HomeMy WebLinkAboutProduct Approval (2) RECEP.7D JUN 24 7Q, C)6
s'f, ,UCIE COUNTY BUILDING DI�LSIO,N
MIAMI-DADE RE`dIEWED FOR CO;1ZP CE .
REVIMV0 RY l Ii RADE COUNTY
o DATE .. �OL SECTION
DEPARTMENT OF REGULATORY AND ECONOMWDOW1 G; 161US i BE treet,Room 208
BOARD AND CODE ADMINISTRATION DIVISION OR NO DiSPEC10,WILL� °2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) -*vvnvahiamidadt.gov/econoniy
CGI Windows&Doors
10100 NW 25't'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 f;8e ies` 38tD�s e>!"Al ri nu>at ecl ind v' Ii ll .
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.
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,
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 submitteddocumentation was reviewed by Manuel Perez,P.E.
NOA No.14-0903.07
MIAMt•DAUE CovAiTY T. A Expiration Date: October 20,2018
Approvat Date: December 24,2014
Page 1
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. HTL-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 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 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.
(Submitted unrlef-NOA No. 96-0603.079
ganupP rez,P.E.
Product Cont xamiA.&
NOA No.14-0903.07
Expiration Date: October 20,2018
Approv a1 Date: December 24,2014
E-1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTEWED)
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 Kurz,P.E.
(Submitted tinder 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-!P 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. (Subtnitted 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 tinder 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.", p roved on 08/15/13
and expiring on 10/20/18.
a�uuef erez,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 'wimov WIDTH Tgj`W-7� J
�tl 1
VENT WIDTH .L ,p 3
m9-1'
( I W 91-6 I/2' SURFACE APPLIED Y
6'MAX TYP. FALSE MUNDNS 3
7 CORNERS
OPTIONAL IG O
6 AT EACH END AND ��� A C u
O �I B'O.C.TYP. _ A'G
O i 4 I 6 ii ro a0�
w o =_
SI
II Z �
FOR GLASS TYPES
REFER TO _ B, 00 w
SHEETS 3, 4&5.
I 7 TYP. W to N n
1 x M l 83�i
D.L.orc.
TYPICAL ELEVATION
1' VENT NEK.IR � VFM HDGFD I' 11n 3 p"
of
\YLNDOW NDCHT W O—.�._.___ _ WP1W1Y HQGHf m U•-�
O
EXTERIOR
z �
n �
3 --- FOR MULLION/MULTIPLE UNITS, REFER TO 8
O _ SEPARATE CGI MULLION N.O.A. `°i ¢ Q
B THESE YANOOlYS ARE RATED FOR LARGE MISSILE IMPACT. ° 3
SHUTTERS ARE NOT REWIRED. R
It
— NOTES: a A M
INSTRUCTIONS• ^
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -
USE CHARTS AS FOLLOWS. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
-- HURRICANE ZONE(HVHZ).
STEP T DETERMINE DESIGN WIND LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER
ON WAND VELOCITY,BLDG,HEIGHT,WIND ZONE LOADS TO THE STRUCTURE. E aAVAu ALD/An °
USING APPLICABLE ASCE 7 STANDARD. °9e PRODUCTRUVISFID r'.,
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS [MlCAPAmLOLAPIymg oilh the Fl°dd6 L
FIA K i.70m
STEP 2 SEE CWJirs ON SHEETS]7NRU 6 FOR DE4GN LOAD EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR 51UCC0. 410
=WIND DU OF DESIRED GLASS SI7.E BASED ON APPUCADLE ARAND DURATION. ANCHORING OR LOADING CONDIDONS NOT SMOYlN IN THESE OETARS ARE CspiLofwn DnleIS eSTEP 3 USINGCHART ON SHEET 7 SELECT ANCHOR MDON NOT PAROF THIS APPROVAL. vVRTH DESIGN MIDIG MORE DW1 DESIGN LOAD SPECIFIED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.W STEP I ABOVE. 2014
MATERIALS INCLUDING BUT ONOTTHER
LIMITED TO S1 MATERIALS
HALLSCREWS,THAT W07—83
STEP 4 THE LOWEST ADPL VALUE TIRE SYSTEM.
FROM S1W5 2 AND] COME INTO CONTACT WITH RIHER DG.CO F MATERIALS SHALL MEET THE
SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG.CODE sheet I OT B
YIELDED CORNERS ITEM PATI]F I QUANTITY 11 IT cid—N -U.14. MANP./SUPPAIBft/R6UARKS 2.065
1 CCI-386 4 111141E606]-T6 INA OR EQWi. .100
2 CQ-367 4 YFNI 6067-76 DUTALO(OR EQUIV. 935
2A CGI vn a YENS(INSUL CIA55) 6067-T6 WOAIE%OR EOuN. 'Z m 3
3 C61- 4 GLAIINO BFAO 6063-TS WOALE%OR EOUN. Or M
j 4 - AS REOD. GLAZING BEAD SCREYYS 0 6'FROM ENDS h 20'O.C.LWL - 012%5/6'SMS I.S10 3p e2i a
/ 5 - - CLALtm COUPOIRIO SRICO.NE GE-1000(NON-OIDACT) I 1.625 IL O O [O.t
5A - - CL 2 CUP MD -SUCCUS CE-1200(0.1PACt) f— —I O�j
6 - 4 1/2'%.090'SWGIE FACED GwNG TOPE -- FbU1
] 0200%190 AS REOD. VENT Y1 TNEASTWPPING - SCHLFCEL Q-LON _ I I O
e - PS REOD. VENT SCREWS B 17'O.C.TYP. - }10%1'55 SMS -J 796
9 - 2/CORNER FIWSE AND VENT ASSEMBLY SCREVIS - a10%I-I/4'S5 S.I$
10 - 2/UTE SED BLOCK FPON DUROMETER BOSS SHORE A FRAME &S+I W p
0 a a o`yu�Q
2.215 W
_ 160 a�3�e
MITERED COPED 90'CORNERS ONLY
VENT CORNER S � $ `\ I .100 .875
t p
KL FRAME AND VENT CORNERS TO BE S 750 Z
SEALED WITH GE SRPRUF OR EQUIV. 3
1.625
YIELDED CORNERS vmOW VRDTH WWDOW Y'DOTH Y'nN00W YnOTH WINDOW WIDTH X K n
PARTIAL CIRCLE TUMBSTONE ARCH TOP SQUARE OR RECTANGLE VENT W OQ
2.215— CZ7 46
.-.. .y -.160 o V)N n
6p O n n
.100
`3 �a w UOS
LYINDOW V,.DTH WWpOY!WIDTH WINp01Y YIIDT� Y,IN001Y YIIDTX
1965
OCTAGON HEXAGON TRAPEZOID PENTAGON
VENT(MSUL G1n5.5)
e C E
MRFRm COPED 90'CORNERS ONLY _ 750 - 2
.750 g 8 g
FRAME CORNER - "\ \\ 3
2921
r
I
- —125
ELLIPSE FULL CIRCL }19(F CIRCLE
L u
.��. � I YANOOW IENCM � YONOOV!1WOIH I WINDOW LENCM _I -�y
GLAZING STOP g$
I E �0
�3 � cuou
I I
I I Ep JAVAO AMIAD PRODUCTREVISPJ) F 1
L-----------J MPE�LJ0992 vl mmPil•in6l��lhIM FIWfdO ry
CAN. , DvildinO Co
n«mmnle6f�-
Y, N 15xPinXvnlTW
l'nNDOV!WIDTH RY G,? -
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN /.)�(j Zd�Q MAnM Uode ProdvclCWlvO). df ng no.
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT L J WO1—83
CHARTS ON SHEETS 3,4 k 5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE sheet 2af
Pl?R@OR6IANCE VALUES OF WPALT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT NIND063 PERFORMANCE VALUES OF IMPACT RESISTANT 61NDORS
IA SHUTTERS REODIpLD NO SIM]ERS REONIRED -NO 9HU11ER9 REOIIWEA W
RFFER TO SHEETS 6 AND 7 FOR INSIALIADON MAILS REFER TO SHEETS 6 AND 7 EOR INSTALLATION OETARS REFER TO SHEETS 6 AND 7 FOR 045TALLADON OETAIS Q j
WINDOW DINS. G1A55 TYPE'2' GLASS TYPE'0• WINDOW 01119. GLASS TYPE'2' 1 GLASS TYPE'3' IRND6N D61S. I CW3 TYPE'Y CUSS TYPE'0' 3
WIDTH HEIGHT EM.(+) /NT.(-)EXT.(+) INT.(-) \WODI HEIGHT M.(+) IM.(-)ETR.(+) TNT.(-) VAOTN Haw EM.(+) INT.(-)EXT.(+) INT.(-) ZO
r 24' 110.0 1804 110.0 180.0 24' 975 97.5 110.0 120.0 19-1/8" 110.0 210.0 110.0 210.0 2 <
30' 1104 144.0 110.0 111.0 30' 78, 67.2 67.2 90.0 900 26-1/2" 1109 166.2 110. 166.2 ry
36' 1104 120.0 110.0 120.0 36' 509 50_8 90.0 90.0 37' 26' IIOD 166.2 1104 168.2 O n
42" 36' 110. 129.0 1104 1200 42" 46.1 46.1 86.1 86.1 53-1/8' 110.0 120.0 tID. 1200 0 Idi m
48' 101.4 101.4 110.0 120.0 24' 1034 10&0 110.0 120.0 19-1/8' 110.0 200.6 IWO 200.6 IL LL
51' 84.8 849 110.0 120.0 30' 84' 63.0 810 904 90.0 26-1 2" 110.0 16].0 110.0 1610
]8-3/e'
04 a
60' 7/.] ]4.7 110.0 111.3 36" 4]3 47.3 80.0 90.0 37' 1Ia0 116.8 IIOA 1169 0 p
24' 110.0 166.4 110.0 168.0 24' 87.5 87.8 110.0 120.0 53-1/8' 81.9 81.9 110.0 112.6 0' l0
30' 110.0 1425 110.0 144.0 ]0" 96" 565 56J 90.0_ 90.0 19-1/8" 110.0 185.7 110.0 185.7 0 a Q p g
36' 110.0 120.0 I IOD 120.0 ]6' 41.6 II.6 90.0 90.0 26-I/2' S0^5/e' 110.0 125.2 IlOA 1d72 y 0.
42" 42' 102.9 1029 1029 1029 14' 108• 69.6 69.6 90.0 800 J]" 921 92.1 110.0 116.8 Q C
48' 85.0 85.0 1029 1029 30' 53.5 5]S 90.0 80.0 53-1/8' 66.6 66.6 65.3 85.3 LL 2
54' 75.1 ]5.1 1029 102.9 24' 120' 58.8 589 90.0 90.0 19-1/8' 110.0 1775 110.0 1775 a Z
60' 66.1 66.4 900 90.0 26-I/Y 98.1 98.1 110.0 120.0 W eeell)
210' 110.0 153.1 110.0 _160.0 3]' �• 68.6 648 110.0 110.2-
30' IlOA 117.6 110D 120.0 53-1/8" 56.6 56.6 81J 815 30
36' IOTA 101.4 110.0 120.0 19-1/8' 110.0 120.0 110.0 120.0 z�
42' 48' 854 no 1029 102.9 26-1/2" 74-1/4' 85.2 8&2 119.6 120.0 �
48' 75.5 75S 90.0 90.0 3]' 55.4 55.1 904 90.0 N n
54' 6&4 66.4 90.0 90.0 X � o
60' .3.6 63.6 90.0 90.0 LL I.1 C
24' 1109 134.5 l700 154.3 *10
8' NN3/16•ANN.GLASS .O
JO' 99.4 99.6 1104 1200 layer 490"Inlerloyer Z ul
36' 844 849 110.0 120.0 ar AM Color Glass Saflez Clwr A"UW Glasa
42' S1' ]5.1 75.1 1029 1025 an CheMwl Co.' By Eaalman Chemical C9.' N N^m
48' 684 G8.4 90.0 90.0 NN.GLASS ]/16"ANN.GLASS „mi 0 3
54' 65.8 652 80.0 80.0 1
GE-1200ICEIN
60' 59.0 59.0 80.0 80.0 � SILICONE I) SIL2CDNE24' 11010 119.4 110.0 120.030' 120.0 N U36' 74.] 74.7 110.0 114.342" 66.4 611.4 904 90.0616 B].6 904 90.0 POINTS ON LITES 10 AT 1/1 POINTS DN LITES
HAN 36' VAOER THAN 36'
54' 59.0 594 BOB. BOB 5/16" NOMINAL 7/I B" NOMINAL
24' II0.0 1125 110.0 120.0
CLASS TYPE'2' GLASS TYPE'3'
30' 821 82.1 110,0 120.0
36' 66' 66.6 66.6 90.0 901
42' 5&1 58.1 90.0 90.0 VIOVI.YADTH q
48" 561 56.1 90.0 80.0 �� g
24' 105.4 105.4 110.0 120-0
30' 744 74.0 110.0 120.0 1-11NDOVY LENGTH_
36' 72' 59.2 592_-904 904 r - /�
42" 512 51.2 80.0 90.0 - o ��� O h^d
48' 499 49.8 83.9 87.9 // O o u
En9r.JWAO AHNAO PRODUCTREIVISDD 1
CmL U nydyinp,eilhlLe Nnida '�,
ilA PE/70592 Uuil PI-PI
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xDIE: CAN.lv6 IS Ivlo„aalJo 4• G
e.pielif,saR e $ 11
WIDTH AND LIN CM DIMENSIONS CAN BE ORIENTED GI/i l '
VEflRGALLY OR HORIZONTALLY AS SHOVM.
NOTE: / MDadc Prodncl Con0a1 dram g`eo.
CLASS CAPACITIES ON THIS SHEET AREWO1 83
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
sheet 301.8
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n a,1„ 1z-27--01 rev�slons: SERIES-238 DESIGNER FIXED WINDOWAL-FAROOQ CORPORATION
m O Y n0 o¢ ¢son on I Mol NEERS&PRODOCTDfiYELOPMENF
o m 1/2 ' 9 aalao w1c 9ay. CGI WINDOWS & DOORS 9235 SW.87 AVE
y ��°Y xaw3 C 111].11 Ns uurcC nns sxcct 10100 N.W. 25TH STREET MWM1•EI-DRIDA74
o ozsl.ls rsrv.Ern 9rn c�vns MIHMI, FL 33172 —(3os)naaei¢D FAN.(3¢5)28289]8 U
CaJ o `M`ny. c oaliu uaurto to sola r¢c TR..(305)593-8590 FAX.(303)S9]-8592 - COMP-ANL\W0}-83CG'
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES 8
OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR pETA29 RCFER N SHEET 6 FOR OETARS ROTA TD SHEET 6 FOR OETALS REEFR 10 SHEET 8 EOR pETAR3WD1, I.WDTH, j
nlNDax DMS. 11W008 OIM3. E%T(a) 1T1NW8 OW6 (4) 1¢YWR Dm- E%1(y)
-TH HEIGHT W.(-) t1WDI NC0q INF. & MT.(-) 6IDIH HEIGHT W.(-) O
R.
21' 21¢ WINDOI4 UINGIH0 21• 210.0 24' 210.0 24' 110.0
a0' 210.0 as, 210.0 1' 210.0 .10' 180.8
afi210.0 36' 210.0 as. 1852 J6' 1356 ;; ,x QFQ O
42' 210.0 4a" 101842' 168.1 42' 108• 137.9
48" 210.0 46• 2p0A 46• ASW {e' 125.0
51' 2I0A Sf' 197.5 54' 148.1 54* 1152 _
60" 190.5 W" 161.8 00' 142.9 60' 10].7 NO1F: O N
W' SG 1»3 83' 148.1 BS' 141.1 6J• 10{.6
54• 71" MOTH AND LENGTH OWENSIONS CAN BE OMENTED O
W' 2p1 66' 170.9 66' 139.9 2C 210.0 VFJROCALLY OR HORIZONTALLY AS SHPNN ABOVE. g a Q Q
W' 19Gt 69' ISA] 69' 139.1 30' 1829 A ydV1 1`
72' 1851 72' 148.1 7T 1369 ]6' 158.9
75' 175.4 75" fags 75' rasa 12' 120' IJ8.3 1/4"DIA.ULTRACON Bl''ELCO'(Poa 177 K51,fY.155 H51)
]e' _ TM7 7B• lao.7 7B' 119.0 {B• 1250 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a u D
e4• 1813 61• uaI et' lii,-O,
5a.7 1-1/2'MIN.PENETRATION INTO WOOD 6� 2
_ e4' 2a' zt¢0w• 1739 67• 133' 7• liEalY 184.6 THRU 1BYBUCKS INTO CONC.OR MASONRY
90' 166.7 90• 127.0 9D' ]6' IJ2' 157A 1-1/4'MIN.EMBED INTO CONC.OR MASONRY 3
a{• 210.0 2C 210A 24• MOO 42" 139.0 O
ap• 1m.0 DIRECTLY INTO CONC.OR MASONRY CT
zlo.p JD• 1903 48' 1zs.o 1-1/4'MIN.EMBED INTO CONIC.OR MASONRY
a6' 210.0 a6' loss a6" 166.] 24• 201.5
12• 210.0 42' 175.8 42• _ 150.4 30' te7.a �4 Mc GR f DR IN .RENIS (GRADE 2 CRS) W m
:a' 210.8 a8" 166.7 48' 1389 36• 11{•
s4 177 1419 INTO METAL STRUCTURES � 00
w
• .5 s1' 1 61.0 54' 130.7 1z' 125.4 STEEL: 12 GA.MIN.(FY-36 KSI MIN.) a
60' 1]sb 60' 1507 W' _ 125.0 48' 11zs ALUMINUM: 1/8"THK.MIN.(6063-T5 MIN.) z In j
ae• 12' 1 s or W" 145s 63• 76" 1219 za' 2050 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
_ 66' 150.0 6fi 1211 ]0' I56' _1]01 m O N�
f G9' 1766 69' ISJb Gs• I I- ss' 141-0. H72 SMS OR S LF DR M•SCR (GRADE 2 CRS) Ca 72' 1-1 72• 1419 72" 119.0 12' 1z7.0
75" sal 75• I33a 1. - 1165 INTO MIAMI-DADE COUNTY APPROVED MULUONS(MIN.THK.= 1/e'
7a" 15¢4 78• 1ssA 76' 1763 (NO SHIM SPACE)
o-R
BP 1]1.4 BI' 141.1 84' 1183 TYPI a 1Y
64• Ifi3J ea' 1]Sa 84' 1763 PERFORMANCE VALUES INTO CONCRETE AND MASONRY=2-1/2'MIN.
6Y 155.8 a7" 126.3 6Y 115A OF INSTALLATION ANCHORS INTO WOOD STRUCTURE= 1"MIN.
9D' 149.1 90• 120.0 24' 210.0 REFER TO SHEET 6!Ofl DETM i INTO METAL STRUCTURE=3/4'MIN.
2C 210.0 24' 21¢0 ]0" 208] 1TUNOR LIU& EBT.(t)
JO 21MO as* _ 217.0 afi' 161.6 D�oM HDGxT WC(-) WOOD AT HEAD,SILL OR JAMBS SG-0.55 MIN.
afi• zI0.0 JB' 2763 41• 16]3 19-1/B" 2104 CONCRETE AT HEAD,SILL OR JAMES fa-3000 PSI LAN.
42' 210.0 41' 1903 19" 15OA 26-1/2' 26• 21U C-90 HDLLON/FILLEO BLOCK AT JAMBS('m-2000 P9 MM. n B
48' �..210.0 48' 178.6 SC E4• 140.4 37' 21¢0 4 c€
54' 200.0 K' 170.9 W' I33a 53-1/9" 21¢0
GD' 1667 50' 160.0 6a' 130.5 19-1/8" 21-
6
,r 48' Isa3 W' 145.1 66' 1171 26-1/2' 210.0 3
fi' 178.5 a8-3/a'
_ 66' W- _ IWa 69' 12fi9 _ J]' 21¢0
G9' 166.7 69' 1513 Ir 115.0 M-1/6' 210.0
)2' 151 M' 139.9 75' 1118 19-f/e' 21¢0 _
75' 147.1 )5' 1298 78' 1183 26-1/2' 6U�5/6•
78• 13.09 78' 121.2 81' 1226 P' 210.0
et• _ 1519 a1" lae.{ 24' 210.0--750.-o
10.0 611/8• 2013 0
BC 750.0 _ B4• _128a- a0• - 177.8 19-1/6" 210.0 _
8]' 1419 or 121.2 30' Isle 26-1/2' 6T ]LOA Engr.JAVu0N0 PRODUCT REVISED 1z.--.
97 136.1 9p' 11{3 42' 13].1 Jl' 1]46 PE/70592 tOmT1L-,i,h 1119 Dlmida46" 96" 1250 53-1/e" 1488 DAN.J538 Dmldi09COde 154 I9-T/a' 21¢0 A-p-. ��y 60' IW.1 26-1/2' 210.0 �5
63' 101 J7' 1)45 VY._V-L unF •V
AU 2014 Mwn111-de Prodnc�TOonUd; l owing
66' Isis 5]-1/e' 1411 E VIJO1-83
fig' 1019
aheel7Df 8
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMWCP.VALUES ALUMINUM DUCK FRAMTN,�` nFTA�.;^7
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER TO SHEETS J MRII 6 FOR 14NOW!fA➢ACM6 �0
INSFALIA ON ANCHORS IN•STA13A ON ANCHORS INSTAILA ON ANCHORS IITSFAIJA ON ANCllOkS USE LOWER EFTS 3 R VAUIES. AF1�tl 11
RNOR6 -110F5 ANW0B9 ANatom AKCNOP9 ANO1015 ANCHORS AHCCORS bb q
NMOOtl 01115 Al I7'Of.AT 10'Of THR0W OMS. AT 17.0.0 AT 10.0 W..TANS. AT 17"00.A]f0'0. SINOOtl 01116 AT IY 0.0 AT l0"O.0 uoo- 545 Z r
(+) W.(+) W.(+) CIT.(+) CR.(h) EXT.(+) {FZ. p ZZ
{510M HOW! 9R.(-) 9R.(_) "1DM HOCAR MT.(-) IM.C-) PNnI RVOR 9R.(-) OR.(-) "IOM HORR 6R.(-) MT.(-) 896 I1.� .065 O
2t' 2975 2109 24" ISe3 210.0 24' 1365 1919 24' 121.2 180.1 .065 -ry.-2h- P W tHd a
30' 1-0 210.0 30' 136.4 204.6 30' 1166 I- ]0• 100.1 1573 I
3fi' 1841 210.0 W 1211 1841 36' 102.6 1416 36' 66.2 135.4 562 1-125 Y
42' 1365 1&.7 42' 115.1 172.1 42' 83.1 130A 42' 106• 764 120.1 J-_ � IL 1� Q
48' 147.7 184.7_ 49• 110.6 1682 48• 86fi 121.2 48• 69] 1088 1.436 12 Q
54' 1211 181.7 34' 102.4 181.1 !1' 62.1 1148 54' 6]8 1003 .125 r
rA• :6ss ua3 ao• 6965 743 so- 791 n02 so• 59.1 916 ALUMINUM BUCK OPTIONAL COVER 0•°oW A
0J' 96.5 172.4 W 8L1 143.6 63' 782 100.4 63' 579 91.0 K>
]6' 115.4 161.6 66" SC 947 1316 66' 72' 77.5 1083 24• 1211 161.7 6063-16 6063-TB O
69' 1086 152.1 69" 8)A I2J.1 69' 11.1 107.9 30' 1013 1520 W O
72' IO2b 143.6 W 62.1 114.9 72' 76.9 107.7 36" 869 130.4 X
)5' 972 155.5 75' 76.9 INA 7r 719 101.7 42 120'72 )5] 115.1 814 SIAS M•Z�-�
)e' 927 117.1 )6' 4 115.8 78' fi6.0 1055 48' 693 103.. AT 6'FROM ENDS
.e 17'D.C.Lm.
Q Z I3
Wel
61' 1055 140.7 el' 62.1 109.4 81' ]S9 965 SC W5 85.3 AT HEAD/SILL/JNAB
84100.7 151.1 84' 77A 116.6 64' 69.7 1019
29' 124.] 160.1
BY 983 INS 87' 719 1105 87' W.2 975 30' 102.3 14].7
90' 1 923 1383 BO• 7" 1053 90" 61.6 823 136' lJt' e)S 1269 O
24' 1662 210.0 24' 1]85 2075 2{' 1259 2013 42• J).0 111.2 '^ 3 2
SO" 147.7 1979 30" 1182 1773 b' 1059 1689 48' 693 IOOA +
JG' 1I6s 181.7 36• 1015 1565 38' 823 147.7 24' 1133 USA 3 1. U) �
42• _135.) 160.9 42' 97.4 1461 42• 633 1NJ JO' 926 154.6 r-- - \N X_
IB' 135.7 175.9 48' 92.3 1385 48' 76.9 1211 30' 144' 70.1 131.9 LL O 1•T.
54' 116.1 1727 54' 895 1343 34" 714 1159 42• 693 1155 _ W O
60" 97.4 146.1 6O' 685 INA W 78. 69.7 110.8 46' 623 IW.9 .d'Q'1/2' i O
W' 90.1 156.1 W 80.6 1710 W' 68.1 108.9 24' 1154 181.7 ' '4• N N o
3EDGE DISI: d 1%4''DIAA ULTRPLON (n N m
68' 4$• MOSS 1111 6G' 6G' 816 1207 66' 67.R 10].4 JO' 156' 947 _1509 - 1-1/4•NOL CONC.FUSED
969To-
O 3 N M
69' ms 69' 651 1193 10
69" 66.4 83 6' 60.7 1285
72' 911 130.4 72' 79.1 110.8 ]2' 68.0 1053 42' ]03 112.6 < a AT 6'FROM ENDS W O M N
SEE CRUST FOR SPACING n O 3
15" 679 :40.7 75• 73.9 1182 )r 65.7 105.1 INSTALLATION TYPE'$• AT CRUST
)e• 61.3 _1313 76• 697 _ 1105 1' 698 101.9 I+1 3 O
PERFORMANCE VALVES
el' 95.0 126.6 81' 78.2 1042 61' 63.8 97.4 OF ALUHINUM BUCK
84' _90.4 IA.] _ 84' 7]9 1108 eP 6i6 1023 INSTALLATION ANCHORS
W' 863 1293 eY 704 1610 BY W.9 94.9 MT8093 ANW01t4 C1
tlMOO1➢IHS. 17 IY 0.0 AT 10'0A - 114 SAS
90' 928 121.9 90" 665 99.7 24" 179.5 20]9 EXT.I4) F%T.(+) AT 6'FROM ENDS
24" 184.1 210A M• 1619 210.0 30• 115.6 173.4 WINN IIEWHI DIT.(_) IM.(-) 17'O.C.MAX.
JO' 161.2 2015 30" 1309 _1825 it 100.7 151.1 19-1/e' 210.0 210.0 �H AT HEAD/SILL/JAMB �u
S6' 14]_7 189.] J8• 115.9 161.8 42• 90.4 _135.7 26-1/2' 2109 210.0 g
42' 135.7 175.0 42' 109.5 147.1 49• W.1 124.] 37' Y6' 1919 2109 \ l4
96' 13as 1111 46' 86.9 1385 54' 7)b 116.G 53-1/8' 1529 210.0 ' $ A
51' 1109 1662 51' 941 132. 60' 84 719 1108 NI-1/8' 210. 210. 2 g 5F
60' 92] ins 60' 866 129.3 fir 72.4 Im 28-1/2' 38-3/6' 179.7 210-
W851 1492 6W 80.4 1263 65' 71.1 106] 3
16
fib' I6_ 88.9 1395 66• 66' 91.6 128.2 fig• 70.1 105.1 SJJ7• L) 2109
-1/8' 1225 1675
69' 823 1293 69' 619 1175 72' 69.3 _ 1019 19-I/6• 2012 210.0 $
72" 86.8 121.2 72• 7]5 1085 7r 68.0 1029 26-1/2• 161.1 201.4 1'MOL 1/4'DIA.ULTRACON
15' 81.5 IJD.4 75' )19 Itll 78' 65.6 1023 37' S0-5/e' 131.2 IB7b 1-I/4•MIN.CONC.FUSED -
76' 769 1211 78' 6]2 10)9 61' 67.9 B]3 53-I/8• 113.! 1W.6 AT 6'FROM ENDS
SEE CHART.FOR SPACIM
ef' WS 116.6 61' 715 100.] 24' 118.7 _1979 19-1/a• 156.1 210.0 AT HEAD/SILL/JNAB
64' W.1 124.1 64" 71.1 106.] 311• 965 484.1 26-1/2' 1219 210.0 PRODULTIt1iV1 P
118.7 87' fi7.2 1C0.] 36' 0.2 142.E 1 37. 63• 989 169.6 m (11ATION TYPE•6' F^9�,wvw Ap40 \
6 ^PIYin0 xdW Thi CML
90' 755 11]3 90' W.6 95.4 12' 780 128.6 N-1/e' 824 144.2 Bluldi CbQBy OOD B OR 14(100 STRUCTURES FLA PE!]0582
18' 9G' 69.7 I1S4 19-1/8• 1611 210.0 AI,..,' N91- 0 �JG�'J7 CAN.7536 - J
54' 64.2 107.1 26-I 2' 1239 187.4 � i1ov0. •"`�•g o 8
60' 60.4 100.1 / 71-1/1' v o
]]• 961 161.7 DY ! fi{`'.'.� �
W 569 962 53-1/9' ]8.7 126.0 Aiwi'NJde it9d0c1 ConWl)
66' 579 959 d10"iny 0.
69' 56.4 94.0
4 TYPICAL INSTALLATION DETAIL w01-83
92.3 ON ALL FOUR SIDESJUSING ALUMINUM BUCK SYS EM .hee180f 8