HomeMy WebLinkAboutProduct Approval (2) / 40(9- PO ;L-r-
ST.LUCIE COUNTY BUILDING DIMION
REVIEWED FOR C LIANCE
REVIEWED aY
DATE •
PLANS TTN E MUST BE XZP ON-TOB
M IAM 1dDADE OR NO P6PECTION WILL BE MADE. 1IIA14II-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208
BOARD AND CODE ADNUNISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .vvnv.miamidade. ovg /eeonomy
CGI Windows&Doors
10100 NW 25'h 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 of 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 Hturicane Zone.
DESCRIPTION ;Scfes"23SD"esner Alnniinuna�Figed'.;f►'aldtzv= ,NG .
APPROVAL DOCUMIiNT: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 submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.14-0903.07
MIAMtDADSCOUNTY Expiration Date: October 20,2018
Approval 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 cinder 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. ATLSIF-1209.01 94, dated 12/09/94 to 12/14/94, signed and sealed
by Gerard B. Sullivan,P.E.
(Submitted tinder NOA No. 96-0603.07)
Manu Prez,P.E.
Product Cont xam,Mo•
NOA No.14-0903.07
Expiration Date: October 20,2018
Approval Date: December 24,2014
E-1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 NDA No. 96-0603.07)
B. CALCULATIONS
1. Anchor verification calculations and sti uctural analysis, complying with FBC-5t"
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'h 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. 13-0606.07, issued to CGI Windows & Doors for their
"Series-238 Designer" Aluminum Fixed Window — L.M.L", approved on 08/15/13
and expiring on 10/20/18.
agei erez,P.E.
Product Contr Examiner
NOA o.14-0903.07
Expiration Date: October 20,2018
Approval Date: December 24,2014
E-2
GENERAL WINDOW SECTIONS 'wINDGv rnoTH � � i
VENT VROIH Z m 3 I
WW-2'
0.L oPc. $
ISURFACE APPLIED F" '
6.6 TYP. N1V-8 I/Z• FALSE MUNBNS 3 ..o
7 HEAD/SRy OPTIONAL
CORNERS A 0 lil u
8 AT EACH END AND a
a. —-- 0
o
J -- 41
iU
6 ; T
FOR GLASS TYPES ---- ° " w N
REFER TO I ' I — 0 ti
SHEETS 3, 4&5. L o
4rD.L
! TTP.
I �Nrle
O.L.OPG. 0TYPICAL ELEVATIO6 VEM REIGHT 1• II
WRDWY HEIGHT u W R
J WW001V HOCM W
EXTERIOR O'er
o � b
3 == FOR MULLION/MULTIPLE UNITS, REFER TO R A
O SEPARATE CGI MULOON N.O.A.
B m R R
c6
THESE WINDOWS ARE RATED FOR LARGE IdI551LE IMPACT.I 3 3
SHUTTERS ARE NOT REQUIRED. a @
— NOTES:
INSTRUCTIONS: THIS PRODUCT HAS BEEN DESIGNED AND TESTED M COMPLY WITH THE - --
USE CHARTS AS FOLLOWS. NOTES,
OF THE FLORIDA BUILDING 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 VAND VELOCITY,BLDG.HEIGHT,WIND ZONE LOADS TO THE STRUCTURE En9a.NYAD lJPAID
USING APPLICABLE ASCE 7 STANDARD. pRODUCf.IBVISF.DCPAI Su S
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS m nRIYiaDt+'i�'IK �
SEE GNRIS ON SHEETS J TNRU 5 FOR OESTCN LOAD � iS A:b593 Iluild' Cade n
. Z EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cA lD ^
CAPACITY AD DESLRED GLASS SV.E BASED ON MPLICABIE Aaeplu,allo G E' y
WIND DUPAtION. ANCHORING OR IS APC CONDITIONS NOT SHOWN IN THESE DETAILS ARE Dxpimlion Dale_ $ e a 5
STEP 3 USING CWT ON SHEET 7 SELECT ANCHOR OPTION NOT PART OF THIS APPROVAL.
WITH DESIGN RATING MORE TIM DESIGN LOAD SPECIRED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY.
IN STEP I AW& AUG 2014 Mtaaluaderraaaeleaamol aTawtny
COMATERIALSINTO
INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT
. 4 THE LOWEST VALUE TIRE SYSTEM.
FROM STEPS Z AND] COME IMO COMACT WITH OTHER BLDG.
O E MATERIALS SHALL MEET THE
SHAH APPLY 70 ENTIRE SYSTEM. REOUIREl1ENT5 OF THE FLORIDA BLDG.CODE sheet 1a/ 8
WELDED CORNERS IMRY PARE f QUAN=InPSG umm WT¢R1AL —2.0.5-
1
YANP./SUPPY¢R/R¢1fABRS 2.095 1 03I-3884 fRALIE 6063-TB INDAIE%OR Eau," .1D0
EU 1
Z 041_397 , VFNI 6063_T6 fNOALC%DR fAVN. -
U CCI-38710 4 V (NSUL GV55) 6063-T6 VIOALEX OR EOUN. Z 3
3 CCI- 4 GIALIIG BEAD 6063-75 010ALOC OR EGUN. 0
4 - AS REGO. GUZRNC BFAD SCREIYB 0 V FROM DIM&20.O.C.MW - [12%5/8-SMS 1.510 � I;
S - - GL 110 COMPOUND SILICONE GE-1000(NON-WFACF) 0 u
SA - - GLAZING COMPOUND SUCOUE GE-1200(IMPACT) 1.625 O
6 - 4 1/2-X MO-SINOX FACEO GUZING TOPE FOAM
7 0200%190 AS REOD. VENT YIFATIO'RSROPPOIC - SCHIEGEL O-LON I I O
8 - AS REM). %WSCR[WS O IJ'O.C.M. - /10%1'S5 SMS -�R.798!— O� a
B - Z/CORNER iRN.RE AND VFM 0.55EM&Y SCREWS - /10 X I-1/4-SS SMIS D ti;+ej q
FRAME
10 - 2/U1E SEff010 BLDGK EPDM DUROUEIER 8035 SNORE A O
o�ag
z31s 0`sa�
16D Q3�
MITERED COPED 90'CORNERS ONLY b ? IJiDO
VENT CORNER 3 \`� $ :\�� 3 ,IDD .875 3
C: --
0
ALL FRAME AND VDET CORNERS TO BE 5 .]50 O
Z
SEALED YIITH GE 58PRUF OR FAUN. LLI
3
WELDED CORNERSL025 N 6
PRNDO\Y 1YID1N Y/WDOt'!50DTH WINDOW\'/IOiH YNIDOW WIDTH
PARTIAL CIRCLE TUMBSTONE ARCH TOP SQUARE OR RECTANGLE VENT OQ
W
2.215— ZU
.160
.y w Nn o
u -I
xW —F o
n 3M
1.500 1 i Z
.100 .875 W i o_
w O�
_ I .750 v1 U
—tE65 O
WINDOW Y80PT W1NOOY!WIDTH SYWDON YIIOTH� \'nN001Y WIDTH, FR�rgR
OCTAGON HEXAGON TRAPEZOID PENTAGON VENT(INSUL GLASS)
PqYA r
$Fy
MITERED COPED 90'CORNERS ONLY --(.]50�- - R
FRAME CORNER
YIINOOW�GTH II WINDOY!WIDTH L WINDOW LENGTH
b PRODUCTREVISED
GLAZING STOP
ELLIPSE FSR Q!. I� 1I&F IRCLE
�3 �� mumu
CrgF:Jn�yARO>ID
L----- -J FU PCI]0592 fiat n10lyingndlhlhO FlOddn
CAN.39]8 nNaelne ctat
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W E'apir.�liPn 5
SRNDO21 WIDTH -
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN h�6 _ 201n Minnd undo ProdonConlrol� dr a g no.
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT
CHARTS ON SHEETS 3,4&5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE sheet tot 8
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT IUNDOWS
NO SHURERS REQUIRED NO SHUTTERS REOViREO -NO SHUTTERS REQUIRED 'a
REFER TO SHEETS 8 AND 7 FOR INSTALLATION DETARS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS. GLASS TYPE 12' CLASS TYPE'0' R mbly DNAs. GLASS TYPE'2' GLASS TYPE'3' VINDOW D1M9, CLASS TYPE 12' GLASS TYPE
WIODI HEIGHT W.(+) iNL'(-)ETN.(+) IM.(-) WIDDI HEIGM ETR.(+)I IM.(-)EXr.(+) 1M.(-) MOTH HOW I U21"O
T.(-)EXT.(+) IM.(-)
24' 110.0 180.0 110A 180.0 24' 97S 974 110.0 120.0 19-7/9' 10.0 110.0 210A Id
30• 110A 144.0 110.0 144.0 30' _ 67.2 67.2 90.0 90.0 26-1/2° _ 66.2 110A 166.2 % p
36' 110.0 120.0 T10A 120.0 36' 78 Bob 50.8 90.0 Bob 37• 26 66.2 110.0 166.2 Byi 0. h
42' 36' 110.0 120.0 110A 120.0 42' 96.1 46.1 96.1 86.1 53-1/8' 120.0 iIOA 120.0 u
IL
48' 101.6 101.4 170.0 120.0 24' tO3A 103.0 II0.0 120.0 19-1 8• 00.6 110.0 200.8 G
54• acs 848 110.0 120.0 JO' 84' 63.0 6].0 90.0 90.0 26-1/2' 63.0 110.0 16].0 0 60' 74.7 74,7 1100 114.3 36' 473 47.3 90.0 90.0 37• 38-3/e' 16.8 110.0 1168 (�g110.0 165.4 110.0 168.0 29' 456.35.z
110.0 120A 53-1/8• 81.9 110.0 1126 0.0
>M
30' 110.0 1425 110.0 194.0 30' Be 90.0 90.0 18-1/a' 110.0 105.7 110.0 195.7 36• !10.0 120.0 36' 90.0 90.0 26-1/2' 110.0 125.2 110.0 1471o�42' 42' 1029 fOZ9 1029 102990A 90A 37' 50-5/8' 821 92.1 110.0 1168Q N248' eS0 85.0 1029 102990.080.053-1/9' 66.6 66.6 85.3 85.3275.1 75.1 102.9 102.9 Z4' 120' 90.0 90.0 19-1/8• 110.0 1775 110.0 177.5 J w el
6T66.4 66.4 90.0 90.0 26-1/2' 98.1 OEM! 110.0 120.0
53Q
24' 110.0 ! .1 110.0 160.0 37' W.
E8.6 Sob 110.0 110.2
30' 110.0 117,6 110A 120.0 53-
1/8' 56.6 56.6 81.3 81A 3 rt
36' IOTA 101.4 110.0 120.019-7/e" "" 120.0 110.0 120.0 Z
42' 48' 85.0 85.0 102.9 102.9 26-1/2' 74-!/4• 85.2 85.2 170.0 120.0 r
48• 75.5 75.5 90.0 90.0 3T 55.4 SS,
90.0 90.0
54' 68.4 68.4 90.0 90.0 W �.N FF
60' 63.6 63.6 90.0 Bob - 0 W iI
1/8'ANN.GLASS 3/16'ANN.GLASS LL U W
24' I HOA k65.04
110A 154.3 K p K
30• 99.4 110A 120.0 090'Interlayer .090'
ICIealryAnd Color Glass
Sellox Gear AM Color Gloss
36' 84.8 110.0 IZ0.0 0
42' S9' ]5.1 102A 1029 �a 0y'Eos4non COemIc01 Co.' BY'Eastman CNemiwl Co.'
48' 68.4 90.0 90.0 3 1/8'ANN.GLASS 3/16•ANN.GVSS T� Q 3�
54' 0.6 80.0 60.0 �� GE-120D ! I I GE-1800 N _Z Z 4�
60' 59,0 89.0 80.0 u SILICONE I J+ SIUMNE 3 O -
24' 110.0 1lob 120.0 3
30' 87.8_ 110.0 120.0 I I to U
36' 60° 74.7 110.0 114.3
42' 60.4 90.0 90.0
4a" 63.6 63.6 90.0 90.0 10 AT 1/4 POINTS ON LEES 70 AT 1/4THTS ON LEES
Y80ER THAN 36' YAOQ4 6•
ANPo1N3
54' 59.0 59.0 80.0 80.0 G
24' 1ID.0 1125 11. 120.0 5/16" NOMINAL 7/16" NOMINAL
3D• azl av 110.0 120.0
CLASS TYPE'2' GLASS TYPE'S' -
36' 66" 66.6 66.6 90.0 90.0 N i
YIiDTH. ii E mK'
42' 59.1 58.1 90.0 90.0 YIDY7
48• 56.1 56.1 90.0 80.0
24' ID&4 iQ$A 110.0 120.0
3074A 74.0 110.0 120.0 1'9NDOYI LENGTH U
36' 72• 59.2 59.2 __80.0 110.0
4Y 512 51.2 90.0
48' 49.8 49.8 839
L_: 3
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FIA.PEI 70592 UoilJin9 i.ISCCaac tH0
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WIDTH AND DIMENSIONS CAN BE ORIENTEDG Q?ppP've4o `L )pj
V
ERRGLLY OR OR HO HOR120NTALLY A9 SHOWN. �-}Y'
NOTE: tdirAUn+ac Prmudc'ba{� draw ng` o.
GLASS CAPACITIES ON THIS SHEET ARE 4UG .mM1 v WOl e83
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
sheet 3oT 8Dj
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+1-1v-o+ I(1Iescn wn SERIES-238 DESIGNER FIXED WINDOW ;AIrFAROOQ CORPORATION
n_ f I.• 'nOw9date eENGINEERS&PRODUMDEVELOPME
CGI WINDOWS & DOORS ,nmS•A,,�AVE
A u B 05.1908 N-Pfl'.
+13a.+1 ND CW.N06—AXED 10100 N.W.25TH STREET MIAMI,FLORIDA33174
D 07.a+.+a Fei.ttfi fifix cou.+Dns MIAMI, FL. 33172 � (305)zsaeioo Fux.@osl zezbs�e
� ('1 P rJ1i'H•' [o9u.+� m5�Ne TEL(JOS)697-8590 FA%.(303)693-6591 - COMP-ANL�WOt-83LG
PERFORMANCE VALUES PRRFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES
OP INSTALLATION ANCHORS OF
INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS Iro1r Y 1R �4=H i
REAER 10 SNEEf 6 FOR DEIA46 RE TO S T 8 EOR MARS REFER TO SHEET 6 MR nE- REFER 70 SHFEi B MR OETAR9
I.-DIM. 11T,(y IIWDOR (4) mullaw DLVR. �.(4) ,tLNDOR 01119. _ @
MONI fIE101t1 V21(-1 24 Ilf]CHF TNI..0 1n4' xO6M MT.(-) II14' IIOCNT MT.. //' VANOOI1 1 0
24' 2IOA 24' 210.0 Z1" 210.0 z0.' 219.0 �9lS
30• 210.0 _ 30' 210.0 ]0• 210.0 30' 180.8 4 o0.
36' 210.0 J6' 2t0.0 JB' 1852 36' 135.6 30 %% c IG O F u
4]' 21.0 42' 207.8 42' 168.1 42' 108' 137.9 - //' 0
IB' 210.0 18' 2004 49' ISa3 48' 125.0 /i/// a
51' 210.0 St' 197.5 St' 148.1 54' 115.2 _ n
60' 190.5 60' 161.6 60' 1429 60' 107.7
Q- ]6' 1)7'8 83' 118.1 fir _ 141.1 g]• IOa.B MOTH AND LEN IN OII.IENSIONS CAN RE OfUl 0
66' 2080. 66' �• 170.9 66- YL' 139.9 24' 210.0 VEUCN-LY OR HORIZOMALLY AS 5 dll ABOVE. 0 M1 Q Q
O
69' 196.1 69' 158.] 69'
139.1 30' 1829 Adm
72• -- 1852 YC Ilal 72' I3B9 36' ,seg a
75' 175.0 ]5' ,38.9 75' 1282 42' 120' 1365 1/4°DIA ULTRACON BY'ELCO'(EL-177 KSI,FY-155 KSQ
79' 160.7 ]B' uo.7 7e• 11s.0 49• 1260 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES d e7 O
al• igo5 eP Isat fit' _ 1Sla s4• tt4.] 1-1/2-MIN.PENETRATION INTO WOOD 4.2 k�
84' IBIA _ 84• Claw 0.4• tu.0 2{' 210.0_
fir _1739 8]' 173' 8]' IILB ]O' 1e4.6 THRU 1BY BUCKS INTO CONC.OR MASONRY
90' 166.7 90' 117.0 90' tilt 36' 132' 1379 1-1/4°MIN.EMBED INTO CONC.OR MASONRY 30
N 219.0 24' 210.0 21' 210.0 IY 139.0 DIRECTLY INTO CONC.OR MASONRY z
]0' SIO.O 210.0 Ja' 19os 48' 125. 1-1/4'MIN.EMBED INTO CONC.OR MASONRY 3 ^
36' 210.0 36' 1905 3B' 166.7 24' 201.0
42' _ 210.0 42• 175A 42• t5o.n ]o' 167.4 X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 7sCc
:3" 2,17.0 18' 166.7 48• 1789 36• 144• 142.9 INTO METAL STRUCTURES r` O w
s1• 20711 54' 161.8 se 130.7 42' 12sw STEEL: 12 GA.MIN.(Fy J6 KSI MIN.) w �
69' _ 175.0 so• 160.0 _ fio• _ 12s.o 4B' I- ALUMINUM:1/8"THK.PAIN.(6063-TS MIN.) Z I
w• 12' 1630. BJ' 60• 145,3 6J' ,B. 122.9 24' 206]_ (STEEL IN CONTACT WITH ALUMINUM TO BE PIATED OR PAINTED) dol o
68' 1905 _ 66' IWO 66' MM2 30• 156'
I fig' 178.6 6s' 153.8 69• II.. a6' 1144. H12 SMS OR SELF DRILLING SCREWS (GRADE 2 Cl
72' 1661 72' 142.9 72' _ 119.0 42' 12].0
]s• lsa7 79' IlI. 75' tees INTO MIAMI-DADS COUNTY APPROVED MULLIONS(MIN.THK. 1/8") n Z 243 N
(NO SHIM SPACE) 3$ V
76' 150.0. 7e' Iu.o 78' nea R
Bl' 171A 81' 111.2 81- ileaIF
Or 1630. 81' IJ3a Bt' I18a TYPICAL D. DISIAN- N U O!5
87 155.0 87' _ 1280. B]' 1164 OF INSTALLATION ANCHORS INTO CONCRETE AND MASONRY=2-1/2"MIN. r_
90• 149.1 90' 1204 24' 210.0 REFER 70 6NEEf a FOR OLTNL9 INTO WOOD STRUCTURE= 1•MIN.
INTO METAL STRUCTURE=3/4°MIN.
24' 210.0 24' 2104 JO' 208] IIWDOR
30' 210. 39' _ 21.0 36' isto rmtx xECHr W.(-) WOOD AT HEAD.SILL OR JAMES SG-0.55 MIN.
36' 21oa 36• 2080. 42' 1630. I9-t/e' 2194 CONCRETE AT HEAD,SILL OR JAMBS 19-7000 PSI AEN.
4z' 210.0 42• 1905 w• 150.0 2s-1/2' 219. C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm-200D PSI AEN.
-210.0 48' 178.8 St' 01' 110.1 ])' P6' 210.0 u
54' 2011.0 54' 1709 60' imz 5]-1/8' 210.0
60' 1682 60' 160.0 0]' 170.6 I9-I/e' 210.0 U UU x
BS 46• ISJA 83• �• 145.1 66' 1Rea 26-W ' 210.0
66' 178.6 _ 68' _ 165.3 6fl' I26S _ 37' 210.0
69' 186] 69' 151.9 72' 115.0 5]-1/B' 210.0 $
72' 15Ga ]2' 139.9 123.0
75• 147.1 75' 129.9 78• 1180. _ 26-1/2' 210A
50-5/B'
7B' IJ89 ]e' 121.2 81' 1]2.6 ]]• _ 210.0 _
BI' 157.9 01' 1]8.4 2{' _ 210.0 53-1/8' 2015
et' 150.0 all 1]83 ]0' 1]).e 19-1/0' 2117.0
B]' 10.2.9 e7' ---12,2 36• 157.0 26-1/Y 2140 Engr.JAVAD I1 WAD
90' 138.4 90' 111.8 42' 137.1 3]' 67' 174.0 CML PORODUCI'RGYISEL 4
M PE/70592 1'1PnT•11iIh Ok Fklida
.� 48' 98' 125.0 W-1/8' 148.8. OAR•35v Dld,el cone
S{' 1159 I9-1/e' 2ton A<ttP11,ml Dallf8 8
so• lora z0.-I/2' ,4_1/4. - slo. 5
6]' Idea J]' 1745 BYi.r
66' 161.9 53-1/6' 112.1 AO 20)4 hliwnl Ode ProdnN(bn0MJ, dFOlvllly O�
�,. ,oIA a W01-83
7Y Icaosheal7of B
s
PERFORMANCE VALUES PERFORMANCE VALVES PERFORMANCE VALUES PERFORMANCE.VALUES ALIT&TV-VAf DUCK FRAMTNG DETAIL2 I l tf
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER TO SHEETS 3 THRU 6 FOR WN001.1 CAFACRIES �qpp C9
INSTALLATION ANCHORS INJINNCHORS INSTALL4T ON ANCHORS INSTALLAT ON ANCHORS USE LONER APPUCA VAUES.ANCHORS ANCHOTLS HORS AFC110R9 ANCHORS ANCHOP9 .0)191088 ANCHOFB9WpON DIVA AT17'DA.AT 10'OA BMOOR 'O.C.AT 10"OA amD08 DIMS AT 17.MM AT IV 0. WWOa DIIM- AT Tr O.0 AT 10'OA Z
(+)1VIOM NfIOR pllC) DRCOtO1H C-) INT.C-) I-, NEKM W.(_) �M.(-) WD)H HRIXE2{' TOJb 210.0 24' 3 T10.0 24' 1]89 19].92t' 121.2 190.4 065 J0' 189.9 210.0 30' .4 2044 ]0• 116.6 1611 30' 100.1 157.7 I I 36' 184.7 210.0 3O' .1 184.7 J6' 102.6 143.6 36' 86235.4 5620IDBS 181.7 42' 1 172.7 42' 93.1 -A 42' 108" 76A 120.1 -_ OR141.] 184.] 48' .6 166.2 IB' 86.6 121.2 48' �J I.A .903 1'-54' 1211 164.7 54' .4 164.1 54' 82.1 114.0 54' 6Jb 1003 .125 r
W' 1455 158.1 60' 89.5 154.3 6a' ]O.I Hoz 60• 59.7 918 l0 0
ar 90.5 172.4 bl' a21 1418 6Y 78.2 109.4 6]' 5.]9 91,0 ALUMINUtd BUCK OPTIONAL COVER l0
66' 36• 115.0 161.6 66' 94.7 iJLB fib' ]Y 7].5 1085 2/' 1211 181.) 6063-TG 6063 T6 0.<g
I
69' 108.6 152.1 69' 67.9 12.7.1 69• 71.1 10].9 30' 101.3 1520 Q 3
72' 1028 143.6 72' 82.1 114.9 72' 78.9 101.7 36' BB9 130.4 1
75' 972 ISSS ]5' ]89 12].1 75' 71.0 107.] qT• 120' 76.] II5.1 914 AAS CM Z•A=0
AT 6"FROM ENDS 10
]8' 927 14)7 7B' 724 115.9 J8' 66.0 TOSS 48' 697 1019
17"O.C.L1AX. W e)
81' 100.5 140.7 81' 82.1 109.4 91' 719 985 54' WS 95.3 AT HEAD/SILL/JAMB
84' 100.7 151.1 6{" 77A 116.6 8t' 697 1019 29' 120.] 180.1
e]• 987 1445 8T 73.9 1109 e]' G12 974 10' 102.7 147.7
90' 923 1385 90' 70.J 1059 9O- 81.6 92J 36' IJ2' e)5 126.1 O
24' 1662 2100 24' 1385 _2074 24• 125.9 2015 4Y ]].0 111.2 S Z
30' 147.7 191.0 30' 1182 1]]J 30' 105.5 1684 48' 697 100.0 3
J6' 1]65 18/J J6' 105.5 15aJ 36' 923 11).7 24' 113.] 188.9 • O N N
4Y 135.7 180.91. _ 97.4 146.1 1Y 637 1133 30• 924 1544 �- N X ir R
O
48' 175.7 175.9 16' 6T.3 118.5 4e' 7fi.9 1211 16' 144' 79.1 131.9
54 115.1 1727 54' S9S 134.7 54' 72.4 1159 42' 69.5 115.8 W (]
GO' 97.4 116.1 60' 889 1314 fi0' ]8" 697 IIOA 46' 627 103.9 .d.�,1/$'
83' 90.4 158.7 61' 60.6_ 133.0 63' 88.1 108.9 26' 115.{ 160.]
42' 60' EDGE piST: d 1'/4''DIA:ULTf7ACON 1� N N r m
fib' 10.5.5 147.7 fib' ..a 129.7 66' 67.2 10].4 JO' 158' 9{3 __1509 - - 1=1/4 MW.CONC,EMBED 3 N M
69' 98.9 1385 69' 85.2 119.7 69' 68.4 1063 16' BOJ 1265 r AT 6'FROM ENDS
n 93J 130.4 72' 79.1 11" TZ' 66.0 TOSS 42" ]OJ 112.6 SEE CHART FOR SPACING M O 3
75' 679 140.7 75" 734 116.2 7Y 65.7 IOSd INSTALLATION TYPE'$' AT HEAD/SRyJAMB
113.3 ]B' 69} 110.8 78' - 104.9W 3 O "
PERFORMANCE VALUES
81• 8sA 1269 81' 2a.2 fora 81' 65.8 97.4 OF ALUMINUH BUCK W U'Og 3
eC _90.1 115.7 e9• 739 It-IN, 85.6 1022 INSTALLATION ANCHORS Ul U 2-
8)' 967 1295 87' 704 105.0 87' 619 95,9 ANc. AN-. O
NINDOW DWS. AT IV O.0 AT TO.OA -- 914 SMS
90' 826 1219 g0' 689 -.S 7 24- 138.5 20.7.0 W.(1) M.(+) AT 6•FROM ENDS
24• 184.) 210.0 24' 15,1.9 210D JD• 115$ I73A Imill HOCM W.(_) INT.(-) 17'O.C.MAX.
30' I61.T 201.5 30' 130.4 ism ;S, 100.7 151.1 19-1/8' 210.0 210.0 y AT HFAD/SILL/JAMB �.
36' 147.7 184.7 38• 115.4 161.6 47 901 1357 26-1/Y 26. 210.0 210.0 . 8
{Y 1]5.7 175.0 4Y TOSS 147.7 18' 831 124.7 37• Will 210.0 \ 1 4 ���n
48' 1385 1711 46' 98.9 1JBS 54' �. 77. 116. 51-1/8" 1529 210.0 Z a'•B
54' 1104 1662 54' 94.7 132$ ID' 719 110.0 HI-1/8" 210.0 210.
60' 9TJ IJBS 60' 68.6 129.7 BY 724 1083 28-1/2' JB-3/8- I79J 210.0
63' 85.2 1182 GT' 60.4 1285 66' 71.1 1OB.7 JY 1627 210.0 3
Eli' 443' 90.9 IJ65 66• 91.6 128.2 69" ml WSJ 53-1/8" 1225 1839
69' 927 d"Z 69' 639 11)5 ]1' 693 _ 10.19 19-I/8' 201T 210.0
72' 806 715 1065 75' 60.6 1029 26-I/2" 50-5/e' 161.1 201.4 1'LAIN. VLTOACON75• 615 1.9 1111102.7 I-I 4MIK.CONC.EMBED37' 1.71.2 16]9 /AT 6"FROM ENDS
76.9 ]8' 61.2 107.4 el- 6).9 9]3 Sl-1/B" 1133et- 875 91' 75.5 T0024' 118.] 197.9 19-1/8' 156.1 210.0 AT HEAD/ALL/MAB
71. ) JO' 98.5 161.1 26-1/2' 121A 210.0YRODVCTIIEV 1. - 70.1 8)' 67.2 1c0.7 36' 65.2 Uzf D' Y 989169. I$[} TIONTI90' 75.5 90' 83.0 95.4 42' ]0.0 128.6 53-1/0' 624 jflD148• 96' 69.7 II34 18-I/e" 1812 ACttpl0noc Mol- 0G7 CAN.54' 81.2 10).1 26-1/2" 74-1 1' 12.7.460• 80.4 100.7 3)• / y63' hltonfFvaJe PlnOuSl Cb Trot drawing O.
66' 57.6 95.8
69' 56.4 944 TYPICAL INSTALLATION DETAIL WOE-BS
n" 55.1 927 ON ALL FOUR SIDES/USING ALUMINUM BUCK S3'STEM she