HomeMy WebLinkAboutProduct Approval (3) 1 � 01 _ 16-116
ST.L TCiE OUNTY BUILDING DIVISION
R E L L)'. .JUN 2 REVIE`W'ED FOR CO I4NCZ
REVIEWEDBY
DATE
PLANS AAM FE IIT T BE FaF c NJOI
MI®D1ADE OR NO�SPECTION WILL BE MADE.
MIAMI-DADE COUNTY
� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
130ARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
CGI Windows and Doors,Inc.
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 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 st,,`ed 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 de,-.ennined 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 elocit)�Hurricane Zone
DESCRIPTION: Series"360"AlumlriugleRung W�iilow_-.L1ti�Ii;
APPROVAL DOCUMENT:Drawing No.W05-04, titled Series"360"Alum Single Hung Wdw. (L.M.I.),
sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15,
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 Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date 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 Oficial.
This NOA revises NOA#12-0822.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0512.07
MIAMI DADS COUNTY i� Expiration Date: May 05,2020
Pj,24� Approval Date: September 03,2015
Page 1
A
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-0215.02)
2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1,
1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated
05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. Test reports on:. 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify Du2ont"Butacite"PVB interlayer,Duraseal®and Super Spacer®
insulating glass spactr,prepared by Certified Test Laboratories,Test Report No.
CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E.
2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test-per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 7400 PVC project
out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super
Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report
No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E.
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 238 aluminum
fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super
Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E.
Manue ere ,P.E.
Product Cont of Ex miner
NOA N . -0512.07
Expiration Date: May 05,2020
Approval Date: September 03,2015
E-1
CGI Windows and Doors.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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) Small Missile Impact Test per FBC;TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
7) Forced Entry Test, Type "A-A" vertical sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA
1302.5-04 and CAWM 301-04
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Hurricane Test Laboratory, LLC,Test Report No.
HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and
sealed l,y Vinu J. Abraham,P.E.
(Submitted under NDA No. 08-1208.06)
5. 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) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, Type"A-A" vertical sliding window, Grade 10,
per FBC 24113.2.1,TAS 202-94, per ASTM F 588-04,
AAMA 1302.5-04 and CAWM 301-04
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Hurricane Test Laboratory, LLC,Test Report No.
HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04,
signed and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No. 05-02-15.02)
C. CALCULATIONS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no
financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No. 14-0822.11)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
Manuel Pere
Product Control Ex min
NOA No. 15-0 .07
Expiration Date: May 05,2020
Approval Date: September 03,2015
E-2
CGI Windows and Doors;Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 12/11/18.
u 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA)
for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t11 Edition(2014), and of no
financial interest, dated July 16,2014, issued by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.
(Submitted under previous NOA No. 14-0822.11)
2. Laboratory compliance letters for Test Report No. RTL-0080-0402-08, specimens 1,
2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1208.06)
3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1,
2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed
and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No. 05-0215.02)
4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as
well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass
spacers, dated December 16,2014,issued by RER,Product Control Section,signed by
Jaime Gascon, Supervisor.
G. OTHERS
1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their
Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and
expiring on 05/05/20.
Manuel Per-14,P. .
Product Control E mi r
NOA No.15-0512.07
Expiration Date: May 05,2020
Approval Date: September 03,2015
E-3
General Window Sections FRAME AND`FENT DETAILS FOR GLASS TYPES i &2.
---- SEE SHEETS 3&4 FOR CAPACITIES
T1 t0
1/2'(tYp.tiange) 1 1-2 IS —
11 L I Q V i�
Installation Strews 2 p
� U 4 (Refer to shcelc 0'O
�I N 3 T to IB ltro) `p" n sp5.oci g infooimntion)
�., Vrindaw Width - 6<{my
_ VVV a 14O-rb
3
@xPf
cx (ariQr �c
OQyBght Oaylight `t1 3 9t t q
en 9/
a ser slrtDs}A ,A;aam7 9/1 H' Opng. Opn9'
Hr /6 'J(^
trGr, Wind-Width VAFdoW Width E�'
ryi
Sarlace Applied
o tMCTRttT`TIONS FOR USING CAPACITY GffARTS• �.nun'(ns(opl'onu;
5IE�1 DETEflUNE THE REQUIRED DESIGN PPE55URE5 FCR Z X
3JEe
A GIVEN WINDOWOPENING,
OF THE WINDOW
PEMNG.
` tDETERMINE THE CAPACITY OF
TYPE FROM CIWt75 ON WI .4
SIZE/00 FIGURATION/GLASS NMTION/GIA .TL
'Q' Q 2 DETERMINE
3 AND 4.
C 'nf 7 1 y (I 1 STEP 3 OEIERYWE THE ANCHOR CAPACITY FROM SHEET 7 # M T FOR ANGLE OPENINGS.APPLICABLE TO ANCHORS TYPE 4 I a N M*�
A.BOAC SHOWN ON SHEETS 5 AND B.
ZoSTEP IF ALUMINUM SUCKS ARE USED.YEAY THE BUCK
INSTALLATION CAPACITY FROM SHEET B.
[: STEP FOR UNCIPPm MtLIFO WINDOWS IFE (UD
MLLtY CAPACITY FORt%4 TUBE
NUtUWFj0VCHLFN SHIFT B. Or
LL§
61 STEP
3,J"
IF ALUMNUM OMS ME USED DETERMINE BUCK t
� MCNORNG REOUNEMEIITS LAIN CTDAiS ON SHEET 10.
(01-0 a 4 DIE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION M M {
C AND MIST COU&OR EMCEED THE REQUIRED DESIGN
(NARaaen) PRESSURES OBTAINED FROM STEP 1. I n I
Typical Flevotion oL o
I {!7} SERIFS'UBO'AI.UMIN121L$IN91.B_111fNG WINDaIT �D
r APPROVAL APPLIES TO SNC1E UNITS OR SIDE By SLOE COMONATIONS
OF SK/S.H.OR SINGLE LUNG WITH OTHER MV.MI-DAOE COUNTY
APPRdA%o I( WINDOWS USING YMYI»OADE COUNTY APPROVED MUWONS „LOWER HE ESI m$
I INRET DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL .. ,.— H Q ri 3 g
WILL APPLY TO ENURE SYSTEM (MESE WrdUaW`"ARE RATED FOR LARGE-WILE IMPACT]
I G iSHUrtEAS ARE NOT REQUIRED.
_ au
Cr t� yY THIS
PRODUCT NAS PEEN DESIGNED AND TESTED COMPLYWITH
THE
REQUIREMENTS OF THE 1OPok BILDHG COOS INCLUDING WRVELOCITY c
_--
`tGNronlj HURRICANE ZONE(HVNZ} 4"„t
631 WOODBUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TWWsfER t»r�D41L?RfP/�LU T
aP1wIdl Ma Elark� Elgr:,IAVAD AMI4D
(GF-0--) LOADS
TO THE STRUCTURE Naitdittg cCadde".0
(0 4 —,,,,,� $ �.�1 _ MCHM SHALL BE AS LISTED,SPACED M SHOWN ON DETAILS.ANCHORS ta'ePI�D-
EmqECVENT "1IZ D M I} x a i
V\ �_ --V' �( '1� TO BASE MATERIAL SHN1 BE BEYOND WALL DRESSING OR STUCCOPx/ 6ANCHORING OR LGAANG CONDMONS NOT SHOWN IN THESE OEYNLSARENyNOT PMT OF MIS APPROVALA LOAD DURATKW INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD GNLY. d
Slondard 12 Psf Sill Optional 15 PSF Vlaler Oar Adaptors MATERIALS INCLUING BUT NOT LIMNED TO STEEL/MEr&SCREWS,THAT W05-041
-- --(:an nai Ct used»lth lock type (a) COM£INTO CONTACT WITSt OTHER DtGSTINtM MATERNA$SHALL ME£T THE
REQUIREMENTS OF WE FLORIDA 8100.CODE. (Sheet 1 Of i_0�
t
FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A. 4 AND 4A.
;SEE SHEETS 3A&4A FOR CAPACITIES. (�E�
/ ,� ;.P GN L SP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE `,Y� �
1�.1 it t o L --
16 I 17 IS
-�7 `4� ocaokx sxk ea,. Inslollat:on Screws 81
a
(Re(er to ee
shts ar p
flJl I`�mm l 5, 13 & for
_ spocing information)
P- wil
lYnJor Y7itl1h0gQ
C5502e r i r Use 21 zle n IOm) 3 13• Opening 3 U-
rn IG p 9 16
=i a ssE s aErs v..a rax cl,.0 ares _ _-- Yfindow Width
M,nhns Applied,,) 3 ? II
TI
11 _J_JII�____ 3 n
/� L1 l� �i 3Nnb
r lJ M ZZ�uwil
I
Z_ `L� Glaring al Insulated Laminated
no
Typical Elevation
�� 1y u �
6 ,8r
go
-�-( E^Vr.J.�`.xu.D PRanaCT NFYISEn �
3
awWivg Code
\�.__� --.1 t.. nA vE/)0593 afe1^dlr.aiNlhe Fbrld. ,
GAH.]SX Ae«p�w,.oN,lS•0512.0 .
nr/ 88
Standard 12 Psf Sill Optionul 15 PSF Water Bar Adaptor ; Q(115 nn idee dr—ng no.
C-net x eyed rAh lock t,pe ®— W05-04�
sh=et 1 A oft 0)
z� �o
0
OG + I
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pai�q�
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Bill of Materials
J
ITEM PART y QUANTITY DESCRIPTION MATERIAL \IANF./SUPPIJER RLMARKS ;i
I W23201 NO AS REOD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL
2 CGI-612P AS REOD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK _ s 0� Ia
3 0146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY `J` C3
4 N/A AS READ. GLAZING GLASS VARIES
5- - -.N/A 1 COMPLETE SCREEN ALUM/MESH
O
CGI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WOWS. 28'WIDE& SMALLER C3 3
6 & 616C 1 OR 2 ATTACHED W/(2) 88 X 5/8"FH SMS ZINC CUSTOM CASTING 2 0 WOWS. OVER 28"NOE u Z= n
A30700& OPTIONAL SWEEP LOCK & HEEPER (replaces I WOWS. 28'WIDE& SMALLER
7 C30705 1 OR 2 item 6)ATTACHED W 4 ZINC TRUTH HARDWARE OR EQUIV. Rw U
/O #6 X 5/8'FH SMS 2®WOWS. OVER 2B'WIDE h, _
8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WOWS. 28'WIDE& SMALLER (-
_ 2-_0_WDWS. OVER 28'W_ID_E__ _
c;n
9 CGI-6140 2 TIE DOWN BLOCK ZINC CUSTOM CASTING_
10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED
11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB
12 CGI-618P2 VENT STOP___ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS Y
14 CGI-613P 2 FIXED VENT SHIM PNC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT1•wrour.T Rr:V1s60 °.9 2 '
- _ _ «nvlr�nanlm Ye Herta
15 CGI-61 SIP 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 14vei'aC d. .051 .0
ncce�a ewl
o
16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING I^- don°t1p o=3 A!
CGI-620C -
17 & 2 CARRIER SYSTEM _ ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT 11! u
Mian hoe Y�aduel
18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES #10 X 1 t/a"PH SMS(2 PER CORNER) ---'
19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES 910%1 1/4"PH SMS(2 PER CORNER)
_._. Elm:L.vaO u�uw
20 CGI-382V AS REDD. VINYL BULB _ _ _ PVC LSILICONE's
PLASTIC EXTRUSIONS M FE S>mvz.
21 VARIES AS REOD. STUCTURAL SILICONE SILICONE GE-1200,GE-2000,&DOW 995
COMBINATION EGRESS WB LOCK&UFT/PULL STING i °S WOWS. 28'WIDE&SMALLER22 CGI-632 1 OR 2 ZINCATTACHED W/(2)A8 X 5/8"FH SMS WITH WATERBAR) 2 9 WOWS.OVER 28"WIDEn 701523 - 2/UTE SETTING BLOCKS EPO. DUROMETER 8535 SHORE A W05-041
sheet 2 oT 101 i
CO
-1-Fry� Q
_-- Q aI
.J. I 02 a g
r ---3.x571 � �0 •f i
600-Frame IIeoJ 601-Frame Sill 502-Frome Jamb V� w W
GC6}T6 6063-T6 _ 6063-T6
paa��
VENT SHAPES FOR GLASS TYPES 7 de 2 o N m a
I` QW3�
g N�.t
a�E C -
0 oH4 nz. Rail 605-Fixed In11ck. 606-Movin Intick 607-Side(toil 1609-Glzq. Dead
6J-T6 6063-T6 l� g 8063-T6 L_Si063_Tr-__I
O Li
w O
VENT SHAPES FOR GLASS TYPES 3. 3A 4 & 4A N
1.326—
1.632 .100 --' r m Z_2 �I
085 2.507 .060 2.507 2.070 60
x.256 .63611632
ILJ
3.134 1.JT8 ,062 .9
.902sso-� L.917�J -.—�
_ r 629-Glxg. Ocod 630-Glzg. 13
625-Horiz. Roil 626-Fixed Intick. (`627-Movin Intick 52U-Side Rail 6063-T6 6063--T6 K
fi0fi3-T6 Types 4 k AA Far Glass Types 3 k]A
.325-
I I
1I� 1.094
tl
3.163
.075 Gqr.JAVM.WDM PRODUCT REVBE0
CME u -8-1=
g xilh W FTadd4
M FE/ 0]92 I6nWioR OWe
R. b nR.Myl�ra 1$-0a14.oj ' s k
I r. �m S 1 a 5
e a]5 L-1 z ---
1 02015 "'"° emurm°n 'c g
611-wOterbar 631-Ytolerhar
606}TS �W05-04
Isheel2A of 10�
e
I/W Ann. Glass 1/8-HS class
1090-Inierbyer • ,7'n,
Sln!,Gl.. S=z
's-ow An,,n-1-.' By'K-owy Anunk..I...' Supplemental 'lest Results for: Z-41
I a
-[Dy
075`Infertayer
Nb*Irt-yr,
so, .
CP ffikh PET Core !n,P Wit El C Air Infiltration - Water Leakage Resistance Forced �'Ary
By'Eas6nan ch-Ile,Co.* st, cheo�.I Co.'
AGO" .,OD,Int.loy., Test Type and Method Results
Sefla.89 Clo.,or C.I�Glass Sol'.. P C17,or Color G.I. U
a,*(.-clowrie wokel C..' Air Infiltration Test(ASTM-E283)
15 1/8"Arm Class 1/8'HS Glass 0 1.57 P,t pressure differential PASSED 044 C.F.f Uni So
...r. PASSED Ft
4 6.24 pst pr
.076 C.F. We Sot Ft
S'llcone Silk.It 0.
GE-1200 GE-1200 W.I.,Leakage test(ASTM-C.531) No leakage.flowed
-20 0
G G 00
IIr without w,lerb,r adopt,, PASSED 0 12.0 PSF
OIS-149119151 OW-995
.;In woterhnr od"(- PASSED 0 15.0 PSF
23 At I/4 Pointe On Utes 2 At 114 P.;M,On Lite,
Wrier Inew 3e %,111 Than 36' forced Entry Resist-lost PASSED
Glass Type--71:_ _Glass Type -2" (ASTM F588&Crude 10)
5/16"Nominal Glass 5/16'Ncunin.1 Glass
Annealed/Ann-lad NS/HS ry
EQUAL LITER WINDOWS EQUAL LITER ITINDOWN EQUAL LITER WINDOWS
DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSY DESIGN LOAD CAPACITY-VSF
__!,,dth
WINDOW DIMS. GLASS TYPE'1' USS TYPE'W WINDOW DID& GLASS TYPE TGLAss TYPE*2! WINDOW DIMS, CLASS TYPE T GLASS TYPE v
.01" I,vcmt Exy.(+)I IW.(-)"T.(.)INT.(-) MOTH I HEVIT EXT,(+)JINTH EXt.(+)INT(-) MOTH HEIGHT EXT,(+)INT.(-)Er.(+)INT.(-) OO
r,
0, vl
2- js.o- 210.0 00 im W�
-Lo- 210-0
210.0 0 210,0 JO' -720.0 26-1/2- G. -6
GOA 0 1-WO - 10a.0 210.0 100.0 10.11,
'00�0 3,
",a
SI 190.0
32, 2101� 32- 1;..:D: 111.9 100,0 Ima 3r n
IGG. -I.- _!??I__ S, 7 jOS--0-110", �LO-O0 -M-0
100.0 2100 is- a 70t.-s -iGG0 12-00 g.V)f7;
n o
m 100A IIIA iou.o 210.0 n'
roi
:2' 1.4 21011] 12* 85-4 _!SA IWD IMO 1000 210D IOMG 21..0
1 26-1/2'NI -�Oco- iiyo-
GO. _3,. 100. 210.0
,me 48' m? ?62 jC2.0 �120.0 IT- 7---TOO--ilmo' D J
Who 54, 60.9 mg loom Two' 37" too I�.2 4
MOTH
s-'/
[2 /2
/W
2"/2-
7.
244 ad "a .a 53-,/B- 100.0 04.1 1 100.0 1 206.9
I A -1,-- - -- - - ie
210E Oz iD. Nt-o 120D I G_,'e. 2:0 12�12 111-0 -1
�-or 100.0 ?2�21 1'. 3", "a" G�O
"a a -Ti-903 100-0 -i-tac 12: 105- _jkg :% Wob IM-0 261/82- 2 Me 210.0
LOO-0 -20-5!1�
W-5/8
12 60, 10,1�
,,6 '1-a Im! !W.o '0.51 3 Goo 168.3 mom 2mm
-L-
Lmo 12" 1 21 0 42- 75.3 75� V003 12MO 5 IGG.O R11.2 100.0 168.7
48 42 1 1
I+�WL.01 a4.7 100. 120.0 48' 9-6 --- x U
la-6 "Go _TINOA 210o 109.0 110.0 A.�x
se, 1 68.6 8&6 100.0 120.0 24- 1P.0 120E toom -L2mo 26-1/r IOGO 207,5 100.0 2100 2
24' 192.1 201.1_
IM-0 210.0 30- 90.7 90.7 _100.0_ 0�ti).O 100 a 154,9 100.0 210.0
100.0 21 no
7.6 7519 Iwo O.�.
220-G- 162A 32' 120* ING 838 IMO UGA 53-1/8- 11&1 EGA 1 12"
Ll-
6'.. 00 20-o- Is-;/s
210.0 r66.4 -1- 6 /2 72- !W�-o -!�LfL- I
72' D 00-9 HiL7 100.0 36, t0gi LI�L� 2
n.0 __ loeo 210.0
,6' 1 42'
I
42 100.0 120.0 l000 3r
Iwo _100.0 141,11
1204 1*010 1100 W,.g Cale
120.0 2
0
G�o
IL9.1 j12-0 0 ':' 0rY
I
961D 061 100-0 "1-1/8- �Z- 120b
54- Do 0 IcoG _�Ol 0 _2
I ': a� ,
�:::/12 's. a ;GG.
ePlvrza
-LIG 0 111-0-0 -121 - j UaAe Pd-
101010 113- 100.0 210.0 210E Now
6.6 %010
37 13',
53 sob Sao.1.10110 1.120.0 1
)OOG 3 2 1 1
_!3" IOMO 210.0 -1/8'
64 120.0 Too, 120
4 - ----o -
T
2 700.0 106.1 1imso.� C-
-W-fi161.0 120.0 M iki -.8 00.0 PE I 7059254"
'7 All values shown are Design PSF(Pounds per Square Foot) cYfl
3636 ,3 G
_ '
VALUES FOR EXTERIOR LOADS(+)SHOWN ARE
CUSS CAPACITIES ON THIS SHEET ARE FOR SILL WITH WATERBAR ADAPTER
BASED ON AS C13GO-09(3 SEC.CUSTS) FOR WINDOWS WITHOUT WAIEREAR ADAPTER 2015 W05-(
u10 FLORIGAN'LOING ComutsSION I,MIT EXTERIOR(+) LOADS TO 80.0 PSF q46
OECI-ARATOEY STATEMENT DCADS-OEC-219 16
.poo'tn,e.loyn .c9o'td<rIa
IryGlas Yer r
NOSE. BY NUroray Amcrko.Irs.' S IryGlas �� l9,
BASES ON ASTM
IZ T-0 SHEET ARE Ry Kvrmq Americo.Me.' II
ABASEND
ON ASTU E1300-tl9(3 SEC.GVE7E) 3 1k' '
" .75 Mmrlay°` .a7s•Mterloy<r '
cP v7gh PEr core 3 16" AN sob°.CP 1ww PEI core --s
EQUAL LITES WINDOWS
AND FLORIDA BUILDING COUWSSION / / Ip
CECtMATORY STATEMENT OCJAM-DEC-219 mon Chernitat Co,' ( r-rQ
8Y'Eoslmon Ch.-Co.• x FF
ledotoo•lel<tlay., 0P g _S fk.tip Clear or Calor Glassiman Chemfcd Ca.' ay'Eostman Ch<micd Co.' aDesfGN 10.021 CAPACATY-PSP 3/16" )1S f 3 16"ANN
WINDOW DINS, GUSS TYPE'0' LISS TYPE'0A'GIASS TYPE'4'.LASS TYPE'4A !Sil cGE-i200 SitiOone a
•wlDn+ HEtGyn Exr.(+)1NLi-Y eAr.(a)iM.{-}Exsp)INL(-7 FYr.(a)wL(-) CE-1200GGE-1200E-200020.• lar7,o 210.0 1024 210.0 IOO.q 210.0 lob.° 210.0DOW-995 lUOW-995 C 0
_ .30• 100.0 210.0 ,040 21°.4 loo. 210.0 IS. 210.. 11/4 Ponts On toes `-/ Al I/q Points 0.Ut<s 04 Q. Glass c <r 121021]6• Glass )ype 3Awm<r won]6• pa m3Z' '.oO x10.0 IDO,O 210.0 100.0 210,0 1000 21°.0 YP YY11
210.0 106.0 _2140 Y00,0 210.0 1000 208.2 ---- 090'InYerlq<rW.6-y-
-
U�j 3 tt
42• 100.0 210.0 100.0 _210.0_ IWO 2140 1°0.0 175.9 I 8' HS taterloyer
_ _ _ / �8,'K.la 1/8"ANN-1 -.090'sentryglos I,(,i N C
0.e• 500.4 2G0.. 1.0.0 20°.0 500.0 20..0 5044 158.6 8Y'KuroraY America,tnc.' Dy'NurWoy AmNka.Me.' 112
54' 100.0 17La 100.0 17 La IOOA 171,4 10a.D 139.5 3/8`Air Space I qT5-Inledayer 3/13"Air *Alt7t/4
•Interlayer ,m
1 sono.CP Prw PET C°r< .CP waw PET C-
1/8-
me CLL----
z4' wao 2/0.0 Iona zs9.. 140.0 vop l.bo 210.0 7 8" HS BY'Eaximoa Gn<miad Co.' - -
30• 100.0 210..-0 -IC0.0 210.0 1000 2100 1000-71 mo / 1/8"ANF°'In'°n CEtn"<°1 C°•
J2• 100.0 210.0 100.02i4_a 100.0' 214,9 100.0 202.2 100"Inknayer •Inl<r-fke IP C+ear.r Col.,Gt- s tM alaj'0ea'Cr CAW Glass�- 2100 100.° 21 'Colo 210.0 1000 174,5 8ya<Iman ChemiCd Ca: Eastman ehemkdxL FOGE SPACER 210.0 IW.O 210.° 1°00 210,0 1°0,0 1530 SLSTEELBy•CA,,,NA• �1 8" H`i XL EDGE SPAC ``'I 10°,0 120.0 1°0.0I1°0,0 12°.0 104.0 120.0 OR "YP / SL STEEL BY'CAROINAi/(3"ANNpt1RA5FAl BY'gDANEX... - SIIIGOnp =54 100.. 120.° 100.0 1200 1000 120.0 Ip0.0 106.3 Silicone OR \`GC-1200 OUWSEAL Nr'OUANEGE 1200 R O W24' IoO 210.0 190.0 21°.0 100,0 21°0 100.0 21°.0 SUPER SPACER BY'OUANEW GE-2000._ -.___ _,____. DO'N-995 SUPER SPACER BY•OUANEDOW30' Iga.o 210.0 1200 210.0 too.. 210,° 102.0 2120 OOW995 __. zs AA 1/0.Pmm:AA stree t/0.Patnls An su<, +]z Ipa.9 210,0 taao191.2Idda z+aa +qoo »ao Gtnss (ype 4Glass 36' 72• 1°0.0 210.0 100.0 198.0 100._0 2100 IWO 1601
•2' tCO.D 520.0 590.0 1ffiA h00.0 130.. 1000 520.0 EQUAL LI•TES WINDOTYS Q M
width (O 3
AS' 100_0 _120.0 00
_ 1 .0 120.0 IOO.p 120.0 109.0_ 1°9.5 0E8ICN LOAtl CAPACITY-PSP �---� Z 2C�...,
54' 500.0 1249 509.0 120.0 to0.a }20.0 90.5 90.5 WINDOW DISCS. 1.1.055 TYPg'0'.LASS TYPE•3A'GUSS TYPE'4'LASS TYPE'4A' �+O
20.' 100.0 x10.0 100.0 210.. 100.0 210,0 100,0 190.2 WIDTH HEIGHT EXT.(+I INT.(-)EXT.(+)IM.(-)Exi.(+)INr.(-)E%L(+j INL(-) -OE
3
0
` 100.a 2104 100.0 JI-00--um-0.. 2100 100.0 iS2.3 119-if6• OOA 2140 iaa9 210.0 100.4 21140 1000 214° p V-M
. ._. _ .___".__ -._. __
32" da• 100.0 210.0 1°0.0 210.0 100.0 210.0 1a0�0 143.7 26-1/2' 26• 1004 210,0 100.0 210.0 100.0 210.0 _100.0 210.0 �A 1q r---
J6• IOaA 120.0 100.0 _120.0 tGOA 130.0 IOQa 120.0 37' 100.0 210.0 100,0 210.0 100,0 210.0 104.0 210.4 zi
0.2' 100.0 110.0 100.0 140.0 100.0 120.0 100.0 1127 sl-1/8• 100.0 2140 104.0 210.0 IWO 210.0 100.0 210.0. O G
48' 100.0 1110.0 100.0 _120.9 ]DOA 120,0 90.9 90.9 14-1/8' 10°.0_ 210.0 IOO.D _2100 100.0_ 2100 100.0 216.0 � 0
_ _ 3
24' 500.0 120.° 100.0 120.4 100.0 120.0 80.6 50.6 2b-I/Z• 1200 21°.0 ICo.0 2140 190.0 21°.0 _100.0 210,0 W o S R
]8'J/B'
24• 1001. 210.0 100.0_ 210.0 1040 210° 1°00 172.0 37' 100.0 Van 100.0 210.0 100.0 210.0 IWO _210,0 _
30' +00.0 120.0 1°0.0 1240 10°.0 x20.0 100.0 120.0 53-i/8- ''0b 204,9 100.0 206.9 ,00.o 2269 100.0 2099 - p
3Z" IgD.O 120.0 IOD.O 120.0 100.0 124_0 100.0 1199 {9-1/e• 100.° 210.0 100.0 210.0 100.0 210.0 100.0 210.0 _ 0.0
3b' 98- 590.0 12°.0 100.0 tZOA 5048 12°0 140.° 107.8 26-i/2'W-5/8- 109.0 2148 1004 214.° 100.0 210.0 100.0 254. �QU01 (.Ile tiYYi4()flW
42• 100,0 120.0 100.0 120.0 100.0 120.0 90.8 900 ]7' 100.0 210.0 104.0 210.0 100.0 210.0 1000 _193.1 - Y.-
48' 500.0 _ 509.0 720.0_ 140.0 120.0 809 80.9 53-1f8' 5000 548.7 1000 108.7 100.0 168.T 109.0 131.7 All V I{ shown Ore(Design f$F(Po Undo per Squcre Foot) c
Sa' 1°0.0 120.0 100.0 112.8 100.° 120.0 73.2 73.2 19-1/8' 100.0 210.0 IOp.9 210.0 100.0 21°0 100.0 21°.0 9 yv
VALUES FOR E%fER10R UQADS(+)SHOWN ARE >o-a 8 iT
24' 100.0 2faA 100.0 It40 1C0.a 1040 151.2 26-t/2' IOOA 214.0 10.,0 210.0 iC0.0 2110.0 1040 214.9 :e u
63' _ _ _ FOR SILL WITH WATERBAR ADAPTER u
]0' IOD.O 120.0 tCO. 120.0 1000 1200 100_0 _108.8 ]7• 100.0 210.0 100,0 19L9 100_0 210.0 100.0 _177.6 FOR WINDOWS WITHOUT WNtNHAR ADAPTER
32• 108. ia4D _120_._ tw.o 120.0 2100 120.0 !Db.o 1045 s0.-1/6• 102.0 124.0 too. 120,0 140.0 ,20. wo-o 104,5 UNOT EXTERIOR(+) LOADS TO 80.4 PSF 21 1 v
36' 100.0 120.0 100.0 _12°.0 100.0 120.0 91.2 91.2 19-1/8' 1°0.0 2100 100.0 210.° 100.0 210.0 100.0 210.0 Engr.UVb A1+UA0 1
42' _50_0_0 1240 100.0 120.0 lop0 I2.A Baa 840 26-11/2' 100.° 210.0 1040 2100 100.0 210.0 100.0 142.9 CN,L I
>2` __ - t'RWUttTRBVL964 4JU,
48' 1°0.0 120.0 100.2 112.2 _100.0 120.0 72.9 72.9 ]7' 100.0 210,0 100.0 196_5 100.0 210.0 100.° 156.0 Plyin6 ulth lbe l'!v)AI2' 00.0 1200 100.0 120.0 IOO.a 120.0 IOpA 110.0 S]-1/8' 100.0 120.0 100,0 128.0 1004 120.0 40.8448 ItuiM�eR6a1C30' 104,0 12°.0 IOa.O 120.0 100.0 120,0 904 96.< 19-t/e' 1°0.0 210.0 100.0 210D 100.° 21°0 100.4 2100 E.32' 120- 1d0.0 120.0 100.0 120.0 104:0 1_20.0 89. d8.e 26-1/Y 76' 1°0.0 4100 100.0 21..0 100.0 210.0 1040 IB2.r 0 2015 brawin4" O.
.b' 190-_0 120.0 1440 120.0 1000 1269 _8_0.8 80.6 37` ICOO 210.0 IOp._0 _194.8 100.° 2100 100.° li$.1 7�Ovir'A�fePrMIM('an Wd5-04•)
0.Z' 1000 120.0 100.0 114.1 IGO.p 120.0 70.6 70.8 S3-I/8' 'C0.0 120.0 100.0 IR0.0 1C0.0 120.0 BB3 98.3 _
3A.f T 0
t
1/8"Ann. Gloss 1/8"HS Gloss Es �lo�
.090'Interlayer .090•Interlayer
Sentry6laas r'8entryG(os ISI
By % roY Amedco,Inc.' BY %urareY Am<rica,Inc.' _
Supplemental Test Results for,
.oT;Interlayer .075 mledayerIt>�'
Sidle,CP YAIh PET Core Ile.CP With PEI C-
By Infiltration - Water leakage Resistance - Forced Entry F
By'Faslman Chemlaal Co: 9y'Eastman Lhomical Ca: G w 1
.100-mtenayer .too'ldedayer Test Type and Method Results ��u
sane,HP clear or Cali Chr. sane,HP Clear or Cdar Gmss - = IL d
8,'Easnnan Chamicd Co.' By'Eostmon CliI Ce. Air Infiltration test(ASTM E283) Ir C
- 1/8"Ann. Glass m -1/8"HS Glass 6D 1.57 psf pressure differential PASSED(.044 C.F./Min/Sq FI) V „r
K
0 5.24 psf press re differential PASSED(.076 C.F./Min/Sq Fli1 ,income ° ? Silicone - -- - p a¢a I
O GE-1200 O GF.-1200 Water Leakage Test (ASTM-F331) No leakage allowed 0 dh�
GF-2000 - GE 2000 without w,terhar adaptor PASSED O 12.0 PSF C m m O
DOW-995
OOW-995 wdh watcrhiu adaptor PASSED 0 15.0 PSF LL Z ut LL o
L m I/4 Pomis On Lite Z At 1/4 Pdms on lass ----- z T f 0
23 At
Than 36' Wider rhon 36' Forced Entry Resistance tcsl PASSED Q W.ry
,.SIM 1'588 h Grade IO)
Gloss Type "1" Gloss Type 2 (' l -]
5/16"NOfnirlal Gloss 5/16"Nnminol Glass
Annealed/Annealed HS/HS ?f
MALTEAL LITES WINDOWS (OEIEI.) UNEQUAL LITES WINDOWS (ORIEL) i
DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP i I I1-- w
. TDP 4EN GU55 TYPE'l'f.US9 TYPB 2 NIN0011 DMS. IOPVFH OUSE TYPE 1'GLASS TYPE'2' O yl HEIGIR EXT.(+)INr.(-)EXT.(+)INC(-) WIDTH IIEIOIIT NEICM EXL(+)IM.(-)EXI.(4)INT.(-) O
100.0 161.9 100.0 210.0 19-1/e 100.0 210.0 1000 7100 N
100.0 1166 100.0 1200 26-1/2' 96. 49' 100138.5 100.0 210.0100.0 111.9 100.0 120.0 3]' ( ,) . .J 100.0 1700O „48' 100.0 101.5 100.0 120.0 53-I/8 699 699 100a 120.0.) 69A BSA IGo.O 110.0 19100.0 210.0 100.0 210.076.2 76.2 100.0 120.1 26-1/]' IC6' 54' 100.0 120.0 100.0 120.0Z�68.9 68.9 100.0 120.0 ]]' ( ') BJ.6 B3.6 IpoA 120.0
IS
24' IWO 142.4 1000 210.0 19-1/8' 100.0 2HLO 100.0 2100 I•NODUCr RDYth�FIm�
100.0 102.2 100.1 I70.a 26-1/2' 1ZO' 60' 100.0 IOB.6 100.0 120.0 ro,ndnn6••' lrN U -
30. 6mk6a6C Iki Dgt4,.o
32' 94.9 94.9 100.0 120.0 31 (M ) 73.7 73.7 IW.O 170.0 trirult
3e" (MAX-) i4• 85.9 85.9 100.0 120.0 19-1/B 100.0 210.0 1C0.0 210.0
42' 75.3 ]5S 100.0 120.0 26-1/2 120' 66' 99.5 99.5 100.0 1200
48' 68.6 68.6 100.0 120.0 3]' ( ') 63.7
65.7 100.0 120.0 Mimi)ode 14aNa4 a ^
24' 100.0 120.0 100.0 120.0 19-1/6 120• 72. 100.0 210.0 100.0 210.0 ?Q n
30- _907 so.7 IMO 120.0 26-1/2' (MAX.) 93.9 93.9 100.0 120.0 VALUES FOR EXTERIOR LOADS(+)SHOWN ARE -r,e o
32• 120' 60- 83.6 63.6 100.0 12a.o re-1/e' ]e, I6a.a 12MO 100.0 120.a FOR SILL WITH WA ADAPTER :5 9
___ 120 FOR WINDOWS WITHOUT WATERBAR ADAPTER
36' ( ') 75.9 759 100.0 120.0 25-I/2' (LAX.) Bea ea.o 100.0 1200 Q Q
4Y 66.0 66.4 100.0 I2a.a 19-1/6' 120• 94, laoA 120.0 m0.0 120.0 LhMI) EXTERIOR(+) LOADS TO 80.0 PSF
24' 100.0 120.0 100.0 120.0 25-1/2' (MAX.) MA 79.0 IW.O 120.0 Width,
]0' 120' 6B' _91.7 eL7 100.0 120.0
32' pux.) n.7 n.i-iao.o 120.0_ - - - -
36' 67.4 .7A Io0.o Izo.o 1
24' 100.0 113. 100.0 120.0 NOTE r l-
Sa' 71.1 --6 100.0 120.0 CLASS CAPACIDES ON THIS SHEET ARE Tap Vent Y 1 1
120' 7Z' - - -71.1 -_ BASED ON ASTL EIJCO-09(3 SEC.GUSTS) En 40 46uao ( 1
32• (11.1X) 70.1 '70.1 100.0 120.0 AND FLORIDA BUILDING COMMISSION -4-L -
36' 60.J 60.3 100.0 1206. DECLARATORY STATEMENT OCAOS-OEC-219 T FCA 7x592
24" 100.0 120.0 100.0 120.0
30' 120' 78' 710 71.2 100.0 120.0 This Ute must be
32' (MAX.) 63B 63.8 ICOR 120.0 Equal Io or smaller - o.
than the Top Lile Ldrawing
24• 120- 84' ICO.o 120.0 100.0 120.0
30' (Mix.) 66.6 66.6 IG0.0 r2o.a .UL 3 0 O1S W05-04
All values shown are Design PSF'(Pounds per Square Fool) Unequal Lite Window sheet 4 of 10)
0
.096'mtn,gyer .dsd'mte ���
rT--s4mrrraaa -, IryGba�er
fly'Ku,amy ArnG,ico,InC: Dy Norway Amencq.Inc; �"
.075"Inlwto i
yer !ntanoyer
3/16" HS Sane.GP Yfilh PEI Cae 3/16"ANN, soue,GP nim PEI C
by
o
8y zstmgn Chemiaoi Co,' Dy tlmon CM .,Co.*
I .100'Inlerloyer ,100'Inld.loyer I� Vl
t.Sallez IIP Cl",or Color Gloss -Soliez HP cl-w Color Gloag r n
By'tgstmgn CMmzai Co.' ^ By-Eminwn Chem..Co.'
0 d o
---5/16" HIS -( 3/16'ANN IL uj
Mo
I�
Silicone Silicone 0 t
JJJ '- GE-1200M4 GE-000
GE-2000 a GE--2000 0a '{
DOW-995 - DOW-995 0'c
'3 H 1/4 P.I.I.On E7tes AIf f 4 PaiUS-nts 4n 0.4 Q^
GLASS CAPACITIES ON THIS SKEET ARE 2„! 23 a
BASED ON ASTM EI30^09(a sec.cusTs) _Gloss Type '3" v6ae,Inas 36' Glass Type "3A" waw 11hon 36' 0'�^0ii
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219 .490''nteflgyn .090'Mti,myer Q w m
j/8" HS srnuyclaq 1/8"ANN -Snnl,ms I>r 110
r-Dy Xwgmy Amerlaa.Inc,' By•..,.,.y Ame,;C Mr.' m�°
UNEQUAL LITFS W1NT10M1TS (ORIEL) 3/8"Air Space 475'tnierloyer 3 .O]5'InleNayer �H.
/8"Air Space :.b
5onea Op Wth PET Core - Salle:CP with PET Cote
DESIGN LOAD CAPACITY-PSP / Oy'C.M.-Chemle.Ca.' 1/8"ANI HP'Eoatmgn Chcmicgl Co.•
8" HIS
WINDOM 07611. TOP vEHI GL15S TYPE'0' lA.C3 TYPE'OA'CIASB TYPE'4' 114Y TYPE'IA• .100 intenoyer .100'Interlayer m
'MOIN HEIGHT HEIGHT EXT.(*)INT.(-)EXL(+)INT.(-)EXT.(+)INT.(-)E%E(+)INT.(-) Iln MP Ciror or C.I.Cl... '-Soan Hp Clear w CO.,Glass
8y•Eastman Chtnnucgi Co.' / Dy'Easimgn Chemical Co: v
74' 590.0 210.0 106.0 290.0 106.0 2500 1W.tl 172.tl XL EDGE SPACER (• %L EDGE SPACER i' 6
JO' _100.0 120.0 100.0 120,0 100.0 120.0 100.0 1200 ST.STEEL BY'CARDINAL' 1 x-1/8" 115 5T.STEEL BY*CARE 4c", ' ~'1 fB t1NN ir1
32' 1000 120A 500.0 120.0 100.6 120.0 TOGA iTB,9 aR 4L. S;4cone Silicone O
J6" 96" 48' t00.0 120.0 100.0 120.0 100.0 170.0 100.0 107.8 DURASEAL BY'OIIANE%' - n.t GE-1200 OURASFAL d'T'OlW2E.' �r GF-1200 O W
(6u1t.} _ _ _ _ ___ oR GE-2000 OR UY -GE-?000 r t7 T wK
- wX'
42' 100.0 126.0 t�.0 170.0 540.0 120.0 90.8 90.8 SUPER SPACER ill''tY2ANEX' DOW-995 SUPER SPACER t1Y"6UANEY UOW-995 $ to
a8' 100.0 1200 100,0 120.0 100.0 120_0 80.9 _80.7 2J Al 1/l{y;nta NI Sizea 1J At !f4 Pq;nlq AO SVes 2N o
5t lonA Tza.o ;odd 1126 foo.q tzoA 73,2 712 GIOss Ty�ye "4�' Gloss Type .•4A••
24• 100.0 2USA INA 210.0 100.0 210.0 ICAO 151.2 '0
"" "- -- - UNEQUAL LITES IYINDOIYS (ORIEL)
3p' 360.0 120.0 100.0 110.0 IOOA 120_6 tW�4 108.6 t'ROUEJC[RfiYiSi`D p z_Z J
_..._.____ maemgying vim 560 8011.09 ;�! .
J2' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 DESIGN LOAD CAPACITY-PSP ,
IS
36' 108' S4" IW.O 120.0 100.0 170.0 100.0 t20A 91.2 41.2_ WINDOW MAN. TCP KN G2ASS TYPE'S"CAST+TYLE 9A GL6S3 TYPE'4' [ASS TYPE'!A' AttrPlawt'to3 '05(2.0 �^ 3 p �
(MAX.y M1 Iinq ptle o m p g
42' 1000 110.0 100.0 120.0_ 100.0 120.0 80.0 80.0 WIOTN NE14NT NEIGH( E1ri.(+)INT.(-)E%T.(+)IH7.(-)E%f.(+)INt.(-)E%7.(+)INT.(-)
i ;e• ICOO 120.0 SMA 112.2 100.0 1200 72.9 729 19-//8" 100.0 210.4 100.0 210.0 100,0 2/CA 100.0 250.6 Dy
--._.0.__ --- M1luni PtatoN f:en t�--�--�I1
24' 100.0_ _120.0 f"A 170.0 Id0.0 "20._0 100.0 120.0 28-I/2' 96' 4B' IOO.o 210.0 100,0 210.0 Id0.0_ 110.0 _100.0 117.1 1Vit i
30• IC0.0 120.0 IOOA_ 120.0 100.0 1704 96.4 96_.4 J7' {MA%.) 100.6 12MO 100.0 120A I00A 1204 I00A 105.5
32' 120' 60' 100.0 IZ8.0 500.0 120.0 104.0 170.0 88.8 98.8 5]-11/8' 100.0 IZO.p 1CO,d 114.4 100.0 120.0 ]4.2 ]4.2 ' y
36 (MAX•) 1St..0 120.p IOO.q 1700 100.0r12 80.6 80.6 19-I/8" 1p0.0 210.0 1000 _210.0 100.0 210.0 1004 210.0 I C
s2' Y00.0 120.0 100.0 554,5 IOOA ]tY.5 ]Ob 26-iJ2' 108' S4" iC6A 120.0 1W_0 120.0 140.0 126.0 IOOA 131.0 L a 2 Y.N
m Top Venl
2a' 100.0 120.0 100.0 120.0 100.0 100.0 120.0 J]' (MAX') 100.0 120.0 100,4 f 70.0 104.0 120.088A� 88.8
30• 126' 66' UAe t2OA 100.0 120.4 104.0 86.8 CAR 119-SfB' to" 210.4 /000 204.2 500.0 210.0 106.0 210A
J2' {MAX) IOOA 120.0 NWA 120.0 Unn.O 824 82.8 26-1/2' 120' 60' _100.0 120.0 100.0 120.0 100.0 120.0 IC0.0 113.4 n ^ a
,Sr 506.4 120.0 1100.0 120.4 100.0 754 ]IX 3T' (MAY') 100.0 124.0 144.0 120.4 100.0 120.0 78.3 783 N
24' 100.0 120.0 ICp«0 124.0 100.0 100__0 120.0_ 119-I/8' 100.0 210.0 100,0 210A 100.0 210.0 1000 _210.0 This Ute must he
J4' t00A 120;6 iC0.0 1200 1000 81.9 Bt.9 26-tj2' 120' 66' 100.0 1704 tGOA 1209 500.0 1109 540.0 5453 Equal!O or
120' 72' --. - _ __. -__ i thou the Top L.A. _g tl
az" p.Ax.) 160.0 I2o.o 190.0 +zo.o 100.6 74--5 ]115 37' (" ) IDD.o- I:4A' 100.0 120.0 100.0 120.0 69.8 694 - -n 5 a
J6' 100.0 1200. two 120.0 500.0 tIS-2 fiC. 640 19-1/8 12W 72' 1000 110.0 1064 210.0 100,0 2100 HAD 210.0 o u+.
24' _100.0 120.0 100.0 120.0 IOOA 120.0 1000 170.0 26-1/2' (IJAX.} 100.0 120.0 100.0 120A 100.0 120.0 99.8 99.8 Unequal l..l(e Window
30' 120' 78' 160.0 120.0 100.0 120,0 1004 120.0 76.8 75.6 19-1f8' 110' 78' 100.0 210.0 100.0 210.0 100.4 214.0 160.6 203.J $
32" (MAX.j I00A 120.0 1000 120.0 100.0 1200 67.8 67.8 26-1/2' (MA%.j 9C0.0 120.0 100.0 120.0 100.0 120.0 915 916CM
Eny.4vA0 AHMb - I ,I
21' "20' 811" 100.0 120.0 100,0 t2o-0 100.0 120.0 1004 170.0 19-IfB' 120' 84. 100.0 210.0 100.0_ 21-0 100.0 210-0 IDOA 163.5 4UL"
592
30' iMNt.y iw.4 ao.o i�.q 120,0 500.0 120.0 f 70.7 26-t/2' (MAST 044.4 lzN- 1000 520.0 100.0 120.0 84.8 818 All values shown ore Design PST(pounds per Sgaoye Foot)VALUES FOR EXTERIOR LOADS(+) SHOWN AREFOR SILL WHH ITTUT' ADAPTER 2(1f5 W05-04J
FOR WINDOWS WRHOUi'NATERBAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF C`heet 4AoT t0
�t z A gI
Installation Type A'� rAf'Ot1ANl NOTE: F v
Wood Rucks must sustain
Reveled P.1.Wood Ruck loads imposed by glazing I i
system and transfer 0
them to the building 0.
Buck bed in .r; structure. TYPICAL ANCHORS: sEE ELEY.FOR sPAoNG C o
_reolnnl(typ) •. 1/4"DIA ULTRACON BY'Et CO' (F—In KA Fy-155 xsg V w y
•
1/4'DIA HILT!KWIK-CON II(F-16.1 KSI,ry-157 MI) (.rY o Sy'�
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O
1/4' Did.
1-1/2'MIN. PENETRATION INTO WOOD
Flat Head
S
ltracon Or Oyri)
Ut
THRU 1BY BUCKS INTO CONC.OR MASONRY LL N R
Kwik-con '_--�I - 1-1/4"MIN.EMBED INTO CONC.OR MASONRY
(or equal) 11 L DIRECTLY INTO CONCRETE OR FILLED BLOCKS a b F C
1-3/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK 1
l "" r
1/4"OIA.TEKS OR SELF DRILLING SCREWS(GRADE 5 CRs)
INTO MIAMI-RADE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') (^
INTO METAL STRUCTURES s n
STEEL: 12 GA.MIN. (Fy a 36 KSI MIN.) z it 9
• ALUMINUM : I/8'THK.MIN.(6083-T5 MIN.) i Ow
1/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w o!r
n i G
TYPICAL EDGE DISTANCE x ry o
INTO CONCRETE AND MASONRY-2-1/2"MIN. 3"1n a
_ INTO WOOD STRUCTURE I"MIN. O
INTO METAL STRUCTURE=3/4"MIN. Z Z
2 3/'r WOOD AT HEAD,SRL OR JAMBS SG-0.55 WN. 3 0 C
CONCRETE AT HEADSILL OR JAMBS 1'e-3000 PSI MIN.
C-90 FILLED BLOCK AT JAMBS I'm-2060 PSI MRI. U 3
S I x 4 Reveled P.T. --�
Wood Huck (typ.) _ 1
1 1/a'
Min. Values lar Installation Type 'A' apply to the following installation types, with g^f
maximum shim space 1/4": �y• tt
1- Using 1 by P.T. Wood bucks, min. 3/4" thick, j� d
44
Optional 'l.- Directly into masonry, without the use of wood bucks.
Sealant Non-beveled
�flT V (d`de Buck 3_ Directly into o steel or aluminum structure 'A 9.
y� O _ n. I/8' thick and using rf 14 Teks or Sell drilling screws. �I iuIe
Structure must be designed by others to susluin the loads imposed
1 1
!/
by
the window. `r
�-�-T.. :. .� RR ,1
• I r. ..uvAo�Iwa �.
_ 1'RUDD cTVISBo c"A
,�Nn al.im ur Fkald4 11a re I ossz
mau 6 Ll9..1. JSJe
p..•_ •� _ _ .. . • :��,0".°15-0512.0 rg I� s v5
.'dowinq -�o.l
.Una
Option.] we-cast seD.Pv lCmiAd! (W05-04j
(shee_l 5 iol
Z
�1
Insinllotion Type "B" O Installation Type 0.
/2 x 4 Reveled P.T. load Buck based on wood penetration only �QQ7 F i�
> sing I x 4 or 2 x 4 woad buck9 O a o
a
Duck bed .n K�. � � '� Buck bed in a'
sealant (typ) • •t•"` "•` o t
o�'< g
\
1/4" Dia. Flat Head / Sealanl— Q LL
kiltracon/Kwik-Con _ ;� 1/4" Dia. Ilot Head (typ) E
(or Equal) Toks Or C p
1-1/2" Min. Wood Embed (lyp) _�J` E 1/4" Dia. Ultracon/Kwik-Con „ p)
--� m Fasteners O h E
Fr
OH\J E
JIx 4 P.T. Wood Buck(lyp)
3 N
�^� See Installation for 1 x 4 & 2 x 4P.T. Wood Buck Styles0IhIPORTANT NOTE:_ 0_Wood Bucks must sustain fonds imposed by glazing2 3/4" xsystem and transfer l V C
n _ them to the building
2 x 4 Beveled P.r. structure.. -
I
Wood Buck (typ.) PRODUCT RRY18Ra
JQ & JT cRylc
IJyiod wim meFluld
a�wm Cod.
AraPtanm Cla I5•05120
�� Pa ration pMe o
1 1/2Min. - A G
Tolol ylaod nr I N� R
Oplianal Mi i eProEup
atanl Non-beveled Penetration a 4 9 9$
rI Woad Buck
(dotted) Optn-ional r+^
/� /Sealant Nobeveled
� �S 1 (dottedWood �utk
_ ! J
IvO
frp r - � c s s1al
TT 7 r 1
2 vsy. V p15 _
.3 drawing
opeanah"Pre-cast sill (W05-04I
-- '— fsheel6 of 10
e
0
ANCHORS ANCHORS
DFYIGN LOAD CAPACITY-PSP DESIGN MAD CAPACITY-PSP
SID,FOIE PATTERN 5176 1I11E PATTERN 51D.HOLE PATR:ILY STD.HOIE PATTERN m
N0' 1/0 ADOL ANCHOR IRR ADDI.ANCHOR WINDOW DIMS. IJo AML ANCHOR IRO Is.AYCIf..
Z 13'
WINDOW DIMS. WCHORS ANCIgRS OF y I.li'
AnDIN HEIGHT .i JAMB EYr.(4)A INT.(-)EM.(3)&INT.(-) w m NEIOM AT JAMB En.(4)GIM.(-)IXT.(4)d:1K.(-) f W ry
24• 210.0__ 210.0 19-1/B" 210.0 210.0 Q a
30' 210.0 210.0 26-1/2' 26' 4 -_ 210.0 210.0 O d u
32' 210.6 - 2fa.0 37' 210.0. 210.0 a
36" 48• d 210.0 210.0 53-1/0" 210.0 210.0 a'O
42' 201.8 210.0 19-1/8" 210.0 210.0 O n I
48' --175.7 210.0 26-1/x'38-3/8" 4 ___210.0 210_0_ 0 G lu q
St• 147.2 ---206.4 31 210.0 210.0 O K TQ CQI 8
24' 210.0 210.0 53-1/B" 176.9 210.0
}0• 193.7 210.0 19-1/5' 210.0 210.0 Q ;
32• ---185.5 210.0 26-1/z'50-5/9' 4 210.0__ 210.0 LL z
36' 170.9 210.0 _ 37• 208.1 210_0J a A ,1`
42" 152.9 1912 53-1/8• 145.6 196.3 Q�il.ry F C
____-
4B' 138.4 173.0 I9-1/8" 210.0 210.0
l-_._...._...._3
S4' 126.3 157.9 26-1/2' 63, d 198.4 210.0
24' 210.0 210.D 37' 157.4 - - _196.7
30' _ 210.0 210.0 53-1/6• 120.5 150.7
32• 210.0 210.0 19-1/8' 210.0 210.0
36" 72' 6 201.6 210.0 26-1/2' 72' 6 210.0 210.0 L r
42• 181.6 _--210.0 _ 37 -19&1 210.0
48• 145.3 1922 5}-1/8" 1206. 175.7 O n
54' 117.2 175.7 19-I/8• 21UA_ 210.0 w a VVVIII
24' 210.0 210.0 28-1/2 76" 6 210.0 210.0_
3a• 189.5 210.0 37" ieli 161' LOADS APPLY TO INSTALLATION TYPES �'���
32• 180.3 210.0 s3-1/e' IIB.z I6e.9 A. 8 & C AND INTO ALUMINUM BUCK a3"�'
ism 84' 6 :65.1 1928 'n
42• 14B.x _ 173.0
FOR ALUMINUM BUCK INSTALLATION SEE' ?:i ..I
4e• ids.a isi.e SHEETS 9 AND 10. 0_R
o
54' 111.2 145.3 'U
24" 194.6 210.0 V6,11h �-
30• 161.4 1063
32 153.2 1788 6'�-'^-2�G rr-I
36" 96" 8 139.7 16J.0 I Inslallotian �i
42" 1215 145.3 -- Screws
A8' 113.5 1324 I N
104.6 122.2 I^_I
54' Addl.Anchor
24' 210A 210.0 , E ❑ 13 Mtq.SGIe Ends
30' 187.5 �Sce Chart For Capacity mfil g
32' JOB' 8 177.7 !"Al
36"
_
181.6 161.8
42" 143.1- -- IB1.o
48• 129.7 145.9
24' 201.8 210.0 - _
30' 156.0 _ _196.8_ roc(�1
32' 1x0' B 157.2 178.8
J6' 142.4 IW2 -_ En9r:.MY NSVDCM
1'ItODVCTDGY15P1)
ICGI Standard Hole-Pa ttern ru n P 10582 B"44nIArinHw�NGd�ETnrMr
4Z' ..125.8 141.5 33J8 ���°n�OH
P. .lion lMe 20 y
ny n
2
' 01�\5 ns.lnV er.ma (a wcnq
I W05-04
Refer to sheets 5 k 6 of 10 for de9cription of instollation types A - B- C
sheet 7 of 10r
Vertical Mullion Performance Horizontal Mullion Performance
III-ibutory Width = For Window Performance, refer to sheets 3 or 4 54"
-w-
W, �1Y it
I .." I Z ,19
For Window Performance, refer to sheets 3 or 4
W2
W, W2
6"max Insm0a0on Screws 3^ #14. I"FH
';C.'COdj 'C"0,S 09
Sell Drilling Screw, --=.
.1 ------------
(typ)
MH
CMv 0
1. VY0
H-
(typ)
1-0
Se.l.nt/
Multiple Opening -Jultiple Opening
E
I x 4" x 1/8"thk.Aluminum
2 0,0, ';no'*')
•
r2I screw On each side of mullion 2 Or 3 .rews on each side of mullion Tube Mullion�uOclipped at endlS d I (Mull length Wd.Width - 1
Installation High Load inslaftaticn Ri
dditi-1 holes 10 be drilled by i.St.11Or)
0 Li
1' 4- 1/8" thk.Aluminum 111H11ON D""'" AD CITY 0.
Tube Mullion (unclipped of ends). ON A. 0 AN H Trum"CHOU
length.j.11 = Wdw Haight I WINDOW DIMS.I FACH CIDGE ECCH ODE EACH SIDE WINDOW DIMS. EKH SIOR -11 SIDE 11A01 SEE WIND W DIMS SHIS FICTI SIDE FACS M.L-
.'" -aC;Cr IMM--(-)M-(+)--(-)W.(.)&-(7 HCONT, [a.(-)&WC-H W-R)I HT1-)M.(+)- MOTH NOOH, 1-.(+)&-(-)oa-m&-(-)-(+).-.(-)
24* imA 210.0 210.0 24' 1216 TZ7 -11. • 21-
26. =.0 210.0
l".1 2104 210.0 �3 1053 1 t4m 9-,/w 2104 2HOO V-
#14 x 3/4"FH Tlao 1.0.. 2-Ir 194.1
T�ks Or Self Drilling Screws 2io.0 Z
3:C,
31' 4W 121. 2100 21M'D 11- Iz 3 qSS 3r 17642 210.0 VDA
42. 114A6 210.0 42- 41m1 82J .4. 176.0 210.0 VOA ly
11265 210.0 210.0 37.5 73.. 76.1 115.0 21MG 210.0 .2
11--ir - 54, US 0. .4 2�-/�- 5/5' iJO.. 210.0 n
III 24• 112.5 2- 0.0 513 91.3 109.0 210.0 --
S1+0 IT2.11 -?Iq.o '. 1 794 M4 101.1 2022 210.0
J52* 92.0 184.11 2iou) 32, HOW -..0 74.9 7l2 U" 21040 VOO
44]---_
---- -0 3v
i 7 Or. V.2 26-1/2' -W 210.0
:2- 1-2 42- %5 Z 10.7 157.4 21MO
W. - 45* 321 52.2 512 �'/a- 67-0 133.9 2000
'9-1 a• IM5 21.4
145.5 -0 2e 5000 71A 71.4 210.0
21-1 _%q.5 Io.
-- - /2" 7�
N• 900 - 2 3., .1.1 116
1112
301 151.6 210`0 32" 120- 54.2 541 37' 0.5 196A
32' 722 144.6 210.0 36' ..3 48.5 M.3 �'/w �7 1 -4
-- -- - - - -- - --;i -1/8- no 1104
MD Y 609 V 72' -- 12' 42.2 .7
SIT, y_- 31.2 1 19
1210 I-S 25-
(typ) '/2 71-
SU 11221 188.8 37' 17'9 559 310.0 0
54' Ino 1 53-1/3- 11.1 98,7 146.0 J
'In 0
2.-'/2-
2.-",r
_2
'j2
4 2 2
24* 75.0
na I M2 11215
,Ir 19.5 111.1 162*9
36• 84' 54.5 In. 147.1 E,". IRMUL REVI-WID
phiMi1hthFI0d&
42- -1.0 1 .7
540 42.1 84.2 1044INOEhO.
1 YM..
2015 j W05-(4
(Sh.'t Tort 0"l
m
-- -i-- - -I" - -- -loti--- al-�; ooa,�o
ImI�N o m u ,o c
"spo"sPo"so�oio-- Qlsp o fi Fgs
oho to 0 o blo =
o o zcW
- me u" - c - --•Im b 'v m • - _ __
o�r �:�oo : ��T i�fT�
i..!
N owblo o "$ b b o o g b bib b o g�i'o b o b b y
o w bio b
---o P o o'P'P Plo-ooib A o _o-P V o_o p oi. -
ool0 0 01010 010�0 0 ol,o
�`u'•�m�•l�- - - - J�m i 4
oIo olo,b ioo' o '-
oIo""
P. �iAa�o p,p o oA� 000 b'olo ib� r ..
£F blo o c o 000"oo o a Z'-
_ o�— m�e
o n^>
@ Cr
_1 56" - r+•" - m ""Ire wl""t
b i�o�o!o a o b n
-JI e
Lod mob io mp lb o b u b b o N o oIo m b o o n o
•g�g0 1 -"I_ - - - -''- _-oIo - - -o -
3i�'s 1 boo 6''b o obo pip 0P 'e
@@xj
_i ShuJS
-r F 'sag
LN I w c�-,-•-�� � i' nom.. �I F _ - ��
m�sra.. i I
allM
SHIM9 el/Jc y4
..b $h9A$ y
I i II_Z
U=M,
j
g .a - .�
VI +SCI S,`L xSC
9FCY5
�' •� o+-xa-°s fO°11O"50 --,c SERIES'360'NAM SINGLE hUNG WOW.(1-M.I.) a
n o '�e Ino o e ascn .on �_ _I_J�1i AL-FAR000 CORPORATION
wuwcr+xs s.ecF CGI WINDOWS & DOORS ;I ENGINE.W.87 AVEODUCf DEVELOPMFM
o:.as.+x aw+rn. 12?S S.W.87 Af
10 g•er. D; r 10100 N.W. 25TH STREET �I M1AM1.FLORIDA s7a
r cs.w. wo c.:nic-.cs s acx MIAMI, FL. 33172 r¢_ a5)2 usoo swt+ao6,.cxcs�a C'
L �TEI- 305 393-6590 FM. 305 593-6592 -
( ) ) CRY P-RdL\WOOS-04CC1
PERFORMANCE VALUES PERFORMANCE VALU
OF ALU INCH BUCK OF ALUMINUM BUCK
INSTALIATION ANCHORS INSTALLATION ANCHORS a�
YL'OOt DIMS. AK[COp9 LNIO p000t BI-0R ANCN06 INTO CONC. LNCNOn IT TODD YINDOt❑193. ANCHORS IN10 ROLUTV--- '[HORY IAlO CON4 ANCEOpa WHO 9000 z w j
CLUSTER CWSTAR CLUSTER CLUSTER CfAST1A[L113SEIDCT.V9IY.N CLUSTER ttUST[p CLU9THR CWSiCR Rll41'ER CEVSi7RICLlIptlR CWSTP.R'CLUSTER CLU3i7R CLUSTPB[lU.9RR CLUSTRP.RVSTFA!CLUSTEII CLUSTI9 CLUSTER lZ. i'
'MOM N[pH7 OF 2 OF 4 OP A OP B OF 2 OP 1 OP 0 OF A 01 2 nF 4 nF 6 OF R .0M HEIGHT OP 2 OP 1 OF O OF n nP 2 41 OP 4 OP B OP IT nP 2 i OI 4 OP 0 O9
24• 89_3 1)67 210.0 210.0 140.0 210.0 210.0 _210.0 IN7.0__x10.0 _210.0 _x1_0.0 19-1/8' _210-0 210.0 _210.0 210-0 210.0 21x0 210.0210.0 MOO 1210:0 --
140 210-0
JB" 18" )ls 1 u2.D 210.0 21210 112.0 2100 _x10.0 _x10_0 9&0_ 1920 210.0 x104 5]-1/6" 210.0 210.0 210.0 x10-0 210.0 210.0 210.0 210.0 21¢0 210.0 2140 :LOA
42" 68.1_ I]bl 2"J! 210.0 108.] 210.0 3108 210.0 91.4 102.9 1 210.0 210.0 419-1/e' 110.1 210.0. 210.0 210.0 210.0 210.0 210.0 21MO 180.2 210.0 210.0 210.0 Q G
48" e).0 IJ{.0 R.
210.0 1010 EI60 210.0 210.0 900 180.0 210.0_ 210.0 26-1/2• 1159 21210 1210D 21MO 1e1.7 210.0 __210.0 _210.0 135.7 210.0 210.0 210.0 i1
54' 6x0 211.0 201.0 910.0 10.1.0 210-0 210.0 VITO 900 180.0 210.0 210.0 A• 103.0 12CDA x10.0 210.0 1843 210.0 010.0. 210.0 IIA 210.0 110.0 _210.0 O Qi
24" 5].O_ '34.0 301.0 210.0 105.0!210-0 3108 "DO BOA 160.0 21%0 210.0 53-1/8' 1048 l 209.6 ?10.0 210. 164.] 210.0 210.0 21¢0 1408 210M 2140 210.0 Q a
]0' _S)-2 114] 1]15 210.0 69.8 1 1)9.2 2108 210.0 76-0 15].6 2140 210-0 19-1/e' 98.3_ 19&6 210-0_ 210.0 154.0 210.0 210.0 210-0 IJ20 210.0 210.0 210A
]Z" 548 109.8 16-05 210.0 63.9 1718 1 210.0 210.0 )18 IfTJ 21¢0 210.0 28-1/2" -5/e• 719 135.9 210.0 210.0 -122.1 210.0 210.0 x1MO -IDI.) -209.4 21MO 210.0_
]e" 60• S1A 102.1 153.1 204.2 80.0 160.0 210-0 x10.0 688 1]7.1_�205_) 210.0 37" 61.9 129.9 1948 210.0 101.8 103.5 210.0 2100 812_ 1]4.5 21MO 2100
12• 41.1 941 141.4_ IS65_ ]38 _I I.T 210-0 VIA 6]3 120.6 189.9 210.0 3J-f/8" 60.2 1203 IBU.] 210.0 94.4 1066 210.0 210.0 60.9 ISIA 210.0 z10A Z g
b• 44.7 89J IJ1,1 704 110-0 210.0 x10.0 MIT I 120.0 180.0 2100 19-1/e• 15.5 ISIA 210.0_ 21%0 '164 210.0 210.0 210.0 101.4 2029 2100 2100
S4" _4].3 Ee.e 129-0 ITJJ 87.9 1]58 1 303.6 1 2HLO 582 116.1 174.5 210.0 25-1/2' 6• 58.5 11].1 1 1758 2100 91.7 1535 210.0 210-0_ 78.8 1573 210._0 210.0
II 24' 516 107.2 160.8 210.0 64.0 159.0 210.0 210.0 72.0 II.0 ZIMO 210.0 JY 4&9 916 140.0 1815 73.5 14&9 210.0 210.0 6JD 123.9 160.9 21210
1p• 45.1 903 - 135.4 1805 70.7 1415 310-0 210-0 E04 121.] 161.0 210D 53-1/8" J9A M.) 119.6 1595 625 1230 IB]5 210.0 3].6 1 10).1 16a] 2140
32" 13.1 50.1 129_1__1]23 57.5 133.0__2035___310_0 5].9 115.7 717- 210.0 19-1/6' 618 1293 1919 210.0 101.] x02.9 1310.0 310.0 e5A 1)3 IIOD 210.0 Z
]6' T2" JH.) 79.1 119.1 158-0 612 124-0 186) 210.0 SJJ 108.7 I[q.0 310.0 18-1/3" ]]" 49-0 99.2 1467 196] 7).7 159.4 210.0 1 x10.0 660. 1332 1998 210.0 3 n
43' ]5.0 12.1 10&1 141.1 583 1129 169.1 210._0 164 _98.5 1132 1918 J]" _39.0 _73.0_ 11].0 415&0__61.1 1222 183.3_ 210.0 524 104:8 157.1 309.3 N
16"
33.5 81.0 1005 134.0 52.5 105-0 157.5 210.0 150 90.0 133.0 IB0.0 5]-1/8• SZ.O 64.0 95.9 127.9 60.1 1 100.2 .ISA] 200-0 I]-0 95.9 128.9 11718 =j UO
5. ]l. BLS 35.3 127.1 108 99.6 149.] 199.1 42J 9i] 128.0 170.) 19-f/8• 60.7 t2l5 1812 210.0 9&2 190.4 210.0 2f 0.D _81.8_ IBJ.2 _110.0 1 2100
21• 41.7_ 6_93__114.0 1)e] 70A 140.0 210.0 21MO 80.0 120.0 18.0 210.0 26-1/2• 10.4 DLB 1]92 165.) 72.) 1455 2'OA 210.0 62] 1N.] 18].0 210.0
20" 3)J 74.0 111.9 149.1 Y.f 116.9 1733 210.0 541 1001 ISOJ 200] J)• ]E• ]eJ >26 _1068 1411 56.9_ 113.7 170.8 x10.0 167 9).S I4b2 194.9 N N e
32" 355 70.9 1.0_6._ 141.9 0&0 1112__166_3 210.0__4].6_ 913 1429 190.6 57-1/6' 29.4 Sb6 88.2 141).8 46.1 9x.1 Il&2 184.2 193 79.0 1164 IS)A Z (H LCB m
18" 61" J25 65.0 07.5 119.9 50.1 ! told Il27 30.1.8 119 87J 130.9 171.5
42' 29.2 56.1 67.3 110.1 1S.T 91.1 131_1 _1829 _]92 ]8.4 11i.6
48' _288 _5.7.6 80.4 107.2 410_ 64.0 126.0 I6b0 38.0 72.0 108.0 114-0 / Z Z N
54• 25.1 50.2- _-162 100.3 ]9J 7&6 117.9 157.2 317 67.4 101.1 IJ47 12•- PRE PUNCHED ANCHOR HOLES n 3 O_R
•4' ]8J 78.6 1149 15].1 60.0 1 120-0 IND 210.0 51.4 102.9 1543 205.7 3•TTP. �ALL OTHER 1101E5 O g 1
SPAGWC F DRILLED IN FIELD
30" 318 B].5 ! 95.3 127.1 499 98.6 '193 I 19-01 IZ.] 65.1 1260 Ila] ----i_/
]Y 30.1 60.] 90.4 120.6 411 91.5 141.) 189-0 10.3 61.0 131.3 183.0
._____._--_.___- .I •l
J6' 98" 27.3 33.0 825 109.8 411 882 1393 1133 J6.D 7l6 110.8 II.7 p.U-11
24.3 49.0 ]SS 90.0 .4 788 115.1 1318 32.9 618 96.7 1]1.7.. _ ___ ..-.______ .__ .748" 233 !1.7_ 87.0 89.3 35.0 )OO 105.0 -D 104 60.0 90.0 : 120A 31" 20.7 414 62.1 82.9 315644 97,4 119-0 278 53.) US 1113 SCREWS IN CLUSTER
24" ]13 87.0 1003 1]40 323 105.0 137.3 2140 45.0 90.010" T).] 551 83.0 110.7 434 883 1]0.1 173.4 ]7.1 7{.] 1115 118.6]Z 61 .521 I&) 101.9 11.1 622 1313 I61J ]52 70.4 105) 110.923.1 1 11.1 713 953 ]7J 14.) 1120 149J 320 84.0t3&0
42• 21.1 42.2 63.4 64.5 33.1 862 _993_ 132.4 3B.{ 58.] Gil_ 1135
IB" 9.1 30.3 57.1 ]0.8 30.0 I 60.0 90.0 120.0 25.7 51.1 ]).1 101.9 __ 0
24' 29.8 ! S9.6 69.3 '19.1 16.7 913 14210 IBb7 10.0 MO 120.0 1640
30" 21.5 40.0 ]SS 98_0 11{ 16.8 1132 133.8 3x.9 0.1.8 967 _131.7
JY 120" 232 1&4 fi9._8 93.8 ]BJ ! 72.] 109.0 145.4 31.2 -623 9]5 1x4.8
]6" 2'.0 124 63.t 641 32.9 659 968 1]1.6 28.2 I 56.3 81.7
4x" 18.6 37.1 1 55.7 74.3 29.1 sei 67a 1 115.4 r9 49.9 749 99.7 --- -- - ANCHORS MIN.EDGE DIST. = 2-1/2 IN.
A NE:IIQRS AT e.g,.JAVAO- II
cra
PSI LtMU/T REVISED
AI.0 AfIN I]Ai._H_Ij X F'RA MI NG I W' W C1A I'C 7111 1dr1^9�u6 IN FI.Au 1 1
CAN IhiNiO CCD.k
(AT MUI.LION ENDS) /GLEE OF 6 OR
B ANCHORS AcEEPI wIS0S12.. g'k
_(SEE CHARTS
ABOVE).All OTHER BUCK l'. ..
nCIgRS AS PER SHEET 9. 5 _��
FOR WINDOW ANCHORING TO (CLUSTER OF B BE1NC SHOWN) Mr,�DIsP1m�1 `e�
I( ng 210.1
ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED WITH L 101.9 I W05-04 I
SPACED AS PER SHEETS 7 & B. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. _
'EXTRA HOLES LOST BE FIELD DRILLED F REOUIRED. �sheel 1 6_0 iO)