3
37' 62,3 100.6 75.5 130.0 37" 42,8 69.2 51.9 103.0 MULLION o= ,
42" 54.9 88.7 68.6 130.0 42" 37,7 614 45.7 91.4 ANCHOR
74-1/4' 108" CIAZIN GLAZING
48" 48.0 77.8 882 116.4 48' 33.0 53.3 40.0 80.0 PROD PRODUCT g EVIL�1 Sv A '
54" 42.7 69.0 51.7 103.4 54' 29.3 47.4 35.6 71.1 3
60' 38.4 62.1 46.5 93.1 60' 26.4 42.7 32.0 64.0 - CIAZINO GLAZING ANCHORS - tS b'
PRODUCE PRODUCT A,B,C ORO �
66" 34.9 58.4 42.3 B4.6 66" 24.0 38.8 20.1 58.2
m
72" 32.0 51.7 38.8 77.8 72" 22.0 35.6 26.7 53.3 ANCHORS
CHORS D g
ALL LOADS ARE EXT.(+)/INT.(-). Wl W2 MULLION SPAN q g
C D
O
T 8S�
NOTE: 0<m"
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS o
LOCATIONS AT HEAD, SILL OR JAMB ENDS. _
Engr.'JAVAAIi
D MAU- Q e 9
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) = Wt +wz CML I"PlYPRBVISBD 4 N
�mP1Y1D8 with the FlOfIQe
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2 CA.AN. jr70592 Buildieg Coda
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F%pltnBmt Date Nu. /7 5
qo,1 Br O
M lnlami adC Ptoduat Co dfOYliOg no.
ANCHORS IM07-04
' sheet 4 of 7
• - 1/4'DIA.ULTRACONS 1/4'DIA.ULTRACONS
Etl. 2 PER CUP 0 ON EACH WING) 1 PER ANGLE o
Z n
Ed..•
11 I tl 1
0 a I 1 (
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t BY i i ®14 SMS 2 X 2 X 1/11' a Q
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1 II I I i LL Z Lo
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ANCHOR LOCATION - a
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r I 1 WOOD STRUCTURE 1 I
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1/4'DIA. ULTRACONS 13Y'ELCO' o B
ULTRACONS MAY BE HEX OR FIAT HEAD S
SUBSTRATE Ed. m MIN. EDGE DIST. MIN.EMBEDMENT c
WOOD 1" I $
BLOCK 2-1/2" 1-1/4"
I 1 I I CONCRETE 2-1/2' 1-1/2"
m
I
Ir -- 1 I n 1 ALL CLIPS AND ANGLES 7D FR SNUG INTO TUBE MULLIONS.
rr 111 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED > $$
I1 11 I I WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
1L_-_ 11 II WATER-WHITE ME'IHACRYIATE LACQUER.
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2 PER CLIP(1 ON F�1CH WING)
ANCHORS TYPE 'A' I M07-04
' 1�•,.•;• shoat 5 of 7
' 1/4'DHL ULTRACONS 1/4"DW IP_TRACONS
' 1/4'DIA.ULTRACONS 1/4"Dol ULTRACONS Ed. 2 PER CLIP(T ON EACH WDIO) 1 PFR ANGE
4
PER
CUP(T ON EACH WING)• 2 PER ANGLE
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ER ANGLE 1 t I I I ! 4 S a
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i 22PER ANCLE - r Ed.
! 1 Y mcctrs
2 PER CUP(ION EACH WINO)
o
JR1
. ,MIN. •`:•- .. ,;. •y'• g
i/4'Mu.ULTRACONS BY'ELCO' _
_ ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE Ed.-•MIN.EAOE DIST. MIN.EMBEDMENT
WOOD 1" 1»3IA" ALTPRNATE "
BLOCK 2-1/2• 1-1/4' ANIXiOR,WCAYION
ALTERNATE CONCRETE 2-T/2 1-1/2" ----,
--------- ANCHOR
ANCHOR LOCATION i - I Engrs.NYAA AHtkAD P'+201DUpp11CTy�gRREVISED
! 1 ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE AOlWONS. 1 t Fl.l I3E T0.592 Dutld"urgQodewitLtlnF � .
1
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO,BE PRITTECTED I 4 � Qrf (;
t I WR1i AWLLt-Rf95TANT COATINGS.SUCH AS BRUIMUS PAINT OR 1 1 p pay 17 ,e
MTEIR-WHIE MEIHACRriATE LACQUER. �
_ Miap" Pmdca drawing no.
ANCHORS 'TYPE '8' ,AJJC,JiO,(�S TYPE 'C' M07—O4
ofiest B of 7
I� I/
N
° 1/4°DIA.ULTRACONS
Ed. 4 PER CLIP(2 ON EACH WING) Ia
2/1CHANNEL TUBE MULLION
'.
IN
IN T' V o
g
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----------------- 3
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II F"F.H.S.M.S. V n
-------------1L�I� FLOATING CLIP 2/SIDE 1 I G7
1 I I�I � 1/8"THICK ALUM CHANNEL
I I I I LENGTH TO FIT SNUG I I 0 6 Q o
INTO MULLION I I TUBE MULLION 0
fY �O6!
r
1 I I 1 � 3 6
I I I 1 TUBES MAY BE NOTCHED LL 2 U)-t4i
I I I I AS SHOWN TO ALLOW INSTALLATION J
I I i i OF CUP ANGLE Q W Z
£
CAULK JOINT AFTER ASSEMBLY
9 14 FH SMS
PER CLIP FOR CHARTS A, B OR C
3 PER CUP FOR CHART D
ACCESS HOLE 1-1/2"O.C.MW. n
Ed. 1/4"DVI.ULTRACONS m
2 PER ANGJE
g �N 4
_____ _____ Z
J C
1 L" W QOQM
.. . . . ..
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I I i THIS SCREW CAN BE Z U o
1 I I I II II INSTALLED IN ERHER 1 1 A14 FH SMS QO i5 ^
f I I I I I 2 X 2 X 1 D" DIRECTION 5�'I� I 1 2 PER CLIP I Z a 003
`v
L_
w Jly I 1"O.C.MIN. I ILII U ALUM ANGLEI I
14 SMS� _j
014 SS SMS 1 1 1/2' 1 1/2" I 7-1/2"O.C. MN ���
3 PER ANGLE 3 PER ANGLE
I I I 1 1-3/4'X 2"X 1/8"(FOR 28Y TU
3/4°X 2°X 1/8"FOR f1BY NBE)
M LE
LOCATION OF SCREWS CONNECTING ANGLES CUT TO FR SNUG INSIDE TUBE
TO TUBES WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS.
ANCHORS TYPE 'D' ANCHORS DETAIL it a h r�
METAL TO METAL CONNECTION
12
1/4"DIA.ULTRACONS BY'ELCO' -
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE Ed. - MIN. EDGE DIST, MIN.EMBEDMENT
c m 4
WOOD 1° 1-3/8° o^ m
BLOCK 2-1/2" 1-1/4" m o g N
��<mm
CONCRETE 2-1/2" 1-1/2" 0
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, "'• q
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ,EApr.JAVAD AH7AAD PRODUCTI BVISED B
WITH ALKAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR E 0' aaw.plyi .I0 dloFbdb % k
WATER-WHITE METHACRYLATE LACQUER. FLA.
A:nap Building Cada
Aacap=oo No f�f7�22f�09 D a a
Ex P
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W7-04
sheet 7 of 7