HomeMy WebLinkAboutProduct Approval (2) M IAM 10DADE 11IIAitiII-DADS COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOAIIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADAIINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �vw�v.miamidade.aov/economy
CGI Windows&Doors
10100 NW 25"'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(AIM.
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.
DE SCRIPTION 'ea ` $Dc�seit4'®yA luiiut> Fred�PWatlelayL.M
APPROVAL DOCUMENT:Drawing No.W01-83,titled"Series-238 Designer Fixed Window",sheets 1
through 8 of 8,dated 12/27/01,with revision E dated 08/13/14,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.
N ESSILE 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,
modellseries, 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 ofNOA.
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#13-0606.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.14-0903.07
OW
MIAME DADS COUiVTY - T.� Expiration Date: October 20,2018
� f Approval Date: December 24,2014
Page 1
i -
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W01-83,titled"Series-238 Designer Fixed Window",sheets 1 through 8
of 8, dated 12/27/01, with revision E dated 08/13/14, prepared by Ai-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. 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)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No.
HTL-0080-0303-96 and RTL-0080-0502-97, dated 03/05/96, 05/01/97 and 05/02/97,
all signed and sealed by Timothy S. Marshall,P.E.
(Submitted under NOA No 96-0603.07)
3. 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.
(Sub.,nitted underNOANo. 96-0603.07)
f Manu�rez,P.E.
Product Cont xamiriet•
NOA No.14-0903.67
Expiration Date: October 20,2018
Approval Date; December 24,2014
E-1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONT wm)
4. 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 FBG-Stn
Edition (2014),dated 07/16/14,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no
financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and
seated by Javad Ahmad,P.E.
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. (Stibmitted under NOA No. 09-0303.dl)
3. Laboratory compliance letters for Test Reports No.'s HTL-0080-0303-96 and HTL-
0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96, 05/01/97
and 05/02/97, all 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
seated by Gerard B. Sullivan,P.E. (Submitted under NOA No. 96-0603.07)
G. OTHERS
1. Notice of Acceptance No. 13-0606.07, issued to CGI Windows & Doors for their
- "Series-238 Designer" Aluminum Fixed Window - L.M.I.", proved on 08/15/13
and expiring on 10/20/18.
aA&eT crez,P.E.
L-1Product Contr Examiner
NOA o.14-0903.07
Expiration Date: October 20,2018
Approval Date: December 24,201.4
E-2
GENERAL WINDOW SECTIONS 'YnN0019 WImN ���
VENT i'ADIH Z p 3
D.L OPO. a
( MV-6 I/2' SURFACE APPLIED I^ d
7 6-w.TYP. FOALSOENZ NRNS O ..
HEAD/SILLCORNERO A O
6 AT DCII END AND Q,2 - IB'O.C.TIP.
a
o
_ _
a o O Q = C)
JL-
30 (
o 3 J m
B
ii ZI
11 3 i
FOR GLASS TYPES
REFER TO r ' 1 a o Lj
SHEETS 3, 4&5. L -- — ¢ o
A H
T 7 2 ttP. 0 3M
O.L OPG
O.L OPG M 3
TYPICAL ELEVATION
1' MIT Hmff xo VEMf HOG.
YAID]OW HEIGHT
EXTERIOR a
n �
3 == FOR MULLION/MULTIPLE UNITS, REFER TO 3
SEPARATE CGI MULLION
THESE VANDOWS ARE RATED FOR LARGE MISSILE IMPACT.I 3
SHUTTERS ARE NOT REQUIRED. o S
.— NOTES,
INSTRUCTIONS, THIS PRODUCT HIS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
USE CHARTS AS rouows. REQUIREMENTS OF THE FLORIDA BURRING CODE INCLUDING HIGH VELOCITY
--- HURRICANE ZONE(HVHZ).
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER
ON PAND VELOCITY.BLDG HOGHT,WINO ZONE LOADS TO THE STRUCTURE `
USING APPLICABLE ASCE 7 STANDARD. E g,.AVAD N D PRODUCT REVISED
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS CML mromPlyinSTeilh tlro Rohde 1 '•�
P SEE CHARTS ON LRE C 3 1N SIZE
5 FOR DL31CN LOAD M M 70692 lluild' Code r
S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. GA L•lya A«ew M' `
CAPACITY OF DESIRED GLASS SIZE fi4SED ON APPLICABLE til
LAND DURATION'
ANCHORING OR LOADING CONDIRONS NOT SHOVlN IN THESE DITMS ARE Bxpiralion Dale,vy �S o � S
STEP 3 USING CNNRT ON SHEET 7 SELECT ANCHOR OPTION NOT PART OF THIS APPROVAL
WITH DESIGN RATING MORE DWT DESIGN LOAD SPECIFIED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
AUG
IN STEP 1 ABOIL TiUI] 2014 gni node Pmdud Control arnwinq
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT V
STEP 4 THE,DIVEST VALUE RESULTING FROM STEPS 2 AND] COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWLLL MEET THE
SHALL APPLY TO ENRRE SYSTEM, REQUIREMENTS Of THE FLORIDA 9-00.CODE sheet 1 Of 8
WELDED CORNERS FISH PAR[I QUANT TIM.PTION MMM MAN?./.WPMER/RPSMRR6 2.085 �4
I Lgs186 4 FRAEIE 61163-T6 MOAUA OR EOUW. .100
2 Cdae] 4 VENT 6D63-T6 MORLIX OR EOUW. ,835
2A CGI-38]IG 4 VENT(NM Gt5) 6063-16 INDALEI!OR EOUN. Z S o
/ 3 CGI- 4 GLAZING BEAD 6063-T5 NDALIX OR EOUW. O
4 - AS RE00. GUZNC BEAD 6CRElY6 O 6'iNOM ENDS k 10'O.C.LW - /12 X 5/8'SMS 1510
5 - - (=ING COIMOUNO SR=E CE-1000(NON-NPACT) I 1 n p
6 - - GLAZING COLIPOUND 51UCONE GE-1200(pAPACT)__
L 1.625 a O to
fi - 6 1/2'%.090'SINGLE FACEp GU2INC TAPE IOA61 - I •625 Q,
] 0200 X190 AS REOD. VENT VIFATHERSIPoPPINC - SCHIEGEL 0-LGN 798 L o b V
8 - AS REOD. VENT SCIIfl55®1]'O.C.IPP. - /10%1'S5$MS
9 - 2/CORNER ETW.IE PND VENT ASSnJSLY SCRUM - 1
10%I SIAS
10 - 2/UTE SETING MOMEPpM WROUEIER BOSS SHOPE A FRAME O Q G p
0
2.215 04 W p
60 aW H
MITERED COPED 90'CORNERS ONLY 1500
C\ .875
VENT CORNER L�J—
o
ALL FRAME AND VENT CORNERS TO BE
SIL ; —5 3
SEALED VATH GE PRUF OR EOUN. I
\WN1.625----1 w O)
WELDED CORNERS 00\V VROTH WINDOW VRDRH WINDOW WIDTH WINDOW\%DTH o
K
PARTIAL CIRCLE TUMBSTONE ARCH TOP SQUARE OR RECTANGLE VENT pa
W
2.215— S2 a
-.160 w N 1�TT r m
V Z � 3Nj7n
M 03M�
.875 W
l— o
i —ogC
s+ 3 w
WINDOWMOTHWINDOW WIDTH \WND01V YRDTH WINDOW WIDTH
OCTAGON NE%AGON TRAPEZOID PENTAGON 1565
VENT(INSUL GLASS)
MITERED
_ W
MED COPED 90'CORNERS ONLY Ar
750 R
FRAME CORNER
.75}0 u 2 H g g
WINDOW LENGTH I YRNODW WWDOW LENGT
\WDITI H
- a
\� b ELLIPSE FULL CIRCLE HALF IR GLAZING STOP
B
I Fn9r.JAYMNp,OD PRODUCT REVISED
�LT
L----- --� FIA PEI]0592 ss mplyms ufih lfiA MIMI
0uildin,gCodc w
nnml
w1AIioR
vnrvoav!moTH a % a E
t
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN /.)1](j 2014 M IID dOP,.fttC-.l� draylin�g nono.
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT G J W01-83
CRAMS ON SHEETS 3,4&5 FOR GLASS sheel2of 8
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE.
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES Of IMPACT RESISTANT I'MDOIiS
110 SNUOERS OM"ND NO SMRIER9 REQUIRED 'NO BNUTTERS REQUIRED m
RUM TO SHEETS 6 AND 7 FOR INSTALIADON DETARS REFER TO SHEETS 6 AND 7 MR 1NSTALLATON DETA95 REFER TO SHUTS 0 AND]FOR INSTALLATION DETAa6 �� 1
WINDOW DIMS. CWS TYPE'2' MASS TYPE'3' WINDOW DAIS. C1A53 TYPE'2' I CUSS TYPE•a' WINDOW DIM9. GLASS TYPE'2' GIASS TYPE'a' Q
WI01H HEIMHT EXT.(+) INT.(-)EXT.(+) INT.(-) 1'ADRI HEIGHT EXT.(+) INT.(-)E%(.(+) INT.(-) MOTH HECK I=.(+) INT.(-)EXT.(+) INT.(-)
24" 110.0 180.0 110.0 180.0 24' 97S 9]4 110.0 120.0 I9-1/8' 110.0 210.0 _110.0 210.0 �d
30• 110.0 144.0 110.0 144.0 30' _ 67.2 67.2 9p.0 90.0 26-1/2' _ 110.0 166.2 11" 166.2
36' IIOA 120.0_ 110.(1 120.0 36' 78 Bob 50.8 90.0 90.0_ 37' 28 110.0 166.2 110.0 166.2 nQQ FO
42' 36' 110.0 120.0 110.0 120.0 42' 46.1 46.1 86.1 86.1 5]-1/8' 110.0 120.0 110.0 120.0 ®td u
48' 101.4 101.4 110.0 120.0 24' 1WA 10.3.0 110.0 120.0 19-1/8' 110.0 200.6 110.0 200.6 a
Q O
54' 81.8 818 110.0 120.0 30' 64' 610 63.0 90.0 90.0 26-1/2' 110.0 763.0 110.0 1630 Y
60' 74.7 ]4.7 110.0 114,3 36' a],3 47.3 90.0 908 1]• JB-3/B' 11a0 116.8 IIOA 116.0 G-,
n
1. 110.0 166.4 110.0 IWO 29' 87.5 874 110.0 120A SJ-1/8' 81.9 81.9 110.0 I1LB a O
30" 110.0 1424 110.0 144.0 30' 96' 56.3 5131 90.0 90,0 19-1/8" I Tax 185.] 110.0 185.7 Q a 1na.p
36' 110.0 120.0 I IDA 120D 36" 41.6 41.6 90.0 90.0 26-1/2• 110A 1252 110.0 147.2 Q W K
42' 42' 102.9 102.9 IOL9 102A 24' 108' 69.6 69.6 90.0 90.0 3]' S0^5/8' 92.1 92A 110.0 1168 a 3 ({
48' BSA BSA 1029 1022 30" 53.5 535 90.0 Sao 53-1/8' 66.6 66.8 85.3 85.3
54' 75.1 ]5.1 1029 1029 24' 120' SBA 588 Sao Bob) 19-1/B' 110.0 1775 110.0 1n.5 a W ly
60' 66.4 66.4 Bob 90.0 28-1/2' SIT" 98.1 110.0 120.0 Wel
24' 11 GA 153.1 1740 160.0 37' U.
68.6 68.8 110.0 lla2 E~�
30' 110.0 117.6 IIOA 120.9 53-1/8' S6.fi 56.6 811 811 3O
36' IOtA 101.4 110.0 120.0 19-1/8' 110.0 120.0 110.0 120D O
42' 48' 85A 85.0 102.9 102.9 26-1/2' 71-1/4' 85.2 6i2 110.0 120.0 Z
48' ]54 73L 90.0 90.0 37" 55.4 55.4 90.0 90.0 N
54' 68.4 68,4 908 90.0 7c a
60' 63.6 616 90.0 90.0 LL C
O
1/8'ANN.CLASS 3/16'ANN.GLASS O w
24' 110.0 139.0 110.0 154,3
30' 99.4 99.4 110.0 120D 090'Inlarloyer 890'I.W10Yor Z )�
36' 84.5 84.8 110.0 120.0 pp Sallox Clear Ad Color DWss Sa71ex Cl.,And CoW of.. 57 � N
42' 54' 75.1 75.1 102.9 1025 F By'Eoslmon Chemlcal Co.' By'Eastman Chemical Co.'
4B' 68.4 88.4 90.0 908 1/8'ANN.CLASS 3/1C ANN.CLASS I'l O 3M
54' 658 658 80.0 Bob GE-1206 1 I ESE-1200 N Z Z „
IES' 1 dA 119.0 1104 208 X, Bob -u SILICONE ; i I SILICONE 00
W 47 p
JO" 87.8 87A 110.0 120.0 I I to U�S
36" 60• 7{.7 7{.] 110.0 1141
42' 6G.4 66.4 90.0 9a0
4B' 616 63.6 90.0 908 10 AT 1/4 POINTS ON LUES 10 AT 1/4 POINTS ON LDES
WIDER TNN 36' VODER THAN 36'
54" 1SO 5l 10. BOA 5/16" NOMINAL 7/16' NOMINAL A
24' uOD 1124 So. 120.p GLASS TYPE'2' GLASS TYPE'S' S$
30' 821 82.1 110.0 120.0 R
36' Be 66.8 66.6 00.0 90.0 9 >N H a
42' 58.1 58.1 E.
90.0 YlOW.t'/NTH g 8
48' 56.1 56.1 90.0 90.0
241 105.4 110.0 1204
30' 74M 74.0 _ 110.0 120.0 WINDOW LENGTH_
36' 7Z' 59.2 59.2 900 90.0
42' 51.2 51.2 96.0 Sao IF .9.
48' {9A 498 83.9 83.9 - 3 �/� q b 0
Engr.MW NOAH PROONCTR EV'ISFA 4 I
CML orcom . reiW Dm Flaldn '�1
il/L /516 PE 70592 Uuitd"m,gftl1*a,.� ~
DAN.3Acttplo . 4' U aIJ'jJ� 3 k
NWIDTH AND LENGTH MMENSIONS CAN BE ORIENTED Ex0ireliu)1 D90�`� '" �B v -6 c
VERRGLLY OR HORIZONTALLY AS SHOWN. p�1�//f�(`ff �j'- •T
NOTE: / tdi (naacPmdn,l CD5De1� d..itlg o.
GLASS CAPACITIES ON THIS SHEET ARE AU6!� .01M1 v WO1 083
BASED ON ASTM E1300-09 (3 SEC.GUSTS)
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? I 1/2 1' �n9 oilse FaR�v CGI WINDOWS & DOORS ENGINEERS&PRODUCTDEYELOPMENT
'
12365.W.87 AUE
W-xamD �;c nuu xD uuvcc TMS sxED 10100 N.W. 25TH STREET MWNI,FLOWDA3=74
OD _ MIAMI, FL.33172 TE1.C3D5)?54S�aD FA%.C305)2—"S
To�xO s TEL(Sas)s93—es9a FM.(MM 583-6552
COMP—ANL\WO1—BSCG
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES
OF INSTALLATION ANCHOR$ OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS
EFER Irol� Ryti 9
RTo 6HELT 6 EOR-A9.5 RFEER TO S(EET 6 FOR OMW RET£A TO SHEET 8 EOR Ou- RE]Elt TO SHEET 6 FOR omaS I I AV
WWDOT 01H& UL(4) -DO,mus. fXL(4) VOROOT DWS, q7.(t) BLTnOIT OI'.
224- fIE1GH1 WT.(-) 211' IIDGHT INT,(-) {ROM xDCM IW.A II24' HOCHT W.(-) V8N0011 1 0 ¢
T{' 210.0 21• 210.0 2C 21p.p 2A
]0' 2104 JO' 210.0 JO' LIN
210A 30' 180.8 4
21MO 36• 2104 36' 1852 36' 155.6 30 - 'All
K OQ 210.0 42" 20].8 42' 16a1 42" 108' �j%�j• 2104 19' 2004 48• mu 48' �/51' 2104 54' 1174 54' 148.1 54• 1151 q y
60• 190.5 60' 161.6 W' 142.9 60' IOl.7 fTJ �MM
R21• 3G' 1]7'8 63' 1483 63' 141.1 6S 104.6 MUTUH AND LENGTH 011AENMONS CAN BE OR VUED C1 .
66' 2092 66' MI
S1" 170.9 66' lY 139.9 24' 210.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
W' 186.1 W' 158.] 69• 139.1 30' 1824 ®�m
72' 1851 Yl' 148.1 72' 138.9 J6' 158.9 Q 3
75 175.4 ]5' I3a.9 )5' 1252_ 12" 120' 13&0 1/4"DIA ULTRACON BY•ELCO'(FO-177 Mi.FY-155 KSI) ViZ._o
7a' Iso.7 78' 130.7 76' 119.0 4s• 1250 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES uO!
et' tsos e1' _ I4&I al' I= 54' 114.] 1-1/2°MIN.PENETRATION INTO W000
84' 1814 84' 140.4 d4' 125.0 24" 2104_
8T' _1734 87' 133• e7' 10.6 30' 184.6 THRU 1BY BUCKS INTO CONIC.OR MASONRY
90' Ifi6J 90' 127.0 9D' 111.1 36' 132' 157.9 1-1/4•MIN.EMBED INTO CONC.OR MASONRY 3a
24" 2100 24' 210.0 24• 210.0 +z' Immo DIRECTLY INTO CONC.OR MASONRY z
Jo' 110.0 ' 210.0 30' re0s 48' 10.0 7_7/0'MIN.EMBED INTO CONC.OR MASONRY 3
36" 210.0 J6' 1905 _ 3fi• 16fi.7 2C 20,5
42' 220.0 42' 175A 42' Its 30• 16].4 (1]4 M OR F DRI LNG -HEWS (GRADE 2 CRS) W on .�
TIOA 48' 16fi.7 48' 139,9 3fi' 114• 1429 INTO METAL STRUCTURES � 0 w
54' 207.9 SP 161b st' Ip.7 42' 1254 STEEL:12 GA.MIN.(Fy=36 KSI MIN.) w
eo" vsA fi0' 1WA fi0' 12,0 48• 112s ALUMINUM:1/8"THK.LAIN.(6063-T5 MIN.)
6J' 163.3 fi3' 195.5 63" 1220 24' 2082
42' - W' 7e' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rn N o
1905 fib' 1 W.0 6G 121.2 30' {56' 1701 O O N n
f 69' 17&6 69' 153A 69' II.A 3fi• IH4. U72 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
PY 16&1 7Y 1429 ]z' 1194 42' 1274 1 0 3 °'
75' 15&7 75' 1332 75' 118.5 INTO MIAMI-OADE COUNTY APPROVED MULLIONS(MIN.THK.= t/8") N z z-i
(NO SHIM SPACE) {� o
78' 150.4 78' 1]54 78' 118.3 W C) ,4r1
el' 171.4 el' 141.2 el" 1182 TYPICALD OICTANC
e+• 163] 84' 133,3 84' 1182
PERFORMANCE VALUES INTO CONCRETE AND MASONRY=2-1/2'MIN.
a7• 155,8 97' 1262 6Y 115.4 OF INSTALLATION ANCHORSMIN
[---'�
90' 149.1 90' 1204 24' 210.0 REFII4 To SHEET 6 FOR OET LS INTO
W000 STRUCTURE= 1"MIN.
INTO METAL STRUCTURE=3/4"MIN.
24' z10A 24' 2104 30• 20&7 TW00T ow. OO•(4)
Jo' 2104 Ja' _ 210.0 36• let.a mDTH HE4W -.(-) W000 AT HEAD,SILL OR JAMBS SG=0.55 MIN. �y
Js' 210.0 JB' 2082 42• IW2 19-1/a' 210.0 CONCRETE AT HEAD.SILL OR JMSS tb-7000 PSI MAN.
4z' 21o.0 a2' 190.5 48' IsO.o 26-1/2" zlap C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm-2000 PSI MIN.
48' 210A 48• 178.6 54" ea 140.4 37• 26' 210.0 w 2 u o
54• 200.0 54' 1704
60" 1332 SJ-I/a' 210.0
GO' 166.7 W 160.0 BY 13&6 f9-1/e' 2104 d
63" 48
, 153b fi3' 6e" 145.1 fib' 1292 26-1/2' U,_3/8- 210.0
178.6 1. _ 165.3 69' 1264 __ J7' 210,
69• 151.5 TY 125.0 63-1/e' 210.0 v 8 <<
72' 1562 1. 139.9 75• 1234 19-1/e" 210.0
75' 147.1 ]5' 129.9 TB' 118.3 26-1/2, 50-5/8, 210.0 -
7a' IJ&9 7a' 121.2 al' 122.6 37' 2104
B1' 157.9 et' 136.4_ 24' 2104 53-1/e• 2045
e4' 150.0 _ 84' 1282 30' 177.8 19-1/8' 210.0 _
87' 1428 B7' 121.2 3fi• 153.8 26-1/2" 210.0 En9n Al.AM=
90' 138.4 9p' 114.9 +2' 137,1 J], 6Y 171,9 CML PDRODUCTIiOYISF37
M PE F 70592 nlyiPg wTlNOw PblidB 1
46' 96• 1250 03 1/e' 118,0 CAN.3538 OOOding Code .F - �'.
54' 1154 19-1/e' __ 210.0 Ac[cP1Y��IKofr' pJ 4 $ L
W' 109.1 26-1/2' 74-1/4" 210.0 /nn1
63' 1092 37' 1745 U '�
o.
66' 1034 53-1/e' 142.1 QU 2�)4 hliuni WAe P[OdndDonVOT 1 drow'Og 3
fig' IOIA
( � W01-83
n• IcO.o sheet 7of 8
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUESIA.TI AINILTb1 DUCK FRAMING J)FTAIT S t.
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER TO SHEETS 3 THR11 6 MR IYWD01'!GPAtl11E9 `HLT
INSTALLWT N ANCHORS INSTALLATION ANCHORS INSTALLA N ANCHORS INSEALL4 N ANCHORS USE LOWER SHEETS
TH VALUES Lm --------
AT
1
ANC'0. moo M. ANplpli4 ANCIIOP9 AXCH0R9 ..1085 ATIOlOR6 ANR1099
VWOaV DMS AT 3>"D.C.AS IO'O.0 VMOOR DAIS. AT 11'0.0 AT f0.0 BIROM DIMS. AT IY O.C.AT 10'0. RWDOV OHI% di IY O.C.AT 10.RS0.0 2500- Z m 3
CM.(+) EXT.(+) EM.(4) EM.(4) CM.(+) DD.(4) W.(+) I1« F q x
IIOM NEYM DIT.(-J Drt.C_) H1om HSe H 1NL(-) INr.l-) -I REIGM P!L(-) OR.(_) WIDTH IIBLM WL(-) INi. IP.-. Au F'.065 Q y v
24' 707e 2104 24' 1582 21DA 24' 1385 1918 24' 121.2 1904 pfi5 +7,092
30' 189.9 210.0 30' 138.4 204.6 30' II&6 1632 30' 100.1 _ 15].3 I
181.7 210.0 JB' 123.1 181.7 J6' 102.6 1416 38' 86.2 135.E 562 LITS Q
42' 1385 181.] 4Y 115.1 1121 4Y 93.1 1]OA 42' 108' 764 120.1 II � IL 1G
..j
48' 14).] 184.7 48' 1108 1682 48' 8fi.6 121.2 46' 69.3 108.8 F-1.9}8 903 Q I3 0
54' 1211 18N7 Be INA _164.1 5d• 82.1 1119 54" 618 IOOJ .125 t r
FA" lass 1589 60' 895 1347 W 79a 110.8 Be. 99.7 939 ALUMINUM BUCK OPTIONAL COVER °o W
83' 985 IJ2.4 6]' 821 143.6 63' 703 109.4 6J' SJ9 914
36' _ 51' JZ' 6063-T6 6063-TG Q n<C I
Be` 115.4 161.6 66 94.] 1324 66' 77.5 10&5 24' 1211 184.7 Q tt
69' 1088
SLI 69" 81.9 I2].I 69' 77.1 10].9 30' 1012 152.0 O
)2" 1028 143.6 72' 82.1 114.9 72' 7e.9 la).] 36' 869 130.1 �+ Cj
75' 973 1555 75' 76.9 [23.1 7S 71.0 107.7 42' 120' )&7 115.1 914 SIAS -♦;
AT 6•FROM ENDS I�
78' 927 14).] Te' 124 1159 78' 68.0 1055 48' 692 1019 el
I7'O.C.MAX. Q
81' _105.5 110.7 Ot' 82.1 109.4 Bl' 719 &&5 54' 635 952 AT HEAD/SILL/JAMB
81' 100] MIA Be 779 -.6 Be fi92 1018 29' 124.7 180.1
eY 992 1445 87• A9 1104 87' 65.2 9)e
30' 1023 147.7
90" 92J 1385 90• ]02 1095 90' 81.6 822 36' 132' e>3 126.4 O
24' 1663 2HID 24• 138.6 2A7A 24 125.92015 427 77.0 111.2
30' 18 H Z_
147.7 197.0 30' 1182 1772 30" 105.5 1688 41 692 100.0 n
3C 1385 184.7 36' 105.5 1582 36' 9T2 147.7 24' 1132 18&8 h X U)
42' _135.7 180.9 42' 97.4 146.1 42' 83.3 1332 30' 92-0 154.8 _
4Y 1367 175.9 IB' 922 ISBS 48' 789 123.1 38' 144' 79.1 131.9
5!' 115.1 1727 B9' 893 I3/2 5!' n.4 115.9 42' 695 1158
fi0" 97.4 116.1 6D 888 IS39 60' 692 Il0.8 r24'
8' 627 1..
78' aZ'1/Y b1Bl. .a� • 2
:3' 90.4 1587 Q. 80.6 I3]A 63' 85.1 108.9 r..41
184.7 EDGEU15T. 1%4"ONv ULTRACON68' 105.5 142) fie" 88.6 1282 6fi' 6].2 10].4 0' 156' 1509 1-1/4'WN.CONE EMBED9&9 IJ8.5 6Y 85.2 1192 69" 68.4 1x62 6' I28S AT 6'FROM ENDS)Y811 130.4 7Y A.1 IWe 72' 86.0 1055 2• 112.6SEE CHART FOR SPACING
75' 879 140) 75' 739 11&2 75- 65.7 105.1 INSTALLATION TYPE�5' AT HEAD/SILL/JMB N Z_Z�
78' el.l Wll 7B' 69.3 _ 1108 ]B' 65.6 104.9 PERFORMANCE VALUES w O
81' 954 126.6 Bl' )8.2 1042 81• 85.8 97.4 OF ALUASINUM DUCK W C7 p 2
84' __90.4 135.7 _ Be n91- 84' 65.6 10.3TNSFALUTION ANCHORS In U.->r
1. BfiJ 1299 8)' 704 1054 BY 619 95.9 ANC00B8 ANCHORS ( _)
90" 82.6 1218 90" 683 99.7 TL' ISBS 2079 VHImaTT DD19. AT 11'0.0 AT 1a•DA 914 SMS
EM.(+) M.(+) AT 6•FROM ENDS
24" 184.1 210A 24' 1519 210.0 30' 115.6 173.4 YAOIH ROOM W.(-) 1M.(-) 17'O.C.MAX
30' 1613 2015 30' 130.4 1825 36' 100.] 151.1 18-1/B' 2104 210.0 o AT HEAD/SILL/JAMB
36' 147.7 181.7 36' 115.4 _ 161.6 4Y 914 135.7 26-1/2' 2104 210.0
4Y 135.7 176.9 427 109.5 147.1 48' 8].1 124.) 37• 26' 1915 2104 \ d R
1303 1711 48' 98.9 I38S Be 778 x 116.6 53-1/8' 1529 210.0 - c 6:u r
34' 1104 1682 SP 94.7 132.6 60" Be 718 lime 10-1/e' 210.0 21MG �vs1 � �g
60' 922 1}8S 1. 6&6 1292 63' 72.4 10&8 26-1/2' M-3/8. 179.) 210. z
63' 852 1492 63' 80.4 1283 66' 71.1 10&7 P
66' �• 989_ 1385 66' IV 91b 128.2 69' ]0.1 105.1 5],1 1627 210.0
_ /8' 1225 183A
69' 823 129.3 69' 83.9 1175 72' 6&y _ 1039 19-1/8' 2p12 210.0
72' 86.8 121.2 72" 775 1083 )5" 6Bb 1029 26-I/2' 60_5/8• 161.1 201.4 I'MIN. 1/4'DIA.ULTRACON
)5' 81.5 130.4 75" ]1.9 115_1 )8' E5.6 1027 37' 13d.2 1678 1-1/4'NIK.CONC.EAfBED
)8' 78.9 121.1 ]8' 622 107.4 81' 6).9 1. SJ-1/8' 1113 I65.fi AT 6•FROM ENDS
SEE CHART.iOR SPA(:INO
el' 814 111.8 81' 75.5 100.7 24' 11&7 -197.9 19-1/e" 156.1 210.0 AT HEAD/SILL/JAJAB
B{' 8].1 124.7 Be 71.1 106.) .TO' 98.5 164.1 26-1/2" �. 1214 210.00 �
87' 79.1 If&7 87' 5T- 1C0.7 J6' 85.2 1421 PRWNCFNDVI�P Fn .NVAO l3NA0 1
37' 969 169.6 Ng RD I �i�TION TYPE'6' 91 CML '
90'
75.5 Il]J 90' 818 95.4 42' ]6.0 126.6 5]-1/B' 82.4 144.2 Blulaing(bQg(1i OOD BU K OR WOOD STRUCTURES FLL PE S! �
48' Be. 693 IIS4 I9-I/8" 1812 210.0 Aunep-Not. O .C7 Fes•
1 54' 81.2 107.1 T6-1/2• 74_1/4• 123.4 I9)A [... l $ B o 5
Be, 80.4 IOflJ 17• _98.> 154.) Dy
63• 589 982 53-1/8" 78.7 126.0 MtmlfNe 6h9du91 C9n1� dr0Yri0D 0.
68" 57.6 ---;-
]
69' 56.4 944 TVP{CAL INSTALLATION DETAIL WO1-B.3
a" Ss.4 923 ON ALL FOUR SIDES/USING ALUMINUM SUCK ST'STEM sheet8m( 8