HomeMy WebLinkAboutProduct Approval (2) ST LCC E� p4-L DINLoll
• 1€tEV1EINTI)FOR COMP UNCE
R 'rl JUN 24 170116REVIE'.1'iD BY
]DATE
MIAMI�DADE
TNS AND rER I1T.-M i BE 1CP ®N3011
°PR NO INSPECTION%I-ILL BE MADE. y�tin-DADECOUNTY
o �- PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONO1%1IC 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) Avmv.miamidade.gov/economy
CGI Windows&Doors
10100 NW 251h 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 REP. -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AM.
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 AW(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"23$ 'ite%'Alumzitum riecl' (rt`dcisr7 :M
APPROVAL DOCUMENT:Drawing No.W01-83,titled"Series-238 Designer Fixed Window",sheets 1
through 8 of S.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.
NhSSILE 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.
t
NOA No.14-0903.07
MIAMlDADECOUNTY T. Expiration Date: October 20,2018
Approval Date: December 24,2014
Page 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 Al-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.
(Subrnitted tinder 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 HTL-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 tinder 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.
(Submitted under NOA No. 96-0603.07)
_.._..�
'-7111awwalk, 4��.
Manu Prez,P.E.
Product Cont xamijidt•
NOA No.14-09Q3.07
Expiration Date: October 20,2018
Approval Date: December 24,2014
E-1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTwum)
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 FBC-5th
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
sealed 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. (Submitted under NOA No. 09-0303.01)
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
sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 96-0603.07)
G. OTHERS
1. Notice of Acceptance No. 130606.07, issued to CGI Windows & Doors for their
"Series-238 Designer" Aluminum Fixed Window — L�=Zn
M.I." ved on 08/15/13
and expiring on 10/20/18. €``,�
Ma -eTerez,P.E.
Product Ci�ntr Examiner
NOA o.14-0903.07
Expiration Date: October 20,2018
Approval Date: December 24,2014
E-2
GENERAL WINDOW SECTIONS Vn1IDwv YnDTH ���
VENT WIDTH z 3
mY-z• e
( _ 1 D.L.OPO. O EI d
SVRFACE APPu. s
6'LOX TIP. MY-6 1/2' FALSE MILKING PY.a o
7 HEAD/SILL OPTIONAL (0ERS
�O
O /1 AT EACH END AND �Iw A — o g
—V—,S•D.D.TIP.
5
oOV�aygzX¢',
Q�Ya'Lio3(tFOR GLASS TYPES 4
REFER TO a O
w
SHEETS 3, 4&5. 07 Z 3O�N30o9
M
D.L.DPOTYPICAL ELVAON Z
HEIGHTWNW HEIGHT DOLV HECK
EXTERIOR
'l
U_
o
FOR N•ULLIDN/MULTIPLE.UNITS, REFER TO 8 'w
O SEPARATE CGI MULLION N.O.A
P- T'
B 8
THESE YANDOLYS ARE RATED FOR LARGE MISSILE IMPACT, 3 3
SHUTTERS ARE HOT REQUIRED. m 8
NOTES: o fi
INSTRUCTIONS: IRIS PRODUCT ILLS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - g=E o
USE CHARTS AS MLLOO5. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(WHZ).
STEP I OETERMWE DESIGN WIND LOAD REQUIREUEN7 BASED WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER oc
ON VdND VELOCRY•TAOG HEIGHT,WIND ZONE LOADS TO THE STRUCTURE. r.,IAYAD RMlID
USNC APPLICABLE ASCE 7 STANDARD. E'W CIVIL n.5
RDVISFA
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS RA PE 170592 —plyins'Qh 11.s ab ry #
STEP SEE CHARTS ON SHEETS J THRU 5 FOR DESIGN LOAD EMCOEOMENT TO BASE MATERW.SHALL BE BEYOND WALL DRESSING OR STUCCO. W,,,yT6
CAPACITY OF DESIRED CUSS SIZE BASED ON APPUCABLE Attcplantt M' '!' �+ a y
VMD OURATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Cspi Lien Dne/,� !g % a
NOT PART OF THIS APPROVAL
STEP 3 USMG CHART ON SHEET 7 SELECT ANCHOR OPTION py 7I� 0
VAIN DESIGN RATING MME DWI DESIGN LOAD SPECIFIED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MiapH Dade Pmducl Control s drOLring no
N STEP 1 ABOVE. AUG 2014 WO1-83
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT
STEP 4 TRE LOWEST VALUE RESULTING FROM STEPS 2 AND] COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG.CODE. sheet 1 of 8
WELDED CORNERS RSH PARI/ ODANTITY DMOTPITON DAYERW. NRNP./SUPPLIER/RuARR6 lu
TYPI CG-386 4 E1LA6E 606]-TB INMLEX OR EDUW.
2 CG-387 4 VENT 6063-T6 IN04EX OR COON. ' 935
M M11071G 4 VENT(NSOL Cl S) 6063-T6 INOAIEX OR EOUV. Z 3
_3 CG- 4 GLAZNG sm W63-M 0{0/Jq OR EOUN. o
I / l 4 AS REQO. CLkUNC BEAD SCREWS 0 6'FROM 04M k 20'O.C.I.M. - /12 X 5/8'SEIS 1.510
5 - - GLA2ENC COMPOUND VUMNE CE-1000(NON-NPACt) 1,625 O i3 v
5A - - CIADNC CONPOUNO SILICONE GE-1200(MINCT)__
6 - 4 1/2'X.MO'SINGLE rACW OWING TME I= - I .625 Q,
7 0200 X190 AS REDO. 2 VE0AIHE M-,PPINC - SCNLECEL 0-LON K O
R.O. VFtff SCRFWS O 17'QG S5 SMS �E 798 O h
B - 2/CORNER FRNLE M'D VENT ASSEMBLY SCRDyS - 110 X t-1/4'S5 SMS (�O P~W1 q
10 - 2/WE SETING W.00N F➢OM DUtOYETER 8033 SHOftE A FRAME c Q Q
O
2215
00 ij
160 Q�s�
162i4^'
z Jae O
MITERED COPED 90'CORNERS ONLY
VENT CORNER i \\�, 8 `\` 3
ALL iRAME AND VENT CORNERS TO BE
3 L .750
SCALED t91TH GE SRPRUF OR EONV. I
1.G25---I U)
YIELDED YlElDEO CORNERS
MOON WIDTH VEMDOW MOTH ..D.Y80M WINDOW 111. X K
PARTIAL CIRCLE TNMRSTDNE ARCH TOP SQUARE OR RECTANGLE VENT OQ 6
—2.215---
.160
215-- 160 yl Nf`O
G V O �N10b
M 03M°i
�♦ LC♦� .��.
Z
1500 _z 1,i n
��� ♦♦�� �� So ��� I .100 975
4O_DOW VADTH NW00YE WIDTH �\YMOOW YlIDTH WINDOW WIOTH O
965
.4C76fiQB jjFXAGON TRAPEZOID PEN7AG4b
VENT(INSUL GLASS) qq
o b€€^
MITERED COPED 90'CORNERS ONLY
FRAME CORNER .750
O
r-- ---T
♦ I WINDOW LENGTH I VANDOY!MDTH WINDOW LENGTH Li
GLAZING STOP ;E'+
1 FLLIQS[ FULL CIRCLE HALFF CIRC E
I i Cn9r:JAVAO AHYAD PRODUCI'RL\'ISED F 1
L----- ---J FSA PE l 70592 °S�mPlyi�ndh lEm Fioddq
GAN. 639 OYildinB Code p�
nnmLalTAtm1�'
4l P.zPENion lhm
VlINDOV!\WOTH n�G�/� o
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN GU6 2014 M'%n Ul cPmdunConva7�, dr u g no.
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT J N(Ol—83
CHARTS ON SHEETS J,4&5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE Bheel 2of 81
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHURERS REQUIRED NO SMIMS REQUIRED -NO SHUTTERS REQUIRED 1�
REFER TO SHEETS 6 AND 7 FOR INSTALLADON DETAILS REFER 70 SHEETS 6 AND 7 FOR INSTALLATION UETARE REFER TO SHEETS 6 A40 7 MR INSTAUARON DETAILS 1
WINDOW DDIS. GLASS TYPE'2' GLASS TYPE'0' DINUOW DDIB. GLA65 TYPE'2' GLASS TYPE'3' WINDOTI DIMS. CIASS TYPE'2' GLASS TYPE'0' 3
WORK HEIGHT jEXr TNT.(-)E%f-(+) IHT.(-) 1YIDRI HEIGHT EM.(+) INT.(-)FST.(+) IHT.(-) WIDTH HEIGHT EXT.(+) INE(-)EXT.(+) IHT.(-)24' 180-0 110.0 1804 LI
975 9]5 110.0 120.0 I9-1/6' 110.0 210.0 110.0 210.0 14{.0 110.0 194.0 _ W.2 67.2 60.0 90.0 2fi-I/2' _ If0.0 16G.2 110-0 166.236" 120.0_ 11D.0 120.0 SOb 50.6 90.0 90.0 37' 26 110.0 168.2 110.0 _166.242' 36" TWO 110. 120.0 46.1 46.1 EGA 86.1 53-1/8' 110.0 120.0 IlOA 120.0 T� In
48' 101.4 410.0 120.0 TOM TOM 110.0 120. 14-1 8" 110.0 200.6 110.0 200.6 �O54' 84A 410.0 120.0 ' 63.0 63.0 90.0 90.0 26-1/2" 38-3 e• 110.01610110-01610 o]4.7 110.0 114.3 475 411 90.0 90.0 J7' / 110.0 116.8 1111.0 116A (�0 PNS
24' 110.0 166.4 110.0 168.0 87S 875 IIOA 120-0 53-1/8' 81.9 81.9 110.0 1126 a C1
30" 110.0 1425 110.0 144.0 ' __56.3 585 90.0 90.0 19-1/8" 110.0 185.7 110.0 185.7
36' 110.0 120.0 110.0 120.0 ALE 41.6 60.0 90.0 26-1/2' 110.0 1252 110.0 1472
42' 42' 102.9 102.9 1026 To" ' 69.6 69.6 900 90.0 31, 50-5/e" 92.1 92-1 110.0 116948' BSO 85.0 1029 1029 53.5 535 9010 9010 53-1/6' 66.6 66.6 85.3 8U54' 75.1 75.1 1029 1029 ' 58,8 SB.B 90.0 90.0 19-1/8" 110_0_ 1]75 110.0 1775 Z 01
60' 66.4 66.4 90.0 90. 28-1/2' 98.1 9&1 110.0 120A W sl
24" 110.0 153.1 110.0 160.0 J7' W" ME ME 110.0 110.2
30' 110.0 11].6 IIOA 120-0 53-1/8' 56.6 56.6 81.3 au 3 n
36' 101.4 101-0 1104 220.0 19-1/8" 110.0 120.0 110.0 120.0 Z
42' 48' 854 890 1029 102.9 26-1/2- 74-1/4' 85.2 852 110.0 120.0 3
48' ]55 755 90.0 60.0 ]I' 59.4 514 90.0 90.0
54' 68.4 68.4 90.0 90.0
�F
60' 6J.6 6].8 90.0 40.0 � O r ^
24' 11010 1349 110.0 154J 1/8'ANN.GLASS 3/16'ANN.GLASS K 0
30' 99.4 99.4 110.0 12MO 090'Int,40yar .090"
36'
1Clmr And Color Glasa
36' 84. 649 110.0 12MO p S.I-Cl...And Color Gla.. S.By'Eosl., nd C.I9l Co-' w
{2' 5{' 75.1 _75.1 102-0 102-0 F By'EaalmOn CheMeal C0.' y N
48' 6B.{ 68.4 90.0 90.0 1/8'ANN.GLASS J/16"ANN.GLASS M Q 3 w
54' 65.8 65. 80.0 80.0 it GE-1200 1 1 I GE-1200 Z Z
60' S9.D 59.0 60.0 600 - SILICONE I ) SILTmNE
24" no.o 1184 nD.o 120.0 5 1
30" fiz6 879 nD.IT 120.0 I ,I' w U og
Un
36' 60' 74.7 74.7 110.0 119.1
42' 60.4 68.4 9010 90.0 Y
48" 6J.fi 83.6 90.0 6010 10 AT 1/4 POINTS ON LITES IO AT 1/4 POINTS ON LDES
WIDER POINTS J6' YfIOER THAN 36'
54 10 E49
00.0 00.0 5/16" NOMINAL 7 16" NOMINAL
24" 82A ItoA 120.0 /
30' _821GILD 90.0
GLASS TYPE'2' GLASS TYPE'S' �6„
36' 86" 66.6 90.0 90.0 - N c 0
42' 56.1 90.0 80.0 YlOW.WIDTH k
48" 96.2
24' 10.5.4 110.0 120-0
Sa' 74.0 110.0 120.0 1'oNDOW LFNGM72' 59.242' 51.2o .48' 499 B1.9 819 � //
Eng,..I.WAD ADuO PROOULT ILHL'LSED
cML a. nF1y4n6.amm4NwldR j
FIA PE/]0592 UuilJinD Cadc
M4.ff: CAN.35J8 Acttplwlrc
Ba haliml Dote
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED DTP •G✓/B v R
VERRHOW
WALLY OR HO0MALLY AS SHOWN. e "
NOTE: M DadeProducl Control'• drowi g` o.
GLASS CAPACITIES ON THIS SHEET ARE AUG .nta li W��-83
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
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revisions: SERIES-238 DESIGNER FIXED WINDOW ,AL-FAROOQ CORPORATION
A O E I� nO Oe descriptionFllGINEERS&PFOOUCT DEYEIAPM_ �a
CGI WINDOWS & DOORS ! 5s9ssw.s7nve '
o e<o a°S18' "� 10100 N.W. 2:TH STREET MIAMI,F.4Po a317a �.
Sr•K.D !a I'm xo cuvcc nas slir
o 9T.J1.+s
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Lv.Fur 9m rowiars MIAMI, FL 33172 TEL(OO5)=a48100 FAx.csos�=szcs�a U
I�c aauu m1.rec hl.(JOS)59J-6590 FAX.(JOS)593-6592 COMP-ANL\WO1-BJCC
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUESPERFORMANCE VALUES
OP INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS lrotr-- Rj t�7
III_10 SHEET B EDfl ORAM1S RF]FR TO SHEET 6 10R.Ef0.M15 REEEA TO SHEET 6 FOA.ETNLS RDEN TO SNEEI a IDR OETA95 IV
RINDOR III- (y) _DMt..M9. TNI. HO
(y) RINOOR.LYS. W(y) RLNDOR DIM. W.(y) o Q I%
Y]URI IIEIHE,- Mt.(-) 14101E IIDq(t (-) 5'IO7M AR (-) 111.01 HOCNi MT.(-) VANDOYI I 16141
24• LENGTH
x10.0 24• 210.0 24• 210.0 24' 210A %� F E a
]0' 21210.0 _ 301 210.0 30• 219.0 JD• MCA _
JB' 0.0 36• 2104 36• 185.2 _ 36, 155.8
4 'j% o F O
48'2' 210.0 4R' 20].8 42' 168.1 42' 109' 137.8
210.0 49• 298.5 48• 158} 18- 125.0 3 3 a o
54' 2104 54' 197.5 _ 54' 148.1 54' 115.2
90• 190.5 60' 161.6 80' 1429 so' 107.7
6]' ]6' 1773 63' 84• 118.1 63' 72' 141.1 BJ' 104.8 yOADTH AND LEN IN DIMENSIONS CAN aE ORDERED
�¢
66' 209} 66' 1]0.9 66• 139.9 24• _210.0 00
a WQ O
VERTICALLY OR HOR120NTALLY AS SHO'fR4 h80VE. > g
6D' 1841 69' 1547 69• 139.1 30' 182.8 Q
72' 1851 Tt' 14&1 72' 13a9 36' 15&9 Q K 3 s
13' 175A ]5' 1389 75' t2B1 42' 120' 135.5 1/4'DIA ULTRACON By'ELCO' (FD-177 Mi.Fy=155 Km)
71' _ 1647 79' uDJ 1- 1194. 411• 1250 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
495 i LNi,
ef• 1 91• 148.1 al' IJS} 54' 114.7 1-1/2•MIN.PENETRATION INTO WOOD w
84' 1813 _ 84' 1404 44' 1254 24' 210.0__
8T m9 W' ]3• 87• 1173 so• 194.4 THRU TOY BUCKS INTO CONIC.OR MASONRY
90' 166.7 90• 1x7.0 90' 111.1 36' IJ2' 1579 1-1/4•MIN.EMBED INTO CONC.OR MASONRY Q
24" x104 24• 2104 14 210.0 42' uB.D DIRECTLY INTO CONC.OR MASONRY z
30' 110.0 2104 30• 1905 48' 125.0
1-1/4•MIN.EMBED INTO CONC,OR MASONRY 3
S., 210.0 a6' 1905 _ J6- 166.] 24• 24.6
42' 210. 4Y 1753 42' 150.4 JO• 191.4 a14 MS OR C F DRI IN• CRE(VS (CRCDE 2 CRS) W
48' Ifia] 144' X
4a' In. 39' 1428 INTO METAL STRUCTURES 0 w
6a 2073 s4' -.D54' 13.47 42' n&4 STEEL: 12 GA,MIN.(Fy=36 KSI MIN.) w 0!Y
eo• _ 1733 fiD' tso.. ao• _ USA 49- n2.5 ALUMINUM:1/8"THK.PAIN.(6063-T5 MIN.)
6Y '163} fiJ' 145.5 63• 1224 24 208.3
42' so• 7e• - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N F^m
88' 1805_ 68' 180.0 fifi' 121.2 30' 156' r_170.2 0 3 GN7M
f 69' 17&6 69' ISJ3 fig• 1189 as- 144.5. N12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
]2' '0&t ]2' W1112
72• 119.0 42' +x74 MNMI-DADE COUNTY APPROVED MULLIONS(MIN.THK.= 1/8") r Z• 7s• 7s Hes (NO SHIM SPACE)78• 1504 79' 78' 118}81' 11174 et- eY ilea TYPICAL FVCE DISTANCE 3ar 1&13 84' a4' 1163 PINSTALATIO YAW TS INTO CONCRETE AND MASONRY I 2-1/2'MIN.eY Is5.9 aY e]' 115.4 OP[NSTALWTION ANCHORS WTO WOOD STRUCTURE 1"MIN.24• 2140 IRFFl4 TO S.-B fOR Dams INTO METAL STRUCTURE=3/4•MIN.
24' 210. 24' x10A JO' 2083 R1N90R DI=. 01T,(y)
30' 21D.O 30' _ 21.4 36- 1913 .01H REwHT W.(-) WOOD AT HEAD.SRL OR JAMBS SG-0.55 MIN. G
3s' zIOA 38• 2ofia 42' 163} +s-1/a' 210.0 CONCRETE AT HEAD.SILL OR JAMBS I'D-3000 PSI MIN. «Y
4Y
2104 1. 1905 48' 150.0 26-1/2' 26- 2IOA C-90 HOLLOPI/fILLED BLOCK AT JAMBS('m-2000 PSI MRL p
C>>A O
{B' 210.0 48' 118.6 54' a4' 1404 37' 2104 3
54' 208.0 54' 170.9 GO' 1333 SJ-1/e' 2160
GO' 16&7 60' 160.. 63' 136.6 19-1/8• 210.
eJ' 48, 1533 8J' 86' 145.1 66' 1283 26-1/2• JB-3/9' 210. PS <a
66' 1783 6S' _ 1454 69- 1265 _ 37' 210.0___
G9' 166.7 69• 151.5 7Y 125.0 53-I/9' 210.8 'A
]x' 150} 72• 1]9.9 75' 1239 t9-1/a' 210.0 0 IN,75' 147.1 )5' 12&9 78' 118} 26-1/2' 210.0 O
50-5/8'
78' IJ&9 78' 121.2 81' 122.6 A' 21 a0
m
at' 151.9 81' 1]e.{ 24' 2104 5J-1/8• 2045
B{' 84• 1282 30' -- 177.8 19-1/e• 2104 _
87' 1429 B7' -121.2 as. 15].9 26-1/2' 63. 21 a0 Enpr.,1AVAIDUD PRODUCTRCVISED (r
90' 1384 80• 1143 42' 137.1 37' 114.0 01
M PEP 70392 mmMTO'F++Hh Oxfblid0 .�
4a' 96• 125.0 W-1/6• 14aA DAN•JS]B Ouil.in9
1 64' 1159 19-1/8' 2104 AC1fP1"�1 j�,�fj Pi E„
9 0
60' 109.1 26-1!2• 74-1/1' 210. ✓ -�
63' 10&3 37' 1]45 U - i=.
66' 1939 u-1/6• ux.+ 420
1h mlmDipm16 P4D6nn4Do0YdJ1, s
fig' 1013 C W01-83
1x1 mao sheal7.l 8
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE.VALUES AI.UMINLThI DUCK FRAMING- DETAIL-S ��["
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BACK REFER 10 SHEER 3 THPoI 6 FOR 7flN001]CA➢ACOi¢ J_
INSTALLh ON ANCHORS INSEALLA N ANCHORS INSFALU ON ANCHORS INSI'ALLAT N ANCHORS SE LOWER SHEETS
TH VHVES,
AHCH01O I ANCa0R6 ANLHOR9 am'. ANCHORS A.on ANIXORS ANCWOSS
WINDOW hlMa. AT 17'O.C.Ai 10,O.0 TIX..01419. AT l7.O,G AT 10'0 TH=CW OIH& AT lY O.G AT IO'0 RINDOB 0". li IT O.C.AT 10'OA 2500- .845 Z �.
FaT.(+) EKI.(+) En.(+) IX1.(+) Exr.(H) 1DR.(+) 3
151mH IIfiJP art.(-) e¢(_) maw xl3ap iHr.(-) 1N1.(-) OB111 HECHT WL(-> 1Hr.(_) MOO! NBOM wr.<-) MF.(-) .845
3t' 10)8 210.0 34• 15fl. 210.0 24' 1385 1919 24' 1212 190.4 ,065 .5921- (°
]0' 189.8 210.0 30' 13&1 204.6 30' 11&6 163,] ]0' 100.1 157.3 1-
I a Cj
Jfi' IB/.] 210.0 36' 123.1 184.7 D5' 102.6 143,6 DO" e&2 135.4 562 1-125 O gg1
42' 138s 184.] 42' 113.1 172.] 4r 93.1 IDEA 42• 105• 76.4 120.1 I_ IL(0
49• 113.7 184.] 48' 110.8 1682 4B' 86.6 1x1.2 18' 693 108.8 7.136 I �� O F p
51' 1211 1847 54' 109.4 _181.1 St' B21 1145 34• file IOOJ .125 J1 U 1,
Do• lass m&3 EO' 895 1343 60' 791 u6s 60' 59.7 931. ALUMINUM BUCK OPTIONAL COVER °o
63' 98.3 1]x,4 E]' BLI 1135 W' 782 t09A fir 5]9 91.0 0: M
fib' J6` 115.4 181.6 66• 84• 94.7 1]x.6 66• 72' n.5 foes 21' 1211 6063-T6 6063-T6 Q 6 Q
69• _I(MB 152.1 69' 6l5 123.1 69• _ n.l IO7.9 JO• I01> 1520
0�Bn0¢
72' 102.8 141.6 n' 62.1 114.8 72" 7&9 107.7 36' 689 1314
75' ENDS
972 1555 75' 789 1211 TV71. 101.] 42' 120• 7&) 115.1 914 STAS 2Z =
AT 6•MO.
18' 923 147.7 1. 724 1159 Te' 66.0 105,5 4e' 693 1019 17W�! .O.C.LOX
81' 1055 11&] B1' BLI 109.4 81' 719 955 54` us 953 Al HEAD/SILL/JANE
Bt' 100.7 151.1 84• _77A 118,6 64" 69} ms 24•
eY 993 1445 8)' 719 110A 87• 652 B)1. ]0' 102] 10.7
90" 923 1364 90' 1 703 F1771
90• 61.6 923 ]6' 112" 8)4 1x6.1 0
24' 1863 210.4 24' ISBs 21• 1219 2013 42' 71.0 111.2 7N 7� Z
30' 147.7 197.0 1. 11&2 ]0• 1055 3' 1385 1843 D6' 10 5 36• 923 147.7 24" N42' 1317 100.9 42' 9]A 12• 833 1333 30• 928 151.6 7< 0, W
1B" 1]5,7 1]55 18' 923 48" 7&9 1211 JB" 144• 78.1 IJ1.9 Q54' 115.1 1]23 54• 894 54• 72.4 115.9 41" 69s 115897.4 116,1 fi0' BBA 60' ]8• 693 I l0A 142'
' . •a 1/2'"N. .4e]' 90.4 158. 1. 80.6 W' 68.1 10&9 115.4 184.7 4 Ia N 4a
EDGE DIST: IN-DIA:ULTRACON W V)N n
42• 10&5 1173 66' 6U• 88.6 1203 66' 67.2 107.4 158' 9{3 1509 - I e 4 1-e "M.CONIC.EMBm ED 3 NM Fd
E9• 9&9 13&5 69' 85.2 119.3 fig' 66.4 1063 803 1285 ^ AT 6'FROM ENDS 0 MI
72' -911 130.4 72' 79.1 110.8 )x' 68.0 1054 703 1 1126SEE CHART FOR SPACING M O 3
75• 87A 140.7 75• 73.9 ii" Ir 6&7 105.I INSTALLATION ttPE'S' AT HEAD/SILL/JAMS 'In Z_z�N
78' 813 _1313 78• 693 110.8 78' 65.6 104.9 PERFORMANCE VALVES W _ -
61' 95A 1268 BY 7&2 1013 81' WA 97.4 OF ALUMINUM BUCK
ea• 9&1 135.] e4• 719 1108 81' 656 tOx3 (RETALIATION ANCHORS y U.-m
e)' .B6J -.5 Br 70A 1050 BY 619 95.9 ANc�u63 ANIX0R9
RINTOW DIVA A7 IY O.0 AT 10'&C 911 EMS
90' A24 12.9 90• 664 99.7 xC IDBS 201.4 AT 6'FROM ENDS
24• 1e4.7 ztD.0 z4• Is3.9 21B.D ]a' 1156 tn.4 m6ro HD6H1 mr.(-) 1Nr.(-) 17'D.C.MAK.
3D' 1613 2014 ]a' 130.4 1826 36, 100.7 151.1 I9-1/8 210.0 210.4 i AT HF7.D/SILL/dANB 1J
36' 147.7 184.7J6' 115.4 161.6 42- 914 135.7 26-1/2- 210.0 210.0 . 4448 C.
42' 135.] %m. 4Y 103.5 147.1 IB• e].1 124.7 ]7• 3E" lila 210. \V1 'nE
13&5 1711 48• 99.9 IJBa51' 774 118.6 53-1/8- 152.9 210.0 41 Wv
54' 110.4 1662 54' 941 1316 60" 94• 719 110.5 19-1/B• 2100 210.0 H
60" 923 ues w B&e 129.3 fir 7L4 1O&s 26-1/2• 38-3/B• 0.2z1Da '4 g
63• 852 1492 B3• S&4128.5 66' 71.1 106.7 J]' 1627 210.4
W 48• 86.9 1385 fib' w 91.6 1282 69' 70.1 105.1 53-1/8' 1 122-5 WE
69' _9z3 1293 69• 83.9 1176 72' 693 __ 1&19 IB-I/B 203.2 210.0
)x' 88.8 121.2 72' 7)s 108.5 ]6' 6&6 102.9 26-1/2� 50-58' 161.1 201.4
37' / I'RIN. 1/4'DIA.ULTRACON M�-
75' 81.5 IDEA 75• 71.9 315.1 76' 65.6 ID22 131.2 1671. 1-1 MIN. C.EM8E0
/4-
7876.9 1711 78' 67.2 107.4 el' 67.9 973 5]-1/8• 113.3 155.6 AT 6•FROM ENDS v g
SEE CHART.FOR SPACING _
Bi' am 116.4 el' )55 _ IOOI 24" 11&) 197.9 19-1/6• 156.1 210.0 AT HFAB/SILL/JNAR
et' _W.1 124.) 84' 71.1 10&7 ]p` 9&5 164.1 26-1/2• BJ. 121.4 210.0 PRODUCTIUiVI P
er 78.1 a&7 BY 6ix (cal J6" &9,z 11z.1 ]T 98A 169.6 �(. AI TION TYPE'6' Gy=.uvw AIMAD t
FlCfn;nl IA E
90' 75.5 11]3 9p` 87.8 914 t2' ]6.0 i2&B 53-1/B' 824 114.2 pluldmL•CoQBy yppD BUSSH OR\Y0�STRUCTURES M PE[�)�G592
N" eC 693 115.4 I9-1/e 161.1 210.0 Am-V-.NOf_ CO.•+»B e
51• 642 107.1 26-1/1 ]4_1/4• 123.4 18).a Lm J •��g n° $ 5
60• 60.4 10&) 37
6J' 584 98253-1/8• 78.) 1280 Align P10^uCA
86' 57.6 949 +/
c a arayl69 B
69'
5&4 94A TYPICAL INSTALLATION OETAII W��-s3
72" 1 SSA 923 ON ALL FOUR SIDES/USING ALUMINUM BUCK SVSTEAI sheet Bol 6