06-191-000v
Sunshine Windows
Manufacturing, Inc.
1743 W. 33rd Place
Hkdwh. Floddo 33012
Ph: (305)364 -9932
Fax:(305)828 -3116
ALU
MINUM TUBE MULLION
0 a 0 0 :
:: NO
EXP.
01..25=2007j
If,
t
.......
...
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......
....
.
....
....
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01..25=2007j
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MIAMI. NIIANII -DADS COUNTY, FLORIDA
_ DApE METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE:
mE rim -DADE 11AGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
NIIAnll. FLORIDA 33130 -1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908
Sunshine Windows Manufacturing, Inc. c t)N 1 IiA(-rult LICENSING sf:c-I'u1N
1744 W. 33 rd Place (305) 375 -2327 I-AX (305) 373.2558
tlialeah ,FL 33012 CONTRACTOR FNFORCrNIENT DIVISION
(305) 373 -2966 FAX (305) 373.2908
PRODUCI' CONTROI. DIVISION
Y
(305) 373 -2903 FAX (305) 372.6339
Your application for Notice of Acceptance (NOA) of:
Aluminum Tube Mullion
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Nlianii -Dade
.••C'Junty 11.1ilding Code Compliance Office (BCCO) under the conditions specified herein.
.. ....
..... .... . .
This NOA.1hall tl&Wsalid after the expiration date stated below. BCCO reserves the right to secure this
;••prpcltict•orttlaterial at any time from a jobsite or manufacturer's plant for quality control testing. If this
• product of material•fai ?s to perform in the approved manner, BCCO may revoke, modify, or suspend the
•', use of stjeh.producl .q; material immediately. BCCO reserves the right to revoke this approval, if it is
- %de4ermined•by BCCO that this product or material fails to meet the requirements of the South Florida
Dtlilding'Cbtle. •• •
..
The exp'hiristpf such testjnb will be incurred by the manufacturer.
.... .... ...
.60ACCEMANCE V3.: 1- 1226.14
E\P11M4 S.- *01 /25/2007 Raul Rodriguez
• Chief Product Control Division
THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the 13CC0 and approved by the Building
Code and Product Review Committee to be used in Niiami -Dade County, Florida under the conditions set
forth above.
S��4"
Francisco J. Quintana, R.A.
Director
Miami -Dade County
APPROVED: 01/31/2002 Building Code Compliance Office
\ \s0450001 \pc2000\ \templates \nonce acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.com 0 Homepage: hitp : / /www.buildingcodeonline.com
Sunshine Windows Manufacturing, Inc. ACCEPTANCE; No.: 01- 1226.14
AI'PROVEID: January 31, 2002
E;\I'IRES: January 25, 2007
NOTICE OF ACCI:I''I'ANCF,: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews Notice of Acceptance (NOA) No, 00- 0301.01, which was issued on September 28, 2000. It
renews the approval of an aluminum tube mullions, as described in Section 2 of this NOA, designed to
comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the
locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design
Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 : Tile. Aluofiiniiu Tube Mullions and its components shall be constructed in strict compliance with the
:**[owing %%,qt ent: Drawing No 11100 -01, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion,"
:....: %pwptred by mvufacturer, dated 12/17/01, signed and sealed by Francisco Hernandez, P.E., bearing the
Miami -Dade Gounty Product Control renewal stamp with the NOA number and expiration date by the
0;0660 .enacni -Dape County Product Control Division. This document shall hereinafter be referred to as the
• ' ap
. proved dhr%N*ngs.
...... .
6666 .• .
.3. LIMITATI04N3
3.1 � -The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement
•foi4e opening ?n which it is to be installed.
3.2 - *Tries, approlrat* applies to structural mullions to be installed vertically or horizontally, as shown in the
.. 6app666
rovcd iri. i;gs.
.' 3.3 Mullions are to be used only to support windows and doors, with a current Notice of Acceptance.
4. INSTALLAT
4.1 The struct mullion ystem and its components shall be installed in strict compliance with the approved
drawings
4.2 This mul n can be ' stalled as part of an impact resistant unit.
5. LABELI
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERAIIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SF13C)
in order to properly evaluate the installation of this system.
au odriguez, Chief
Product Control Division
2
Sunshine Windows Manufacturing, Inc.
ACCEPTANCE No.: 01- 1226.14
APPROVED: January 31, 2002
EXPIRES: January 25, 2007
NOTICE OF ACCEPTANCE: STANDARD CONDI'T'IONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2.
3.
••.•••
Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
00 0090
'Ii;rid%vals bf Acceptance will not be considered if:
•a) %here Ass-been a change in the South Florida Building Code affecting the evaluation of this
product andthe product is not in compliance with the code changes;
b) The prDduet;is no longer the same product (identical) as the one originally approved;
•e) 041 the Acceptance holder has not complied with all the requirements of this acceptance, including
• * O * tae correct ihstallation of the product;
d0 The ertgilwei who originally prepared, signed and sealed the required documentation initially
••� svbmiied is:no longer practicing the engineering profession.
•• •
4. •Aivy revis;M or change in the materials, use, and/or manufacture of the product or process shall
5616maticffllF b@ cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Raul Rodrigu f, Chief
Product Control Division
3
.
.
.
1D
1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND
LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE.
2. USE GRAPHS ON SHEETS No.2 AND 3 TO DETERMINE
THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE.
GLAZING UNIT. SEE NOTE
OF GENERAL NOTES
MULLION APPLICATIONS
V>$11M OR HORIZONTAL
3. USE GRAPHS ON SHEET No. 4 TO DETERMINE THE TYPE
OF CONNECTION BETWEEN MULUON AND STRUCTURE REQUIRED
TO ACHIEVE THE DESIGN PRESSURE.
u
MURAL NO'IBS:
pw
O
N
1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE
APPROVED GLAZING UNITS.
2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5.
3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND
STRUCTURE REFER TO SHEETS No.S AND 6 OF THIS
PRODUCT APPROVAL
4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON
TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS
ARE CONSIDERED.
PRODUCT RENEWED
ANCENm 01 -l29 G -1 Y
w N E x'07
euuxKocmcomm4 o"%m
MAC= HOWA oa
FL PCP 51=3
4i
jr
b
&msNne Wmdm
Nmuf Km% h:.
1748 W. 3d RM
rFw=. ilalde J8D19
„ M H
odw 12 -17 -01
sw - 1 2 " =1"
Rmilim:
Ramm
CRAM W.
M00 -01
SHEET
1 OF 7
MENEM EMEMEMM malmommomommom EMEMEMMENME
MOMMMEMMEMEM MWEEMMEMMEMM MEMENNEM MEN
EMEMEMEMEMMEN sommommosom moommosom ONE
MEMMEMEMOMMEM ommommmmommom momommoommom
mommommm ON momommommoom so
EMEMEMEMMEMEM EMENNOMMIN�iii .MENNIMEMOVEMEN ammommmommom moommommmumm MEMORMIS MENNEN
smosomommumom mommommoommom MENNIENNEEMMENE
scommommommum moommmmmmomm WMENIMENMERMEM
WERENNOMEMMEMIME mommummmommakil offiEffoommommum
GLAZING PRODUCr ONWNQ NM
oo
NOM' NUMBEM ON CLRVES DENOTE MILIWON SPAN UK SHEET
mommomommoom EMMMMMEMMOON NEMMINEWERNEME
EMONEMEMMORN EmLinimmoklmonom
MEMMOREMIMMEMIN MEMNINERMINEWEL
sommommomommm somommirkamomm smoulmoommom
mummommommom MENEWMEMMEM nommimommommms
MMEMEMEXEMMEM mommommoommom EMENIUMMUMMEN
nummommommomm mummmommom EMEMENOMENNO
PACT
GLAZING
GLAZING
PRODUCT
PRODUCT
004 0
HORIZONTAL MULLION
VERTICAL MULLION
Soso
e
•• •
• s•
0000
S •
0000
0
.. •
..••
sees
•
. GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
3
C14
3
NOTE: N DENOTE MUWON SPAN
I-V
125
120
115
B•
110
sT+
105
100
95
N 90
a
? 85
0: .-
N 80 _
W 9+
Cr
CL
Z 75
U
W y+
0 70
65
60
m
55
50
45
40
35
30
20 25 30 35 40 45 50 55 60 65 70 75 80 85
TRIBUTARY WIDTH IN INCHES
2" X 4" X 1/8" MULLION
130
125
120
115
110
105
100
:.•••:
I MULLION SPAN
_I
•
er
TRIBUTARY WIDTH= W1 + W
•
•
2
•
•
so:
•
VERTICAL MULLION
.
••
i
SEMI
GLAZING
GLAZING
11h,
PRODUCT
PRODUCT
zo
MI
MI
NMI
wl
W2
TRIBUTARY WIDTH= W1 + W
2
NOTE: N DENOTE MUWON SPAN
I-V
125
120
115
B•
110
sT+
105
100
95
N 90
a
? 85
0: .-
N 80 _
W 9+
Cr
CL
Z 75
U
W y+
0 70
65
60
m
55
50
45
40
35
30
20 25 30 35 40 45 50 55 60 65 70 75 80 85
TRIBUTARY WIDTH IN INCHES
2" X 4" X 1/8" MULLION
130
125
120
115
110
105
100
+
40F 45 50 55 60 65 70 '
TRIBUTARY WIDTH IN INCHES 2�c6Y'72 t
2" X 6" X 1/8" IVMU UON MULL
At
PRODUCT RENEWED
ACCEPTANCE No. Q�i 1( Y
EXP1RATton
By
PRODUCT CONTROL D S[ON
RUiLDTNG CODE CO% PL1ANCE OMCF.
--144-
FRANCISCO HERNANDEZ -
FL PE 51393
t�
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33011
Ph: 384 -9952
30S
Fax: 05 828 -5118
x
0
w
Drawn or M H
Date: 12 -17 -01
Scale: 1 2"=1 "
Revlelon:
Revielan:
DMVANG NO.
M00 -01
SHEET,
3 " F : -,7_
i
SEMI
11h,
M
MI
MI
NMI
+
40F 45 50 55 60 65 70 '
TRIBUTARY WIDTH IN INCHES 2�c6Y'72 t
2" X 6" X 1/8" IVMU UON MULL
At
PRODUCT RENEWED
ACCEPTANCE No. Q�i 1( Y
EXP1RATton
By
PRODUCT CONTROL D S[ON
RUiLDTNG CODE CO% PL1ANCE OMCF.
--144-
FRANCISCO HERNANDEZ -
FL PE 51393
t�
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33011
Ph: 384 -9952
30S
Fax: 05 828 -5118
x
0
w
Drawn or M H
Date: 12 -17 -01
Scale: 1 2"=1 "
Revlelon:
Revielan:
DMVANG NO.
M00 -01
SHEET,
3 " F : -,7_
NONE MENNEN
EMMEMMEMMEME
NINON EMIMMEM
MMMMMMMM No
SVC mmMMMMMmMMmM
msmmmmmm
ammmmmmmmmmm
MmmNb,..,q M
WmmmMMMMMMMM
amummmmmmmmm
mmommmmmmmmm
xmmMMmMMMMMM
mmmWMmMmMMmMM
MENMOMMMMMM
M
3
a
3
GLAZING
PRODUCT
GLAZING
GLAZING
PRODUCT
PRODUCT
W1 Y W2
NOME
11.110LIELINE M ON
Skleeeee` REMEMMMUMENE
■
0 .
MMENMEEMEMEM
�
111RE11 I I ki m m M E 0 1 M 0
MHEMEEMIMMEM
Mmmmmm 011M ON
MUNEME MOMEM
M m I 111 N " qk I E I L, 4 sh', 164L
Mmmmmmm�EELN
MMMmmm MENNIS
EMMEMN
MEMENNE
M Immio I
4104hhh h . -
MEMNON HN
ME NOIRS',
ANCHORS TYPE A. B OR C
TRIBUTARY WIDTH= W3
2
— ANCHORS TYPE D, E OR F
CL
�'
TRIBUTARY WIDTH=—WL± W
GLAZING
2
C) PRODUCT
— ANCHORS TYPE A, B OR C
TRIBUTARY WIDTH= W1 + W2
2
I W1
ANCHORS TYPE A, B OR C
TRIBUTARY WIDTH = W1 + W2
2
GLAZING
PRODUCT
W2
ANCHORS TYPE A. B OR C
TRIBUTARY WIDTH= W1 + W2
2
13U
125
120
115
110
105
too
95
90
>� 85
W 80
Cr
cr 75
Z
S? 70
W
65
60
55
50
45
40
35
30
0
20 25 30 35 40 45 50 55 60 65 70 75 80 85
TRIBUTARY WIDTH IN INCHES
ANCHOR TYPE C & F
NOTE: NUMBERS ON CURVES DENOTE MULLION ,SPAN
PRODUCT RENEWED
ACCEPTANCE Na 01 (1 Z b • 1 y
EXPIRATI DATE Js l.) 07
By
PRODUCT CONTROL DIVISION
BUTI.DTNG CODE COMPLIANCE OFFICE
FRANCISCO HERNANDEZ
FL PE 151393
Sunshine Windows
Manufacturing, Inc.
1747 W. 33rd Place
19al�ah, F a 330,2
Ph: 307 364 -9052
Fax: 073828 -7118
0
w
Drown er M H
Date: 12 -17 -01
1 2w 111
Seal: �
RvAelan:
RvAulan:
DRAWING NO.
M00 -01
SHEET_
_4 '0F 7
.
noon.
noon.
.Goes.
noon..
•.sees
•
sees
noon
• • •
ANCHOR TYPE "A"
A11AL ANGLE
�FA�
1' X 3' ALUM. Tuff
• e. ones
• e •
noon
.
• • • • 2' Xx 1/8_
noon amA
• 2t I*
•• . . •
. e �V�E/1 ANQI� •
. • ..
\ •� e
ui • s • �
•G I •
044 • . .
•'
.fie •
1 1/2'
NOTE:
Is BY OR r BY WOOD
Ad By OTHERS
°a
ANCHOR TYPE "B" ANCHOR TYPE "C"
1• BY OR r BY WOW
r X 2' X 1/8' 1' IN OR r BY WOOD r X 2' X 11r By OrfERS
ALUM. ANGLE d By Oran ALMA. ANGLE d
4�ANGLE r
3) Ek ANGLE
1`X3', 1•X4•
2'X4'OR2'XAM.
4
14 S.M1 1 1/2' MIN. EMBEDMENT
WO WOOD OR 1/4' TAPCONS 1 1/4' MIN.
EMBEDMENT INTID CONCRETE, (1) PER ANGLE ANGLE
2.5/8' X 1 � �WWON
3 5/8' LONG FOR 4' WWON
5 5/6' LONG FOR On WWON
d ) EA. ANGLE
1' ff OR 2' BY WOOD
4 BY OTHERS b` –' - -' –� – –' - --
d
4
10 X 0 .�
OR 20 X ALUM. TUBE
4
14 SYS. 1 1/2' MIN. EMBEDMENT
— INTO WOW OR 1/4' TAPOOIG 1 1/4' MIN.
EMBMME?ff INTO CONCRETE, (2) PER ANGLE
2' X 2' X 1/8' ALUM. ANGLE
3 5/8' LONG FOR r MILLION -
5 5/8' LONG FOR On MUL110N
d 14 S.Y.S.
In 9( OR r BY WOOD 3) EA ANGLE
--
� I
d
N
❑115111141]b
4 ______L_ ______ d t
j 14 SALS. 1 1/2' YIN. BAD" 1 1/2' �
INTO W000 OR 1/4' TAPCONS 1 1/4' MIN. + 14 S.M.S. 1 i/2' YIN. EMBEDMENT �
INTO EMBEDMENT INTO OONCRETE, (1) PER ANGLE 1/2' WOOD OR 1/4' TIAPCOtfS 1 1/4' YIN.
EMBEDMENT INTO CONCRETE. (2) PER ANGLE
DETAM OF ATTAMUM TO PRECAST SILL
1– MULLION CONNECTIONS SHOWN ON THIS WILLION
SHEET ARE APPLICABLE TO VERTICAL OR I
HORIZONTAL MULLIONS. ---- - - - - --
2– WOOD BUCKS BY OTHERS SHAM WRHSTAND (D ®.
ALL GLAZING SYSTEM LARDS –
a' 1
d
1 14 S.K.S.
2) Ek ANGLE
ALUM. ANGLE
3/18' TAPOONS 2' WL
EMeame+T INTO CONCRETE
d
4
4 ,
1/4' TAP= 1 1/4' MW.
_ E]mmoir 1VT0 CONCRETE,
(2) PER ANGLE
PRODUCT RENEWED
AOC�TAI�C'ENa o� -� it �•rY
EXPU A N
er -
o( =DWrCOff1%MWVdffV
BU MMM CODE COMPLIANCE WM-E
d
a
Id b
Q Y
4 ,
1/4' TAP=fS 1 1/4' Mfr.
EMBEOVENT INTO CONCRETE,
(2) PER ANGLE
-Aw
It-ill -o1
FL PE f 51393 AHM
0-4,
E10
vrnjm
mmufoCtl1T rs h.
170 V. 33rd PkM
F wl is
o ey,_ MH
omm 12 -17 -01
smw 112"=1
r
ftWdax
PAWdwu
amm" q0.
M00 -01
SHEET
50F7
.•.
....
.•..
.
.
0000
..•
•..
ANCHOR TYPE "A"
ALUM. CLIP - -�
----- = =___-
1'XrOR
1' X 3' ALUM. IUK
.. 0000
0000
0000 0000..
0000
ALUM. cup.
• ... I .V/r LOW FOR 2'
• 2 r3/8' LOW POR r
0000
0000 ..
. • --- .r, - --•--
. ,
.0. ..
II
ANCHOR TYPE "B"
ANCHOR TYPE "C"
,' L!Y OR 2' 91' WOOD 1' By OR r L11' W000
G L1Y OTHERS d BY OTHERS
d ALUM. tx1P 4 ALUM. CLIP
------ r-- - - - - --
dr - - - -- ------- r - - - --
2' X 4' OR r X B +ALUM. TUBE 2' 4X �BIQ XJ 4@ TUBE
A a
^
If 14 SAA 1 1/4' MIN. EM118MENT .r %14 S.M.S. 1 1/4' MIN. EY®YENT
INTO WOW OR 1/4' TAPOONS 1 1/4' MIN. INTO WOOD OR 1/4' TAMS 1 1/4' MIN.
EM�IEM INTO CONCRETE. (1) PER CLIP EMBEDMENT INTO CONCRETE, (2) PER CLIP
d
1' BY OR 2' BY WOOD
4 w OTHERS
dPTO WOW . OR 1%4' 1 1%4 MIN.
EMBEOMW INTO CONCRETE. (1) PER CLP
DETAII. OF ATl'ACIDIIMT TO PRBC„AS!' SID,
UM. CLIP
as r MIN.
WO CONCRETE
ALUMN8JII CLIP
2 5/N' LONG FOR 3' MULUDN LOW FOR 40 MULLION
S � LOW FOR B' MULLION
ii
ii
II
II
II
.75 12
1.21
3.00
CLEP FOR i" WIDE TUBBS
ALUMINUM CLIP
3 5/8' LANG FOR 4' MULLION
5 5/8' TONG FOR 0' MULLION
,' BY OR 2' L!Y WOOD
d T1Y OTHERS
d
a
a,
1/4' TAPCONS 1 1/4' MIN.
_ EMIIFOMW INTO CONCREIr.
(2) PER CLIP
PRODUCT RENEWI
ACCEffAM Na_ 0- 1226.hi
d
��Kcc 1' 8Y OR r eY WOOD ---- �� --" -- - -- rrI=LO1moN
d BY OTHERS COMPUMCBOR
d �
A UO
2
a
j 14 S.M.S. 1 1/4' MIN. EMBEDMT:TrT
INTO WOOD OR 1/4' TAPCONS 1 1/4' MR 1/4' TAWS 1 1/4' MIN.
t]IEDMtM TNTO CONCRETE, (2) PER CLIP DAEDMEN'T INTO CONCRETE
(2) PER CUP
1.750 1.12
N
C4
1.219 --•�
4.00
CL" FOIL 2" WIDE Tt=S
NOTE:
1- MULLION CONNECTIONS SHOWN ON THIS
SHEET ARE APPLICABLE TO VERTICAL OR
HORIZONTAL MULLIONS.
2- WOOD BUCKS BY OTHERS SHALL WITHSTAND
ALL GLAZING SYSTEM LOADS
F I c-o w roawm
FL PE % e113
E
lm
EZ IP
SUTIWo Vrodon
kWfO&ft RAC.
1740 W. nd Pka
NWIN -K Fbft 33M2
Pht Fac�00118
Z
F
or� iv, M H
od= 1 -17 -01
Bade 1120-1 "
rAwmmt�
ftmm�
M00 -01
SHEET
6OF7
,r I
ANCHOR TYPE 11 D t1
"""""'iTAL MUWON
114 S.M.S AT EA CUP LEG
VERTICAL MUUJON
muUJON CUP
ANCHOR TYPE 11 F 11
(3) 114 SkS AT EA CUP LEG
2 X 6 VERTICAL NUUJON
WUUJON CUP
VERT
ANCHOR TYPE 11 E 11
unonn&nu ui n l Tart
TYPICAL SECTION
114 SAS AT EA CUP LEG
RTICAL MULDON
LION CUP
DETAILS OF MULLION TO MULLION CONNECTION
PRODUCT RENEWED
ACCEPTANCE No. 0�— t �?, 6 • l Y
AS EV N 7E1Q 29r,
B
MUM DWMM
BUU DING CODE CUWq. ANCS 0MCE
-FHMC ICO HERNANDEZ
FL PE / 51393
Sunshine Windows
Manufacturing, Inc.
1748 W. 33rd Place
Moloch. Florlde 33012
Ph: 308 384 -9952
Fax: 3053928 -8118
Drawn W M Fi
Date. 12 -17 -01
Scale: 1 2
R•delon•
Revlelon:
DRAWING N0.
M00 =01
SHEET ,
7OF7
•
•
..
0000
.
..•
0000
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•
.
0000
0000..
•.
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0000
.
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..
0.00
•
..
...
0000
.
0
0000
.• •
•
•
4800
•0 0
. ..
.
.
4000
0000
0 ••
0 •
• 0 0
.
0.
00.0
. . .
0000..
•
•
•
ANCHOR TYPE 11 D t1
"""""'iTAL MUWON
114 S.M.S AT EA CUP LEG
VERTICAL MUUJON
muUJON CUP
ANCHOR TYPE 11 F 11
(3) 114 SkS AT EA CUP LEG
2 X 6 VERTICAL NUUJON
WUUJON CUP
VERT
ANCHOR TYPE 11 E 11
unonn&nu ui n l Tart
TYPICAL SECTION
114 SAS AT EA CUP LEG
RTICAL MULDON
LION CUP
DETAILS OF MULLION TO MULLION CONNECTION
PRODUCT RENEWED
ACCEPTANCE No. 0�— t �?, 6 • l Y
AS EV N 7E1Q 29r,
B
MUM DWMM
BUU DING CODE CUWq. ANCS 0MCE
-FHMC ICO HERNANDEZ
FL PE / 51393
Sunshine Windows
Manufacturing, Inc.
1748 W. 33rd Place
Moloch. Florlde 33012
Ph: 308 384 -9952
Fax: 3053928 -8118
Drawn W M Fi
Date. 12 -17 -01
Scale: 1 2
R•delon•
Revlelon:
DRAWING N0.
M00 =01
SHEET ,
7OF7
L'\
• OEM, MIAMI -DADS COUNTY, FLORIDA
MIAMI- 1 WMO -DADS FLAGLER BUILDING
` BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION (305) FLORIDA 33130 -1563
(305) 375 --2901 2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
Smith Mountain Impact Systems by Pande Pane
11520 SW 120 Street
Miami, FL 33176
SCOPE.
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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
kuoke, modi1g,'8f suspend the use of such product or material within their jurisdiction. BORA reserves the right
• • to revoke this acceAance, if it is determined by Miami -Dade County Product Control Division that this product or
. . Goes
:0000: %4g4al fails . to .. me. .
et the requirements of the applicable building e.
This P roductis ap*ved as described herein, and has been designed to comply with the High Velocity Hurricane
• • • • • so 14o �d; Muilding Code.
• • • • • PEKRIPTION: Series "SMI -175" Abaminum Window Wall System
AiMOVAL'1DOC'UMENT: Drawing No. W03 -64, titled "Series SMI -175 Alum Window Wall (L.M.I.) ",
sees e sbi ets 1 through'14 7, dated 8/11/03 with revision on 10/23/03, signed and se by Humayoun Farooq, P.E.,
t;atipt the Miami -bade County Product Control Revision stamp, the N fee of Acceptance number and
000000
e e o e' Wirgltion datg by.tlte Miami -Dade County Product Control Division.
• • N' 184 LS %*ACT RATING: Large and Small Missile Impact
. .
• LAAELING. �aLIS unit shall bear a permanent label with the manufacturer's name or logo, city, state an
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 Official.
This NOA revises NOA # 02- 0927.10, and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
NOA No 03- 0925.01
r Expiration Date: November 21, 2007
{ Approval hate: December 04, 2003
Page 1
1
Smith Mountain Impact Systems by Pande Pane
NOTICE OF ACCEPTANCE- EVIDENCE SUIiMi MD
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. WO3 -64, titled "Series SMI -175 Alum Window Wall (L.M.I.) ", sheets 1
through 7of 7, dated 8/11/03 with revision on 10/23/03, signed and sealed by Humayoun
Farooq, 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) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411.3.2. land TAS 202 -94
• •; • •
*along with marked -up drawings and installation diagram of an aluminum window
• ; • • ; . • ;wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
• • • • • .....IM 3721 dated 03/26/03, signed and sealed by Joseph Chan, P.E.
• • • • • • • • • • 2. *Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
• 0 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
6) Forced Entry Test, per FBC 2411.3.2. land TAS 202 -94
*along with marked -up drawings and installation diagram of an aluminum window
• •'wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
• . ;FTI.3833 dated 08105/03, signed and sealed by Joseph Chan, P.E.
3,.:..: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
6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum window
wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL 3465 dated 7/17102, signed and sealed by James Worth, P.E.
"Submitted under NOA#02- 0927.10"
—Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 03- 0925.01
Expiration Date: November 21, 2007
Approval Date: December 04, 2003
E -1
Smith Mountain Impact Systems by Pande Pane
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor Calculations and structural analysis, prepared by Bromley -Cook
Engineering, Inc., dated 11/24/02, signed and sealed by William Cook, P.E.
"Submitted under NOA#02- 0927.10"
2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation,
dated 08/30/03, signed and sealed by Humayoun Farooq, P.E.
3. Complies with ASTM- E1300 -98
D.
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemicals Corporation for
"Uvekol Liq. Resin to adhere to Glass" dated 2/8/01, expiring on 2/8104.
"Submitted under NOA#02- 0927.10"
•
2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Satlex/Keepsafe
• • • • •
Maximum" dated 05 /17/01, expiring on 05/21/06.
• • • • • • • • •
ALI TY ASSURANCE
:....: '....'
1. j iami Dade County Building Code Compliance Office.
•••••• ••F •
4A1�WNTS
.'
1. "" Statement letter of no financial interest, dated 11/23 /02, signed and sealed by
• • • • • • • • • •
• •
William Cook, P.E.
•, • •
�Aboratory compliance letter for Test Report no. FTL 02051, issued by
..
: • Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James
000000
• • •
•'Worth, P.E.
0 0 ""
•"
3,•.' • J.aboratory compliance letter for Test Report no. FTL 3721 issued by Fenestration
• "• "�
: :Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E.
•
'
• • • • •
4. Laboratory compliance letter for Test Report no. FTL 3833 issued by Fenestration
Testing Laboratory, Inc., dated 8/7/03, signed and sealed by Joseph Chan, P.E.
G. OTHER
1. Notice of Acceptance No. 02- 0927.10 Smith Mountain Impact System by Pande
Pane, Series "SAG-175" Aluminum Window Wall System, approved on 11/21/02
and expiring on 11/21/07.
2. Letter from the consultant stating that the product is in compliance with the
Florida Building Code (F.B.C.).
zo� A Ke f-n
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 03- 0925.01
Expiration Date: November 21,20(Y7
Approval Date: December 04, 2003
E -2
f
•
0000•
0000• •
0000•• •
•
•
•
0 1
SERIES SMI -175 ALUM WINDOW WALL
STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR
ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED.
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
5
3
W
D.L OPG.
SEE SHEET 2
A
I 1 i
3"
HEAD /SILL
CORNERS 5"
1 I I
22 7/8° MAX.
SILL
a
Q
W
z
z
,8
co m
v i N
I
M
4
i
� � J
10
Ld I
° cc al
E+ o
U
a
W
o�> co
as
O a00 �N
LLI
LAJ
o
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O1
r
� N
N
Z CL
m Z '0
N r- ib
r. N
n M .ID
criL-
Li
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_Q
5
V)
9i
0
z
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
D
-
NY
aN
USING APPLICABLE ASCE 7 STANDARD.
;
X
r
//
I
OF DESIRED GLASS SIZE.
CANN . 3538
U
STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND
/J
°
HEIGHT USING CHARTS ON SHEET 3
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
ff
STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION
OCT 2 3 2003
drawing no.
It
I 1 i
3"
HEAD /SILL
CORNERS 5"
1 I I
22 7/8° MAX.
SILL
a
Q
W
z
z
,8
co m
v i N
I
M
4
i
� � J
10
Ld I
° cc al
E+ o
U
a
W
o�> co
as
O a00 �N
LLI
LAJ
o
N _
Z
O1
r
� N
N
Z CL
m Z '0
N r- ib
r. N
n M .ID
criL-
Li
C lf) U)
_Q
5
V)
9i
0
z
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
c
USING APPLICABLE ASCE 7 STANDARD.
En9r, OR. HUMAYOUN FAR000
lu
STEP 2 SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY
STFl4;fl1RF
FtA 18 57
I
OF DESIRED GLASS SIZE.
CANN . 3538
STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND
°
HEIGHT USING CHARTS ON SHEET 3
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION
OCT 2 3 2003
drawing no.
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
W03 -64
IN STEP 1 ABOVE.
sheet 1 of 7
•
•
D.L.O. D.LO.
WIDTH WIDTH
O
0
J�
GLASS
LOAD CAPACITY
- PSF
1
0
3
J
O ° N
O
H r N
U
m
�
GLASS
LOAD CAPACITY
0
a
- PSF
a
NOMINAL DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'
NOMINAL DIMS.
GLASS
TYPE 'A'
GLASS
TYPE 'B'
GLASS
TYPE 'C'
GLASS
TYPE 'D'
D.L.O. WIDTH D.L.O. HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT ( +)
INT.( -)
EXT.( +)
INT.( -)
D.L.O. WIDTH D.L.O. HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
W.( +)
INT.( -)
20"
63.0
63.0
63.0
63.0
90.0
1 100.0
90.0
100.0
20"
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
26"
63.0
63.0
63.0
830
90.0
100.0
90.0
100.0
oo 26'
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
32'
610
63.0
63.0
63.0
90.0
100.0
90.0
100.0
32
63.0
63.0
-
-
90.0
100.0
90.0
100.0
38"
63.0
63.0
63.0
63.0
90.0
100.0
90.0
TOO.0
38"
63.0
610
-
-
90.0
100.0
90.0
100.0
44° '
50" 74
63.0
63.0
63.0
8310
-
-
-
-
90.0
90.0
100.0
100.0
90.0
90.0
100.0
100.0
44"
50"
98"
62.8
-
62.8
-
-
90.0
100.0
90.0
100.0
-
-
-
90.0
100.0
90.0
100.0
56"
59.2
59.2
-
-
90.0
100.0
90.0
100.0
58'
-
-
-
-
90.0
90.3
90.0
10010
60"
55.2
55.2
-
-
90.0
100.0
90.0
100.0
60'
-
-
-
-
84.1
84.1
90.0
969
66"
-
-
-
-
90.0
100.0
90.0
100.0
66"
-
-
-
-
77.4
77.4
86.5
86.5
20"
63.0
53.0
83.0
63.D
90.0
100.0
90.0
100.0
20"
83 0
6,30
610
63.0
90.0
100.0
90.0
100.0
26"
63.0
63.0
63.0
6310
90.0
100.0
90.0
100.0
26"
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
32"
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
32"
63.0
83.0
-
-
90.0
100.0
90.0
100.0
38"
44" 80"
50"
63.0
63.0
621
63.0
63.0
62.1
-
-
-
-
-
-
00.0
90.0
90.0
100.0
100.0
100.0
90.0
90.0
90.0
100.0
100.0
100.0
38"
44"
50"
104"
63.0
59.4
-
63.0
-
-
90.0
100.0
90.0
100.0
59.4
-
-
90.0
100.0
90.0
100.0
-
-
-
90.0
97.8
90.0
100.0
56"
54.7
54.7
-
90.0
100.0
90.0
100.0
56'
-
-
-
-
84.9
64.9
90.0
99.3
60" •
-
-
-
-
90.0
100.0
90.0
100.0
60"
-
-
-
-
78.9
78.9
90.0
91.5
66° *see
-
-
-
-
90.0
94.8
90.0
100.0
20'
83.0
63.0
83.0
63.0
90.0
100.0
90.0
100,0
• 20"
63.0
63.0
63.0 1
63.0
90.0
100.0
90.0
100.0
26"
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
. 26° • " •' •
63.0
6310
63.0
63.0
90.0
100.0
90.0
100.0
32"
63.0
83.0
-
-
90.0
100.0
90.0
100.0
32" 0
00
53.0
83.0
63.0
63.0
90.0
100.0
90.0
100.0
38"
110"
63.0
63.0
-
-
90.0
100.0
90.0
100.0
38" 1
:0400:
63.0
63.0
-
-
90.0
100.0
90.0
100.0
44"
-
-
-
-
90.0
100.0
90.0
1000
00 44"
• • 50" . 88'
63.0
58.2
83.0
58.2
-
-
-
-
90.0
90.0
100.0
100.0
90.0
90.0
100.0
100.0
50'
56"
-
-
-
-
-
90.0
93.1
90.0
100.0
-
-
-
80.2
80.2
90.0
94.0
• 56" ' • '
-
-
-
-
90.0
100.0
90.0
100.0
20'
63.0
63.0
63.0
63.0
90.0
100.0
90.0
100.0
60, • • •
•
90.0
98.6
90.0
100.0
26"
63.0
83.0
-
-
90.0
100.0
90.0
100.0
88°
-
-
-
-
88.5
88.5
90.0
99.3
32'
63.0
63.0
-
-
90.0
100.0
90.0
100.0
• 20" • 0 •
63.0
6310
63.0 1
63.0
90.0
100.0
90.0
100.0
38'
116"
63.0
63.0
-
-
90.0 1
100.0
90.0
100.0
. • 28° ; ;
63.0
83.0
63.0
63.0
90.0
100.0
90.0
100.0
44'
-
-
-
-
90.0
100.0
90.0
100.0
32' • • :
63.0
53.0
63.0
63.0
90.0
100.0
90.0
100.0
50'
-
-
-
-
89.4
89.4
90.0
1 D0.0
38"
63.0
63.0
-
-
90.0
100.0
90.0
100.0
56"
-
-
-
- 1
76.0
76.0
90.0
90.9
44"
50" 92
63.0
54.6
63.0
54.6
-
-
-
-
90.0
90.0
100.0
1 D0.0
90.0
90.0
100.0
100.0
20"
26'
63.0
63.0
83.0
63.0
83.0
90.0
100.0
90.0
100.0
63.0
-
-
90.0
100.0
90.0
100.0
56"
60"
-
-
-
-
-
-
-
-
90.0
90.0
96.3
90.0
90.0
90.0
100.0
100.0
32'
38"
120•
03.0
83.0
83.0
-
-
90.0
100.0
90.0
100.0
63.0
-
-
90.0
100.0
90.0
100.0
66°
-
-
-
-
82.6
82.8 1
90.0 1
92.5
44'
-
-
-
90.0
100.0
90.0
100.0
50'
-
-
-
-
87.1
87.1
90.0
1 DO.0
1/4" ANN. GLASS
1/4" ANN. GLASS
090' INTERLAYER
1/4" HEAT STREN'D GLASS
5/16"
HEAT STREN'D GLASS
120" UVEKOL -UQ RESIN
SAFLEX /KEEPSAFE MAXIMUM
.120" UVEKOL -UQ RESIN
.120'
UVEKOL -UQ
RESIN
1/4' ANN. GLASS
1/4'
ANN. GLASS
1/4" HEAT SiREN'D
GLASS
1/4' HEAT STREN'D
GLASS
m
m
z °°
z
c "- nip
01 -57wuu
D.L.O. D.LO.
WIDTH WIDTH
O
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II II Ijl II' . Ij1 t I I
Ili.I I FLA- PE Y ,�57
CAN. 538
8
GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 1-1A7
'D'
GLAZING OPTIONS
J�
W
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Ol
1
0
3
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O
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Ili.I I FLA- PE Y ,�57
CAN. 538
8
GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 1-1A7
'D'
GLAZING OPTIONS
N n
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drawing no.
W03 -64
sheet 2 of 7
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W ^20
N n
N
OD
r
N
3 V7
Lc
- H
Z�cpm
R N�
�M N
n r)
N �� N
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N N �
Ln
8
Si
8 bl�
drawing no.
W03 -64
sheet 2 of 7
• •
..: • • .
• •
• • • • ;
'
'.
*00000 •
•
.
• • •
' ' •
• •
cG
NOMINAL DIMS.
M MOUT RELWORCING
MULLION
LOAD CAPACITY
-
PSF
INT.( -)
EXT.( +)
INT.( -)
L DIMS.
WITHOUT
REINFORCING
WITH REINFORCING
90.0
100.0
WFRAME
a24*
HEIGHT
EXT.(+)
INT.( -)
EXT.(+)
INT.( -)
30"
36°
42"
Q.
54'
50"
66"
72-
72"
75.0
75.0
9010
100.0
75.0
75.0
90.0
100.0
75.0
75.0
1 900
100.0
75.0
75.0
1 90.0
100.0
75.0
75.0
900
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
24°
30"
36"
42'
48"
54"
60"
66"
72°
78"
75.0
750
900
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
1 90.0
100.0
75.0
75.0
90.0
100.0
75.0
750
90.0
100.0
-
-
90.0
100.0
• 24" ;
30" :.
• 36"
42' . •
48° :
0
54°
.' 80°
66" :
• 72' •
;
..:
go
:84°
boo
. :
:
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
' • 24"
• 30" .'
38° •
42-
48"
54'
s0'
98"
72"
•
",
•
90"
73.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
9010
100.0
75.0
75.0
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
24"
30"
36"
42"
Q.
54°
so-
86"
72'
96
75.0
75.0
90.0 1
100.0
75.0
75.0
90.0 i
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
-
-
9010
100.0
-
-
goo
100.0
-
-
90.0
100.0
24"
30'
36"
42"
Q.
54'
60"
66"
102"
75.0
750
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
9010
100.0
75.0
75.0
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
M MOUT RELWORCING
WITH REINFORCING
WIDTH (W)
FRAME HEIGHI
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
24"
30"
36"
42"
Q.
54"
60"
86'
108"
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
75.0
90.0
100.0
75.0
750
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
9010
100.0
24°
30°
38"
42"
48"
M.
60°
114'
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
-
-
90.0
100.0
24'
30"
380
42'
48'
60'
120'
-
-
90.0
100.0
-
-
90.0
100.0
-
-
9010
100.0
-
-
90.0
100.0
-
-
90.0
100.0
90.0
100.0
-
-
90.0
100.0
k�1
1
WIDTH (W) o W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA/
-- --- - --- -
�'•
I // III �� I�
i
S
:rft
�I
Ll
c�
W
L --- - - -J
l
0
�
I
Ld
W1
w2
All
WIDTH (W) o W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA/
WIDTH (W) W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA %
2
w
I W2 "w
WIDTH (W) m 21 + 42
CINTERMEDIATE HORIZONTALS
-- --- - --- -
�'•
I // III �� I�
S
:rft
�I
Ll
c�
L --- - - -J
I
l�
- -_J
All
t W2
I Wi
WIDTH (W) W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA %
2
w
I W2 "w
WIDTH (W) m 21 + 42
CINTERMEDIATE HORIZONTALS
WIDTH (W) W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA %
II �I
�I
CIA � e� V �
I ,/I
W, W2
WIDTH (W) Wl ± W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOAI
-- --- - --- -
�'•
I // III �� I�
S
W
Ll
c�
L --- - - -J
x
l�
w
LL
wi
w2
WIDTH (W) W1 + W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOA %
II �I
�I
CIA � e� V �
I ,/I
W, W2
WIDTH (W) Wl ± W2
2
SMITH MOUNTAIN DOORS
SEE SEPARATE NOAI
` W1 W2 i wi
WIDTH (W) m W, + W2
2
STRUCTURES
FLA. PE 18957
CAN, M
OCT 2, 2003
dl+- �
V
Z � 3
o°
CL
r+ r a
H U to
LLJ a
U r`
o a "' P
a
daCO(N
Q'y N O
WQ L&j
U) n
N
CIO
n
N
3 � �
�Nt^ O N
M CID
I
3 N
V)
V) � N ~
�Lj
3
� N
�I J k
drawing no.
W03 -64
-- --- - --- -
�'•
I // III �� I�
S
W
Ll
L --- - - -J
` W1 W2 i wi
WIDTH (W) m W, + W2
2
STRUCTURES
FLA. PE 18957
CAN, M
OCT 2, 2003
dl+- �
V
Z � 3
o°
CL
r+ r a
H U to
LLJ a
U r`
o a "' P
a
daCO(N
Q'y N O
WQ L&j
U) n
N
CIO
n
N
3 � �
�Nt^ O N
M CID
I
3 N
V)
V) � N ~
�Lj
3
� N
�I J k
drawing no.
W03 -64
•
•
�1
.I
ANCHOR LOAD CAPACITY - PSF
EXT.( +) & INT.( -)
NOMINAL DIMS.
ANCHORS TYPE 'A'
ANCHORS TYPE 'B'
ANCHORS TYPE 'C'
WIDTH (W)
FRAME HEIGHT
A2
A3
B2
B3
C2
C3
24"
W.
36"
42"
Q.
54"
60"
66"
72"
78'
100.0
100.0
1 DO.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
95.3
100.0
100.0
100.0
100.0
100.0
83.4
100.0
100.0
100.0
100.0
100.0
74.1
100.0
100.0
100.0
100.0
100.0
68.7
100.0
100.0
100.0
100.0
100.0
60.8
91.0
100.0
100.0
100.0
100.0
55.6
83.4
100.0
100.0
100.0
100.0
24"
30"
36"
42"
48"
54"
60"
" • 66" •
72" :
84"
•
•
•
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
86.5
100.0
100.0
100.0
100.0
100.0
77.4
100.0
100.0
100.0
100.0
100.0
68.8
100.0
100.0
100.0
100.0
100.0
61.9
92.9
100.0
100.0
100.0
100.0
56.3
84.5
100.0
100.0
100.0
100.0
51.8
77.4
100.0
100.0
100.0
100.0
• 24' :*9
•
• 30"
36" •
42' :
48" • •
• 54%.
80" : •
• 66" :
• • 72"
• :
•
•
:
• 90"
;
' :
•
100.0
100.0
1 O0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.4
1 DO.0
100.0
100.0
100.0
100.0
82.6
100.0
100.0
100.0
100.0
100.0
72.3
100.0
100.0
100.0
1000
100.0
64.2
96.4
100.0
100.0
100.0
100.0
57.8
88.7
100.0
100.0
100.0
100.0
52.6
782
100.0
100.0
100.0
100.0
48.2
72.3
93.7
100.0
93.7
100.0
' . 24' • • •
30" : :
36'
42'
48'
54'
60"
66'
72"
• •
:
98"
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10010
90.3
100.0
100.0
100.0
100.0
100.0
77.4
100.0
100.0
100.0
100.0
100.0
67.8
100.0
100.0
100.0
100.0
100.0
60.2
90.3
100.0
100.0
100.0
100.0
54.2
81.3
100.0
100.0
100.0
100.0
49.3
73.9
95.8
100.0
95.8
100.0
45.2
67.8 1
87.8 1
100.0
87.8
100.0
j7
��5' L
A2, B2, C2
ANCHOR LOAD CAPACITY - PSF
EXT.( +) & INT.( -)
NOMINAL DIMS.
ANCHORS TYPE 'A'
ANCHORS TYPE 'B'
ANCHORS TYPE 'C'
WIDTH (W)
FRAME HEIGHT
A2
A3
B2
B3
C2
C3
24"
30"
36"
42"
48"
54"
60'
68'
102"
100.D
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
85.0
100.0
100.0
100.0
100.0
100.0
72.9
100.0
100.0
100.0
100.0
100.0
63.8
95.6
100.0
100.0
100.0
10070
56.7
55.0
100.0
100.0
100.0
100.0
51.0
76.5
99.2
100.0
1 99.2
100.0
46.4
$9.8
90.2
100.0
90.2
100.0
24"
30"
36"
42"
48"
54"
60"
66'
108"
100.0
100.0
100.0
100.0
100.0
100.0
96.4
100.0
100.0
100.0
100.0
100.0
80.3
100.0
100.0
100.0
100.0
100.0
68.8
100.0
100.0
100.0
100,0
100.0
60.2
90.3
100.0
100.0
1 100.0
100.0
53.5
90.3
100.0
100.0
100.0
100.0
48.2
72.3
93.7
100.0
93.7
100.0
43.8
65.7
85.2
100.0
85.2
100.0
24'
30'
36'
42'
48'
54'
W.
114"
100.0
100.0
100.0
100.0
100.0
1 DO.0
91.3
100.0
100.0
100.0
100.0
100.0
76.1
100.0
100.0
100.0
100.0
100.0
85.2
97.8
100.0
100.0
100.0
100.0
57.1
85.6
100.0
100.0
100.0
10010
50.7
76.1
98.8
100.0
98.6
10010
45.6
88.5
88.8
100.0
88.8
100.0
24'
30"
38'
42"
48"
54"
W.
120"
100.0
100.0
100.0
100.0
100.0
100.0
86.7
100.0
100.0
100.0
100.0
100.0
72.3
100.0
100.0
100.0
100.0
100.0
8119
92.9
100.0
100.0
100.0
100.0
54.2
81.3
100.0
100.0
100.0
100.0
48.2
72.3
917
100.0
93.7
10010
43.4
68.0
84.3 1
100.0
84.3
100.0
A3, B3, C3
W1 W2 W1
f �
WIDTH (W) . W1 + W2
2
AL
: SEE SHEET 4 FOR DESCRIPTION
A2 (2] ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB
C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB
A3 �3j ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB
C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.
STR'JC'URES
FLA. PC # 16657
CAN. -3538
WIDTH (W) . W1 + W2
2
WIDTH (W) W1 + W2
2
WIDTH (W) W1 + W2
2
WIDTH (W) o W1 + W2
2 4
OCI 2 2003
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drawing no.
W03 -64
W
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w
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W1 W2 W1
f �
WIDTH (W) . W1 + W2
2
AL
: SEE SHEET 4 FOR DESCRIPTION
A2 (2] ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB
C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB
A3 �3j ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB
C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.
STR'JC'URES
FLA. PC # 16657
CAN. -3538
WIDTH (W) . W1 + W2
2
WIDTH (W) W1 + W2
2
WIDTH (W) W1 + W2
2
WIDTH (W) o W1 + W2
2 4
OCI 2 2003
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drawing no.
W03 -64
•
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sees•
•
•
sees
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• ••
s
•
TYPICAL ANCHORS
n SEE ELEV. FOR SPACING
a ,
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c a 4 as
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r WOOD BUCKS
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TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL STRUCTURE TYPICAL ANCHORS
1/8° MIN. THICKNESS SEE ELEV. FOR SPACING
a
n
TYPICAL ANCHORS
SEE
x
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(:�) 111 l
iN J O !
'f TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TMUCI URES
FLA. PE t 16857
C.A.N. 5a8
OCT 2 2 2003
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drawing no.
W03 -64
10 I`1 I I U U
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
2BY
I I III
y
° e °
WOOD BUCKS
0 •
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d 4
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a
• •'
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WOOD BUCKS NOT BY SMITH MOUNTAIN MUST SUPPORT
'V
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
••
1! j1
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THEM TO THE BUILDING STRUCTURE.
•
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TYPICAL ANCHORS: SEE ELEV. FOR SPACING
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•
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TYPE 'A'- 114" TAPCONS
"'
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INTO WOOD STRUCTURES
0
0 in
+ +
1 -3/4" MIN. PENETRATION INTO WOOD
''
THRU WOOD BUCKS INTO CONC. OR MASONRY
•z
W
�•.
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
•••
. • •
+ +
TYPE 'B'- if 4" TAPCONS
DIRECTLY INTO CONC. OR MASONRY
9 �i ICI
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
10 �I 11� 5 4
TYPE 'C'- #14 SMS OR 1/4" SELF DRILLING SCREWS
�i lid
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.)
STEEL : Fy = 36 KSI MIN.
o
ALUMINUM : 6063 -T5 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
to ail iii s 4
INTO CONCRETE AND MASONRY = 3" MIN.
INTO WOOD STRUCTURE = 1" MIN.
(:�) 111 l
iN J O !
'f TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TMUCI URES
FLA. PE t 16857
C.A.N. 5a8
OCT 2 2 2003
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drawing no.
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•
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TYPICAL ANCHORS
•
FULL LENGTH REINFORCING
SHE
D. L.
amino
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SEE 'SMITH MOUNTAIN'
IMPACT DOOR NOA
FOR DOOR RATING AND DETAILS
---------------------------
LIZ
I �I li
----- - - - - -- J
Y
L---------------- -•- ••----- - - - - --
STRVCTURES
FL X. PE t 18557
C.AN. 538
OCT 2 3
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drawing no
W03 -64
2.
•
•
4.500
3.712
FRAME HEAD /SILL /JAMB
3.697
.125
1,131 75D
u
L1,685-
• • 3.223
04TERMEDIATE SNAP —IN
seas
• • • ,123
579
n3.697-
••.•.•
.125
POCKET FILLER
.188
3.625
POCKET FILLER
,187
ITEM a
PART P
QUANTITY
DESCRIPTION
NATERUL
MANF. /SUPPLIRR/REMARKS
1
SMI -001
AS READ.
FRAME HEAD /SILL /JAMB
6063 -T5
SMITH MOUNTAIN
2
SMI -003
AS READ.
INTERMEDIATE SNAP -IN
6063 -T5
SMITH MOUNTAIN
3
SMI -004
AS READ.
FLAT FlLLER
6063 -T5
SMITH MOUNTAIN
4
SMI -002
1/ CORNER
1GLASS STOP
6063-75
SMITH MOUNTAIN
5
H -63
AS READ,
GLAZING GASKET
EPDM 70 t5
UNIVERSAL RUBBER CO.
6
G -40A
AS READ.
SETTING BLOCK (1/4' X 1/2" X 2" LONG)
EPDM 70 t5
UNIVERSAL RUBBER CO.
7
1/4 -20 X 2 -1/4"
AS REOD.
MULLION SCREWS WITH NUT do WASHER
-
AT 9" FROM ENDS & 24" O.C.
8
#12 X 1-1/2"
2 PER CORNER
FRAME ASSEMBLY SCREWS
-
HEX H SELF DRILLING
9
V2100
_
ADHESIVE FOAM TAPE (1/4" X 1/2 ')
-
NORTON
10
995
_
GLAZING COMPOUND
-
DOW CORNING
10A
895
_
GLAZING COMPOUND
-
PECORA
11
- I
_
REINFORCING CHANNEL
STEEL
1 -3/16° X 4 -1/16' X 1 -3116" X 3/16" THK.
12
-
-
REINFORCING CHANNEL
STEEL
3/4' X 3 -5/8" X 3/4- X 1/8"
.356
I
i
WEDGE —IN GASKET
SCALE 1.1
4.062
1.625 --f
,OB3
,937 �74� 8 50
I° -1,200 -- I
GLAZING STOP
03
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drawing no.
W03-64
Sheet 7 of 7
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
FD Fox:(305)828-51 18
Ph: (305)364—OW2
SERIES "2001" ALUMINUM
FRENCH DOOR
IMPACT RESISTANT
*see :0000
Be**-
0"00,0
N. 0Ao02- 1104.03
EXP. May 08,2008
MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
MIAMI -DADS COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
....13ave this product or material tested for quality assurance purposes. If this product or material fails to perform in
the acpeplo manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
• • • revoke,.>tVxhfy, on su313end the use of such product or material within their jurisdiction. BORA reserves the right
•
So revpke4iis acg2tanoe, if it is determined by Miami -Dade County Product Control Division that this product or
tnateri dohils to meet thq requirements of the applicable building code.
• �''fhis pfddugt is a ' roveo as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of thVFloricb BWfding Code.
....
DEgCRYTION: Series 2001 Aluminum French Door Impact Resistant.
.. • APPROVAL DbUJ1f'IENT: Drawing No. FDI -1, titled "Series 2001 Aluminum French Door Impact Resistant ",
sheetq I-d ough9 of �; prepared by the manufacturer, dated 09/16/02 with no revisions signed and sealed by F.
• • • • Hennaudvl P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance
. • • number vfd approv.;Wdate by the Miami -Dade County Product Control Division.
• MISSILE IMP4CCRATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Can ' /Font, P.E.
4/ i 7/-3 NOA No 02- 1104.03
o Y Expiration Date: May 08, 2008
Approval Date: May 08, 2003
Page 1
1
FOR ANCHOR OPTIONS SEE NOTE � 1 THIS SHEET
FOR ADDITIONAL INFO RLrLR TO SECTIONS UN' S BEETS
2OF3 AND 3OF3.
6' 12" 6° 1 12"
JAx MAX D 13 M MAX
I I
DOOR
LEAF
WIDTH
DOOR
HEIGHT
W/O SIDELITE
POS. I
NEG.
3' -0"
8' -0"
04'
—
2' -6"
261.8
".
3' -0"
6' -8"
MAX.
DAYLIGHT
rn•
A
8"
26 1/8"
:0
•
DAYLIGHT
5=
MAX. DAYLIGHT
.
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1
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/4
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•
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t,
A o
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.
,
• •
N
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FOR ANCHOR OPTIONS SEE NOTE � 1 THIS SHEET
FOR ADDITIONAL INFO RLrLR TO SECTIONS UN' S BEETS
2OF3 AND 3OF3.
6' 12" 6° 1 12"
JAx MAX D 13 M MAX
I I
1 I II
6' 12'
MAX MAX 13
37" MAX.
DOOR WIDTH
�z
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N Q
Q
13
D
DOOR
LEAF
WIDTH
DOOR
HEIGHT
W/O SIDELITE
POS. I
NEG.
3' -0"
8' -0"
70.0
70.0
2' -6"
261.8
".
3' -0"
6' -8"
MAX.
DAYLIGHT
4
A
8"
26 1/8"
MAX.
DAYLIGHT
5=
MAX. DAYLIGHT
.
c
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/4
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•
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A o
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••
E
1 I II
6' 12'
MAX MAX 13
37" MAX.
DOOR WIDTH
�z
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Q
13
D
I
6" 12' 13
MAX MAX
72" MAX.
DOOR WIDTH
ELEVATIONS
0
REV.
4-
co
•
DESIGN PRESSURES IN PSF
DOOR
LEAF
WIDTH
DOOR
HEIGHT
W/O SIDELITE
POS. I
NEG.
3' -0"
8' -0"
70.0
70.0
2' -6"
70.0
70.0
3' -0"
6' -8"
70.0
70.0
2' -6"
26
8"
26 1/8"
MAX.
DAYLIGHT
MAX. DAYLIGHT
C �
1
�5�
STRIKE
12
A o
a PLATES
Cr-
1s
O
\
N
\
N
0-
E
I
6" 12' 13
MAX MAX
72" MAX.
DOOR WIDTH
ELEVATIONS
0
REV.
4-
co
•
DESIGN PRESSURES IN PSF
DOOR
LEAF
WIDTH
DOOR
HEIGHT
W/O SIDELITE
POS. I
NEG.
3' -0"
8' -0"
70.0
70.0
2' -6"
70.0
70.0
3' -0"
6' -8"
70.0
70.0
2' -6"
70.0
70.0
NOTES:
1. ANCHOR OPTIONS
1/4' ELCO TAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO
CONCRETE BLOCK OR J14 S.M.S. WITH 1 1/2' MIN. EMBEDMENT
INTO 2BY WOOD BUCK OR #14 S.M.S. X 1 1/2 IN METAL
2. FLUSH BOLTS.
ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO
ACHIEVE DESIGN PRESSURES ABOVE
3. GLAZING.
5/16' OVERALL LAMINATED GLASS MADE UP TWO LITES OF 1/8'
HEAT STR. GLASS WITH A 0.090' INNER LAYER FILM SAFLEX-
KEEPSAFE MAXIMUM BY SOLUTUI INC. N.OA J01- 0205.02
GLAZING PENETRATION 0.533" -
4. COLONIAL MUNTINS CAN BE APPLIED.
5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH
(2) #10 X 1' PAN HEAD SHEET METAL SCREWS.
6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE
PLATES, FLUSH BOLTS, FRAME, PANEL, ETC.
Approved as complying witb the
lls to os 3
Nt Z
P.�►an�i Daae ' duct t:oatto!
FRANCISCO HERNIINDEZ
FL PE 151393 ,
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Holed, Flarlda 33012
Ph: (305)384 -9952
Fax: (305))828 -5119
a; °1
L N N
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N
V7 �
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LLJ - c W)
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+• M .E
2
N >Ea �o`0t�
+��
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Vol
W
Drawn By R r
Date: 9 -16 -02
Scale: NTS
Revhdm:
Revlelan:
DRAWING N0.
FDI— 1
SHEET
1 OF -3
s
t
.v
D
w
0
1 �D
a
—ANCHORS ®6' FROM CORNERS AND THE REST
®12' O.C. MAX. FOR ANCHOR OPTIONS SEE
NOTE J1 ON SHEET 1 OF 3
(TYP FOR DOOR JAMBS)
' 6 '
I ``o
w�
v +
1bY Uh Lul Yruuu buuA tir uinuc�
SHALL WITHSTAND ALL GLAZING SYSTEM
LOADS (TYP FOR ALL WOOD BUCKS)
a
e
11 12 °
4 CMu WALL
• oa
a
13
oa
•: a.
a�
O J N •
' a
1/4' SHIM MAX.
rL. M Ir aiasa
Sunshine Windows
Manufacturing, Inc.
1743 W. 33rd Race
Hlalaah. Florida 33011
Ph: (305)304 -9951
Foa:(303)810 -5118
A
c
a�
m o u-3 4
cF-CON
,n;lg
v M
—a
E
cn -i
a
". W R F
Date: 9 —16 -02
Scale: 1 2` =1 °
Revlelon:
Revhdan:
FDI -1
SHEET
2OF3
J
•
•'
•
• • '
ANCHORS 06' FROM CORNERS AND THE REST
' • • • • •
• .
•
012 O.C. MAX. FOR ANCHOR OPTIONS SEE
•� �•�•
NOTE J1 ON SHEET 1 OF 3
•
(TYP FOR DOOR JAMBS)
•
' 6 '
I ``o
w�
v +
1bY Uh Lul Yruuu buuA tir uinuc�
SHALL WITHSTAND ALL GLAZING SYSTEM
LOADS (TYP FOR ALL WOOD BUCKS)
a
e
11 12 °
4 CMu WALL
• oa
a
13
oa
•: a.
a�
O J N •
' a
1/4' SHIM MAX.
rL. M Ir aiasa
Sunshine Windows
Manufacturing, Inc.
1743 W. 33rd Race
Hlalaah. Florida 33011
Ph: (305)304 -9951
Foa:(303)810 -5118
A
c
a�
m o u-3 4
cF-CON
,n;lg
v M
—a
E
cn -i
a
". W R F
Date: 9 —16 -02
Scale: 1 2` =1 °
Revlelon:
Revhdan:
FDI -1
SHEET
2OF3
J
. * :so
Ge
o e
Gage
s:se
• oe
Goes
• o
• s•
sees
0000
1 B OR 2BY WOOD BUCK BY OTHERS
SHALL WITHSTAND ALL GLAZING SYSTEM
LOADS (TYP FOR ALL WOOD BUCKS)
N
IMPACT GLASS. FOR INFO REFER
TO NOTE #3 ON SHEET 1 OF 3
STRUCTURAL SILICONE DOW CORNING
OR SIMILAR
4\. a
ANCHORS 06' FROM CORNERS AND THE REST
012' O.C. MAX. FOR ANCHOR OPTIONS SEE
NOTE #1 ON SHEET 1 OF 3
(TYP FOR DOOR JAMBS)
VERTICAL SECTIONS
• A-A-a A . •"Auto. A-AA" A
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
1
SW -38
1
FRENCH DOOR HEAD
6063 -7`6
2
SW -39
4
FRENCH DOOR TOP AND BOTTOM RAIL
6063 —T6
3
SW -36
4
FRENCH DOOR VERTICAL STILE
6063 —T6
4
SW -37
2
FRENCH DOOR JAMB
6063 —T6
5
SW -40928
(4 ") 1 PER ANCHOR
FLAT FILL COVER
6063 —T5
6
SW -40
1
FRENCH DOOR SILL (MILL FINISH)
6063 —T6
7
SW -47
1
FRENCH DOOR ADAPTER
6063 —T5
8
SW -3332
AS REQD
FIN PILE WEATHER STRIP (VYNIL BULB)
POLYPROPYLENE
9
SW -57
3 PER LEAF
8" BUTT HINGE
6063 T5
10
SILICONE
AS REQD
DC 995 /PECORA 895
SILICONE
11
SW —L1
1
LOCK (LATCH)
METAL
12
SW -1-2
1
YALE NEW TRADITIONS' 800 SERIES DEAD BOLT
LOCK, KEY OPERATED ON THE EXTERIOR AND
THUMB TURN ON THE INTERIOR
METAL
13
SW —FB
2 PER LEAF
SERIES 2510 CONCEALED FLUSH BOLT BY REGENT
METAL
14
SCREWS
AS —REQD
# 10 •X in
SMS
15
SCREWS
AS —REQ'D
# 10 X 1 1/2"
SMS
16
SW -30
AS —REQ'D
APPLIED PERIMETER TRIM
6063 —T5
17
SCREWS
AS —REQ'D
# 8 X 1/2"
SMS
18
SW —H
1
SURFACE MOUNT HANDLE
METAL
�I
0
a.uu - L 4.00" '
OFD HEAD (SW -38) O FD TOP & BOTTOM RAIL (SW -39)
078'
10
00
00
0
4.375
O
r "
r`
r ^ 1+]
0
5.00' L 3.50"
4O FD JAMB (SW -37) ao O FD FLAT FILL COVER (SW- 409280)
Ln
0
0
Approved as complying with the
Florida Bu•di C e
Dwe Os ors 03
tvOAtr - 5.00"
Miar.:i Dade P luct Contrvi
Divi.io.
6 FD SILL (SW -40)
OFD VERTICAL STILE (SW -36)
"
N
"
M] O
1.908'
OFD HINGE (SW -57)
I I
0
LO
r- T 0
062'
OFD ADAPTER(SW -47)
�. ,pr o;
i
Sunshine Windows
Manufacturing, Inc.
1743 W. 33rd Place
Halvah. FkwWa 33012
Ph: (303)3134 -0052
Faa:(303)R2e -5115
lire
ar
0)
C t N
LO
11.1 ~ N
—Tnw)g
o °..
p �
vM
2�'E"
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Drawn w... RF
Dan: 9 -16 -02
Scale: 1/2"=1"
RwA"n:
RwAWan:
DRMING N0.
FDI -1
SHEET
3OF3
Sunshine Windows
µanuf acting, Inc.
1745 W. 33rd PICO@
hiakah, Florida 33011
HR Ph: (305)364 -9952
Fas:(305)826 -5118
V
HORIZONTAL SL IDING WINDOW
(LARGE AND SMALL MISSILE IMPACT)
. .... ......
..... .... OA: 03=0116o12
. .
0000
41
..... .... .
..
..
. .. .
.... .... ...
. .. .... . . . 0
EXP. 03=17=2008
OAS L M]AhII -DADS COUNTY. FLORIDA
wMETRO -DARE YLAGIER BULDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FL.AGLER SI•REET, SUrrE 1603
pRODUCT CONTROL DFMION MIAM. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 373 -29M
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manudacturtng, Inc.
1745 West 33'd Place
Hialeah, n 3M12
SCOPE:
Tlis NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
• • • • • This NOA shag not be valid after the expiation date stated below. The Miami -Dade County Product Control
.Dlyision gtilbpmi Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to
• • • • • •' Hive this :;pzoduCt or material tested for quality assurance purposes. If this product or material fails to perform in
. "W& accep%M * &3nner, the manufacturer will in= the expense of such testing and the AID may immediately
• • • • • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
• • • • to {evoke this acceptance, if it is &termined by Miami -Dade County Product Control Division that this product or
cc
hWerial &115 j9 meet the requirements of the applicable building code.
• • • • • .. bb prod"t is jopproved bed herein, and has been designed to comply with the Jfigh Velocity Ekmicam
. Zone of the Floiada Building Code.
• • • • • • • p4SC,'RiM&: Series " 1650" Altmninum Horizontal Sliding Window- Impact
.. #'PRO VAL JIMU11 M: Drawing No. HS99-04. titled "Series 1650 Aluminum Horizontal Sliding Win&w
. .. •.. QUO) 3B; *at ptrengthened Laminated ", sheets 1 through 3 of 3, prepared by Francisco Hernandez, P.E., dated
8/16% vW m4sion on 111/03, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County
• Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
• County Product Control Division.
MLSSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacii reds name or logo, city, state and
following statement: "Miami -Dade County Product Contr91 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.
T ERMIlVATION of this NOA will occur After the expiration date or if there has been a revision or change in the,
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 Faihue to comply
with any section of this NOA shall. be cause for termination and removal of NOA.
ADVERT'ISEM M: 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 tiser 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 renews NOA 0 99.0909.05 and, consists of this page 1 as well as approval document mentioned above.
The submitte do umentalion was renew�e by Jaime Eisen –P.E—
NOA No 03 4)11612
o { Expiration Date: March 17, 2008
Approval Date: February 27, 2003
Page 1
A
.....
E
1s
3 1/2m MAX.
16 3/4°
MAX.
IMPACT IMPACT
:t GLASS GLASS
D �✓/
3 4s �-
o
Z 3 '-------- -- -- - --- --, j - - - - -- ,~--- - - ---
------------ ---------
C I:
J. \y
- 13� 1/2" MAX. 16 3/4"
MAX.
WINDOW WIDTH
TYPICAL ELEVATION (XO)
IMPACT RESISTANT WINDOW
NOTE:
FOR NUMBER OF ANCHORS REQUIRED FOR EACH
UNII SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN 'i �E DESIGN PRESSURE CHART
BASED ON FTL -2316 DATED 6 -15 -99
TEST SIZE= 74" X 63 " -(X0)
TEST LOADS= +120.0 135.0 PSF
DESIGN LOADS= +80.0 -90.0 PSF
WATER INFILTRATION TEST= 8.0 AND 12.0 PSF
TESTED GLASS= 3/8" HEAT STRENTHENED
LAMINATED
CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF
E
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
PRODUCT RENEWED
" cotnpiyiag with the Florida
Buiding Code
Acceptance No 'Q // ./
E:pirati Date
By
Mismi cl Control
Di '
0 gal m�
� _ 12 -o ",:)
FRANCISCO HERNANDEZ
FLORIDA PE 51393
Sunshine Vmdm
Manufacturing, Inc.
1745 W. 33rd Plop.
Fa ��-.�
Fes. ete -5r1e
aOOW
N � �o
m:
mgt.
CQN�N
v C
9
2
i it
le
Dra" er: M H
Dote: 8 -16 -99
scale: l 2° =1'
1 -7 -03
Ravlelon:
DRAWING N0.
HS99 =04
SHEET _
• 1 - - OF.��3
m
a.:
-fig
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMIMUM
HORIZONTAL SLIDING WINDOW (%O)
3/8" HEAT STRENGTHENED
RESISTANT
LAMINATED EffACT
GLASS
DIlI� gDOW DOWN
WIDTH IHEIGHT
ANCHOR
SCHEDULE
EW=CANR PROC Wn0N
18 NOT RRQUMW
PER
HEAD do
SILL-
- PER
JAM[3
13/4" SILL
3" SIM
EXT.
INT.
EXT.
INT.
28 1/2"
37'
53 1/8'
74'
26'
3
3
53.3
90.0
80.0
90.0
3
53.3
90.0
80.0
90.0
4
53.3
90.0
80.0
90.0
6
53.3
90.0
80.0
90.0
i�
Q
26 1.(2'
....
33 -1018'
..74'.
3j
3
4
53.3
90.0
80.0
90.0
:3
53.3
90.0
80.0
90.0
• 4
53.3
90.0
80.0
90.0
:6
53.3
90.0
80.0
90.0
s3'T /e'
9974:
5o A"
3
5
53.3
90.0
80.0
90.0
:4
53.3
90.0
80.0
90.0
'; 6
53.3 1
90.0
80.0
90.0
�.��f
5s•t/e'
74'
�!';
�� 3
5
53.3
90.0
80.0
90.0
; 4
53.3
90.0
80.0
90.0
6
53.3
90.0
80.0
90.0
24'
36'
48'
60'
72'
24'
3
3
53.3
90.0
80.0
90.0
3
53.3
90.0
80.0
90.0
4
53.3
90.0
80.0
90.0
5
53.3
90.0
80.0
1 90.0
6
53.3
90.0
80.0
90.0
1�
qC
24'
36'
48'
60'
72'
36'
3
4
53.3
90.0
80.0
90.0
3
53.3
90.0
80.0
90.0
4
53.3
90.0
80.0
90.0
5
53.3
90.0
80.0
90.0
6
53.3
90.0
80.0
90.0
36'
48'
60'
72'
48'
3
4
53.3
90.0
80.0
90.0
4
53.3
90.0
80.0
90.0
5
53.3
90.0
80.0
90.0
6
53.3
90.0
80.0
90.0
36'
48'
60'
72'
60'
3
5
53.3
90.0
80.0
90.0
4
53.3
90.0
80.0
90.0
5
53.3
90.0
80.0
90.0
6
53.3
90.0
80.0
90.0
3 1/2m MAX.
16 3/4°
MAX.
IMPACT IMPACT
:t GLASS GLASS
D �✓/
3 4s �-
o
Z 3 '-------- -- -- - --- --, j - - - - -- ,~--- - - ---
------------ ---------
C I:
J. \y
- 13� 1/2" MAX. 16 3/4"
MAX.
WINDOW WIDTH
TYPICAL ELEVATION (XO)
IMPACT RESISTANT WINDOW
NOTE:
FOR NUMBER OF ANCHORS REQUIRED FOR EACH
UNII SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN 'i �E DESIGN PRESSURE CHART
BASED ON FTL -2316 DATED 6 -15 -99
TEST SIZE= 74" X 63 " -(X0)
TEST LOADS= +120.0 135.0 PSF
DESIGN LOADS= +80.0 -90.0 PSF
WATER INFILTRATION TEST= 8.0 AND 12.0 PSF
TESTED GLASS= 3/8" HEAT STRENTHENED
LAMINATED
CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF
E
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
PRODUCT RENEWED
" cotnpiyiag with the Florida
Buiding Code
Acceptance No 'Q // ./
E:pirati Date
By
Mismi cl Control
Di '
0 gal m�
� _ 12 -o ",:)
FRANCISCO HERNANDEZ
FLORIDA PE 51393
Sunshine Vmdm
Manufacturing, Inc.
1745 W. 33rd Plop.
Fa ��-.�
Fes. ete -5r1e
aOOW
N � �o
m:
mgt.
CQN�N
v C
9
2
i it
le
Dra" er: M H
Dote: 8 -16 -99
scale: l 2° =1'
1 -7 -03
Ravlelon:
DRAWING N0.
HS99 =04
SHEET _
• 1 - - OF.��3
m
a.:
-fig
i
° '4
3/16" TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY
(FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.)
W
a.
f 19 i-• -- - LL— . �i 5 1 - `n
ai
to
'13
1
16
(2) 2' WEEP -
HOLES
Ir
W
c�
0
0:
oo
=
W
J
•••�
••••••
•••(7
ai
to
'13
1
16
(2) 2' WEEP -
HOLES
3/16' SMS 1 1/2' MIN. PENETRATION
INTO WOOD (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
i/ � � I
'.. \
w
3/16' TAPCONS 1 1/4' MIN. �-
' : EMBEDMENT INTO MASONRY B J
,= A. ' (FOR NUMBER OF ANCHORS
• ` e • , AND MAX. SPACING REFER �s
TO SHEET 3.)
.�.... •.•A 16 2) :t (2) 2' WEER
. .. .. VERTICAL SECTION HOLES
r2
. • .. • . (�> •2P• WEEP WITH SILL RISER
...•MOLES. I
ATTACHMENT TO MASONRY
VERTICAL SECTION
C j"
:12
3/16' TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
r'1
i `--c
' "i % %%i
6
r 21)
Q4) '
ATTAC M]ENT TO WOOD DETAII. 122 , 0 ; i 1 s
3/16' SMS 1 1/2' MIN. PENETRATION INTO WOOD.
(FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.)
WINDOW WIDTH
WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST
SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM.
million 11101m
ATrACf MIM TO WOOD
VERTICAL SECTION
,1 /4' MAX.
^, SHIM SPACE
\� ATTAC NU3NT TO MASONRY DETAIL
` v . 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY.
(FOR NUMBER OF ANCHORS AND MAX.
�• SPACING REFER TO SHEET 3.)
. . ........ . ........ . .. . ..... . I f v
----- - - - - -- ..... _...
"c
Rv PACT RESISTANT WINDOW
d
M
3/16' SMS 1 1/2' MIN. PENETRATION
INTO WOOD (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
GLAZING:
MATERIAL:
3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS
OF 1/8' HEAT STRENGTHENED GLASS WITH AN 0.010'
INTERLAYER FILM, GLASSLAM SAFETY PLUS, AND 3/8'
WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND
GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER
EDGE.
METHOD:
INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION
USING A BLACK COLOREDO SILICONE, AND AN
EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WrrH
A VINYL BULB BETWEEN BEAD AND GLASS.
GLAZING BEAD WAS FASTENED TO FRAME IN TEST
UNIT WITH NO. 8 BY 1' FHSMS TWO AT EACH
HORIZONTAL BEAD AND THREE AT EACH VERTICAL BEAD
-.-k
PRODUCT RENEWEDqqq
as comp�ylflE N'i:17 the F oft
Bued:cg &dr
Acceptance tia O
E.pira*. n Date j4
Mien i.;+oi
Di Yel Cu
SUrihie Wmdm
Manufa , k
1748 W. 83rd Plana
F10ft 33012
Ph: (3053304-9052
Fax: —8116
c�
c�am�J'
W cN
CaNO40a
Id 1.
10
Ir
W
17
0:
=
W
J
V
N
C7
�N
=
2
M
�=
3
0
z
3/16' SMS 1 1/2' MIN. PENETRATION
INTO WOOD (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
i/ � � I
'.. \
w
3/16' TAPCONS 1 1/4' MIN. �-
' : EMBEDMENT INTO MASONRY B J
,= A. ' (FOR NUMBER OF ANCHORS
• ` e • , AND MAX. SPACING REFER �s
TO SHEET 3.)
.�.... •.•A 16 2) :t (2) 2' WEER
. .. .. VERTICAL SECTION HOLES
r2
. • .. • . (�> •2P• WEEP WITH SILL RISER
...•MOLES. I
ATTACHMENT TO MASONRY
VERTICAL SECTION
C j"
:12
3/16' TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
r'1
i `--c
' "i % %%i
6
r 21)
Q4) '
ATTAC M]ENT TO WOOD DETAII. 122 , 0 ; i 1 s
3/16' SMS 1 1/2' MIN. PENETRATION INTO WOOD.
(FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.)
WINDOW WIDTH
WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST
SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM.
million 11101m
ATrACf MIM TO WOOD
VERTICAL SECTION
,1 /4' MAX.
^, SHIM SPACE
\� ATTAC NU3NT TO MASONRY DETAIL
` v . 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY.
(FOR NUMBER OF ANCHORS AND MAX.
�• SPACING REFER TO SHEET 3.)
. . ........ . ........ . .. . ..... . I f v
----- - - - - -- ..... _...
"c
Rv PACT RESISTANT WINDOW
d
M
3/16' SMS 1 1/2' MIN. PENETRATION
INTO WOOD (FOR NUMBER OF ANCHORS
AND MAX. SPACING REFER TO SHEET 3.)
GLAZING:
MATERIAL:
3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS
OF 1/8' HEAT STRENGTHENED GLASS WITH AN 0.010'
INTERLAYER FILM, GLASSLAM SAFETY PLUS, AND 3/8'
WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND
GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER
EDGE.
METHOD:
INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION
USING A BLACK COLOREDO SILICONE, AND AN
EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WrrH
A VINYL BULB BETWEEN BEAD AND GLASS.
GLAZING BEAD WAS FASTENED TO FRAME IN TEST
UNIT WITH NO. 8 BY 1' FHSMS TWO AT EACH
HORIZONTAL BEAD AND THREE AT EACH VERTICAL BEAD
-.-k
PRODUCT RENEWEDqqq
as comp�ylflE N'i:17 the F oft
Bued:cg &dr
Acceptance tia O
E.pira*. n Date j4
Mien i.;+oi
Di Yel Cu
SUrihie Wmdm
Manufa , k
1748 W. 83rd Plana
F10ft 33012
Ph: (3053304-9052
Fax: —8116
c�
c�am�J'
W cN
CaNO40a
Id 1.
10
Drawn Br ,._M H '-
ode: 8 -16 =99
scale: 1 2' =1 °
p„ lglan:1 -07 -03
RevWan:
DMUNING N0.
HS99 '04,
• - _ SHEET
FRANCISCO 'HERNMDEZ 2 "_OF 3 '
FLORIDA PEJ '51393
a_
x�
s
Drawn Br ,._M H '-
ode: 8 -16 =99
scale: 1 2' =1 °
p„ lglan:1 -07 -03
RevWan:
DMUNING N0.
HS99 '04,
• - _ SHEET
FRANCISCO 'HERNMDEZ 2 "_OF 3 '
FLORIDA PEJ '51393
a_
C4
0.050
JAMB TO FIXED PANEL
SW -014
6063 -T5
�- 0.304
0.395 0.7750
0.050
IMPACT GLAZING BEAD
SSW -101
6063 -T6
I.
I
E
FRAME HEAD AND SILL
SW -019
6063 -T5
0.812
0.050
2.125
FIXED MEETING RAIL
SW -40111
6063 -T5
T � 0.592
1,000 0.050
1
4 0.81 0 {-
SLIDER TOP AND BOTTOM RAIL
SW -012
6063 -T5
1.8750
0.050
---1 1.00 `---
MOVING SIDE RAIL
SW -016
6063 -T5
�-- 1.625
T-- 0.050
1.875
i
0.812
MOVING MEETING RAIL
SW -017
6063 -T5
1.00
0.050
INSERT TRACK
SW -xxx21
6063 -T5
0.076
T 3.062
1.5090
L
SILL RISER
SW -40771
6063 -T5
MATERIAL LIST
MWf
PART#
RBQD.
Emscrapnom
•
1
.••• .• •
• • • • 0.062
T
.••••
6063 -T5
"• •
SW -019
1
FRAME SILL
• :1.250• �•
1.437
•
....
1
. • •
.... . .
6063 -T5
• •
SW -012
0.667
• •
6063 -T5
•
SW3019
•••.
••••.•
FELT
' '
SW321W
�---- 2.077 --�
•••••
BRASS
•.•.
.
PANEL
MOVING MEETING RAIL
6063 -T5
SW -013
4011
1
FIXED MEETING RAIL
6063 -T5
11
SW -AS
AS ROD
ASSEMBLY SCREWS
•••.••
12
•. •
. .
JAMB TO MOVING PANEL
6063 -T5
13
SW -016
1
MOVING SIDE RAIL
6063 -T5
14
•
AS ROD
WEATHER STRIP BULB
VINYL
15
SW -667
AS ROD
LATCH
I.
I
E
FRAME HEAD AND SILL
SW -019
6063 -T5
0.812
0.050
2.125
FIXED MEETING RAIL
SW -40111
6063 -T5
T � 0.592
1,000 0.050
1
4 0.81 0 {-
SLIDER TOP AND BOTTOM RAIL
SW -012
6063 -T5
1.8750
0.050
---1 1.00 `---
MOVING SIDE RAIL
SW -016
6063 -T5
�-- 1.625
T-- 0.050
1.875
i
0.812
MOVING MEETING RAIL
SW -017
6063 -T5
1.00
0.050
INSERT TRACK
SW -xxx21
6063 -T5
0.076
T 3.062
1.5090
L
SILL RISER
SW -40771
6063 -T5
MATERIAL LIST
MWf
PART#
RBQD.
Emscrapnom
•
1
.••• .• •
• • • • 0.062
T
.••••
6063 -T5
"• •
SW -019
1
FRAME SILL
• :1.250• �•
1.437
•
....
1
. • •
.... . .
6063 -T5
• •
SW -012
0.667
• •
6063 -T5
6
SW3019
AS ROD
FIN SEAL. PILE
FELT
' '
SW321W
�---- 2.077 --�
WHEEL
BRASS
9
FRAME JAMB TO MOVING
PANEL
MOVING MEETING RAIL
6063 -T5
SW -013
4011
1
FIXED MEETING RAIL
6063 -T5
11
I.
I
E
FRAME HEAD AND SILL
SW -019
6063 -T5
0.812
0.050
2.125
FIXED MEETING RAIL
SW -40111
6063 -T5
T � 0.592
1,000 0.050
1
4 0.81 0 {-
SLIDER TOP AND BOTTOM RAIL
SW -012
6063 -T5
1.8750
0.050
---1 1.00 `---
MOVING SIDE RAIL
SW -016
6063 -T5
�-- 1.625
T-- 0.050
1.875
i
0.812
MOVING MEETING RAIL
SW -017
6063 -T5
1.00
0.050
INSERT TRACK
SW -xxx21
6063 -T5
0.076
T 3.062
1.5090
L
SILL RISER
SW -40771
6063 -T5
MATERIAL LIST
MWf
PART#
RBQD.
Emscrapnom
IMA72R AL
1
SW -019
1
FRAME HEAD
6063 -T5
2
SW -019
1
FRAME SILL
6063 -T5
3 ISWxxx2l
1
INSERT TRACK
6063 -T5
5
SW -012
2
SLIDER TOP /BOTTOM RAIL
6063 -T5
6
SW3019
AS ROD
FIN SEAL. PILE
FELT
8
SW321W
2
WHEEL
BRASS
9
SW -017
1
MOVING MEETING RAIL
6063 -T5
10
4011
1
FIXED MEETING RAIL
6063 -T5
11
SW -AS
AS ROD
ASSEMBLY SCREWS
f 8 X 1- SMS.
12
SW -013
1
JAMB TO MOVING PANEL
6063 -T5
13
SW -016
1
MOVING SIDE RAIL
6063 -T5
14
SW3257
AS ROD
WEATHER STRIP BULB
VINYL
15
SW -667
AS ROD
LATCH
ZINC
16
SW -S10
2 /SILL
RETICULATED FILTER
FOAM
17
40771
1
SILL RISER
6063 -T5
18
SW -014
1
JAMB TO FIXED PANEL
6063 -T5
19
-
AS RQD
SILICONE
DC -795 OR SIMILAR
20
SW -101
AS ROD
IMPACT GLAZING BEAD
6063 -T6
21
SW -STL
1
3/8- X 3/4- FIAT BAR
STEEL
22
SW -AS
4
ASSEMBLY SCREWS
#a X 2 1/20 SMS.
PRODUCt R1PdCVM
as eomplift wf{t! Ae 91rdib
pe w 09 -01! .!Z
Expimfi= Dale
111ieaei
Vrmdm
1745 W 33rd PAN
son, mis
P4 a,
ayy
G�i mom,
C
�C;Rc_AlN_,
cmi
11 ol
2 "!
C7 -
q
xcn
Down of M H
W, 5 -16 -99
some• WOO"
"
Reeieionl -7 =03
RevMM.
DRAWM No.
HS99 =04
1Z 0 3
FRANCISCO HERNANDEZ SHEET; :4
'FL•ORLDA ,PE 151393. _ - t:f {
i
FIXED WINDOW
I .... : 0
IMPACT
Sunshine YYndm
manufacturing, Inc.
1745 W. 33rd Plops
wodeak flaido 33012
Ph: (305 )364 -9952
Fox:(305)828 -5118
—11 -2008
N0A*6
03=0314e07
go
—11 -2008
go
0
sees
0:
00*0
0000
1 so
so
sees
0
see
—11 -2008
M
MIAMFD
NU ILDING CODE COM PLI04NCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Mamodactnring, Inc.
1746 W. 3P Puce
A'idub, IFL 33012
MMM -DADE COUNTY. FLORIDA
MEmo-DADE FL.AGLER BULDING
140 WEST FLAGLBR STREET, SUM 1600
IffAK FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 373 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the Use of construction materials.
The documneat3bon snbmitbed has been reviewed by Miami Dade County Product Cantid Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whcxc allowed by
McAgthorityftevigg Jurisdiction (ALIT).
..
• "IV J40A chat/ q1t be valid after the expiration date stated below. The Miami -Dade County Product Control
Difton (In Miami Dade County) and/or the AiiJ (m areas other tban Miami Dade Coucty) reserve the right to
have this p�ffiul• gr material tested fbr quality assurance purposes. If this product or material fails to perform in
• b6 aboeptea mania the maanfac:direr will incur the expense of such testing and the AIU may immediately
MDdiN,*& suspend the use of such product or mranial within their jurisdiction. BORA reserves the right
�Q j olae dV% acogmince, if A is downmed by Miami-Dade County Product Control Division that this product or
material fa4 tDpV the requiremeuts of the applicable building code.
-Thrl product is apimved as gibed herein, and has been designed to comply with the Nigh Velocity H rricane
.w ofthe eoo1a BWldmg code.
-Bfl Nf* Series 4302 Aluminum Fixed Window - Impact
APPROVA1: : Thawing No. PW4)4A3, titled " Series 4302 Aluminum Fixed Window- Impact",
sheets 1 through 8 of 8, prepared by manufacbircr dated 11 -15 -02 and last revised on 08- 29-03, signed and sealed
by Francisco Hen mxh7, P.E., bearing the Miami -Dade County Product CoWrol Approval stamp with the Notice
of Aaxptanoe camber cad approval date by the Mami-Dade Comity Product Control Divisim
MISSILE IMPACT RATING: Law N(isade Impact Resistant
LABELING: Each unit shall bear a pamanemt label with the mamifimbirces name or logo, city, state and
&Uwivg sit: " Miami -Dada Caamy Product Carol Approved ", unless otherwise noted hav in.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
cage m the applicable b®1dmg eo& negatively affwtmg the pence of this product.
TERMINATION of tins NOA will occur after the eaq»ratiaa date or if there has been a revision or change in the
materials, use, and/or moire of the product or process. Misuse of this NOA as an endorsament of any '
product, for sales, advertising or any other purposes shall automatically terminak this NOA_ Failure to comply
with any section of this NOA shall be cause for teimhiation and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the wads Miami -Dade Comity, Florida, and followed by
the expiration date may be displayed in advatmg liteaature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECT ION: A copy of thhis entire NOA shall be provided to the user by the maaafacdirer or its distnbutors
and shall be available for inspection at the job site at the request of the Building Offieaal.
Ibis NOA consists of this page 1 and evidence page(s) as well as approval document mentioned above.
'Tic subinmed documentation was revwwod by Ishaq 1. Chanda, PX
NOA No 03-0314.07
E I fion Data September 11, 2008
Apprewl Deli" Septwber 11, 2003
Page 1
.
WDWOW
U
>Q9�a
DBSIG14 rx
CART - PSF
•
NEG.
LONG
SIDE
NCJN
SIDE
SHORT
SIDE
106 X 26
10
11
3
75.00
75.00
96 X 28
9
10
3 190.00
90.00
91 X 28
8
9
3 190.00
90.00
84 X 28
8
9
3
90.00
90.00
78 X 37
7 r
8
4
55.50
55.50
78 X 26
7
8
3
90.00
90.00
78 X 19
7
8
3
90.00
90.00
63 X 46
8
7
5 172.00
72.00
83 X 39
8
7
4 172.00
72.00
83 X 37
8
7
4 163.00
83.00
63 X 26
8
7
3 100.00
90.00
83 X 19
8
7
3
190.00
90.00
48 X 48
5
8
5
173.13
73.13
53 X 46
5
8
5
76.30
78.30
53 X 39
5
8
4
90.00
90.00
53 X 37
5
8
4
78.00
78.00
53 X 28
5
8
3
90.00
90.00
53 X 19
5
8
3
90.00
90.00
48 X 39
5
6
4
90.00
90.00
48 X 37
5
8
4
90.00
90.00
48 X 28
5
8
3
90.00
90.00
48 X 18
5
8
3
90.00
90.00
38 X 37
4
5
4
90.00
90.00
38 X 28
4
5
3
90.00
90.00
38 X 19
4
5
3
90.00
90.00
28 X 25
3
4
3
190.00
90.00
28 X 19
3
4
3
190.00
90.00
74 X 39
7
8
4
81.20
81.20
74 X 37
7
8
4
54.00
54.00
74 X 26
7
8
3
90.00
90.00
74 X 19
7
8
3
90.00
90.00
T
B
�A
4°
.lV
► A
SHORE SIDE (S)
H
RECTANGLE
TYPICAL ELEVATION
.._ i;1 7 / .1
C MrAQ. @2
F A
4
CORNER DETAIL 01
8
r
Ax. A
P SIDE (S)
� B
TRAPMID
TYPICAL ELEVATION
ANCHB:
1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO
TAPCON WITH 1 1/2- MINIMUM EMBEDMENT INTO WALL
2. FOR CONNECTION TO METAL STRUCTURE USE 1/4' -20
HILTI KWIK -FLEX SELF - DRILLING SCREW
STEEL MATERIAL SHALL CONFORM TO ASTM A500, A853
OR A35 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 8063 -T5 WITH 118' MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 213Y WOOD BUCK OR WOOD STRUCTURE USE
1/4'-20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2n
MINIMUM EMBEDMENT INTO WOOD
G L AW:
0.34' OVERALL LAMINATED GLASS USING TWO LITES OF 1/8' HEAT
STRENGTHENED GLASS WITH A 0.090 SAFIEX /KEEPSAFE MAXIMUM
INNER LAYER 13Y SOLUTIA
w�mra.
FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD
WITH 1 1/4' MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY
Apwo�cd a eat 1� IM
FbeM>.
MOM j
Mimi III Ira
nMM FE N 51=3
bdodft kc
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P
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ftd* g 7 -1 -03
iRs�hlae -
D vmo to
W -00 -0
SHEET
1 OF 8
26'X 63
3
8
3
90.00
90.00
1 X 63
2
6
2
90.00
90.00
X48 •X 48
5
5
5
......
....
l4M'X 53
5
5
6
72.00
72.00
39 X 53
4
5
5
82.50
82.50
......
....
5
5
84.00
84.00
26 X 53
3
5
3
90.00
90.00
19 X 53
2
5
2
90.00
90.00
39 X 46
4
5
5
90.00
90.00
37 X 46 1
4
5
5
90.00
90.00
26'X 63
3
8
3
90.00
90.00
1 X 63
2
6
2
90.00
90.00
X48 •X 48
5
5
5
73.13
73.13
l4M'X 53
5
5
6
72.00
72.00
39 X 53
4
5
5
82.50
82.50
37 X 53
4
5
5
84.00
84.00
26 X 53
3
5
3
90.00
90.00
19 X 53
2
5
2
90.00
90.00
39 X 46
4
5
5
90.00
90.00
37 X 46 1
4
5
5
90.00
90.00
26 Y as
:q
b
m
an nn
on nn
C mNzR EIR AIL d1
iJ' B
TYP 90° COMM WrAEL
PA
lA cc) to ' M I' •1 p
. ' C
' i
ANCHM
1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4- ELCO
TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL
2. FOR OONNECTION TO METAL STRUCTURE USE 1/4' —20
HILTI KWIK —FLEX SELF— DRIWNG SCREW
STEEL MATERIAL SHALL. CONFORM TO ASTM A500, A653
OR A30 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 6063 —T5 WITH 1/8' MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE
1/4"-20 HILTI KWIK —FLEX SELF — DRILLING SCREW WITH 1 1/2'
MINIMUM EMBEDMENT INTO WOOD
GLAIR
0.34` OVERALL LAMINATED GLASS USING TWO LITES OF 1/8' HEAT
STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM
INNER LAYER BY SOLU11A
FOR CORNER WELDED CONNECTIONS USE 1/6' FILLET WELD
WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY
A#pro�yi�fli M {'1•' .i.ir4 h•lr atf
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SHEET
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VANDOW
aa8
II
DEMW PRESSURE
CHART - PSP
POS.
NEG.
SILL
CIRCLE
TOP
JAMBS
108 X 26
10
15
3
90.00
90.00
96 X 28
9
13
3
90.00
90.00
91 X 26
8
13
3
90.00
90.00
84 X 28
8
12
3 190.00
90.00
76 X 37
7
11
4 155.50
35.50
78 X 26
7
11
3
90.00
90.00
76 X 19
7
11
3
90.00
80.00
63 X 46
8
9
5
72.00
72.00
83 X 39
8
9
4
87.20
67.20
83 X 37
6
9
4 170.10
70.10
63 X 26
6
9
3
90.00
90.00
53 X 19
8
9
3 1
90.00
90.00
48 X 46
5
7
5
73.13
73.13
53 X 46
5
8
5
72.00
72.00
53 X 39
5
8
4
82.50
82.5
53 X 37
5
8
4
64.00
84.00
53 X 26
5
8
3
90.00
90.00
53 X 19
5
8
3
90.00
90.00
48 X 39
5
7
4
90.00
90.00
46 X 37
5
7
4
90.00
90.00
46 X 28
5
7
3
1 90.00
90.00
46 X 19
5
7
3
90.00
90.00
38 X 37
4
6
4
90.00
90.00
38 X 26
4
8
3
90.00
90.00
38 X 19
4
6
3
90.00
90.00
28 X 26
3
4
3
90.00
90.00
28 X 19
3
4
3
90.00
90.00
74 X 39
7
11
4
58.40
56.40
74 X 37
7
11
4
59.10
59.10
74 X 28
7
11
3
90.00
90.00
74 X 19
7
11
1 3
90.00
90.00
CoRM =AM #1
S
�1 A
SIDEWAYS jj rAWRE WITH CIRCLE TOP
TYPICAL EMATION
ANCIM
1, FOR CONNECTION ENT rALLO
C N WI � MINIMUM EMBEDMENTIO W
2. FOR CONNECTION I IIFLEXX SELF METAL STRUCTURE
SCRRERW USE 1/4" -20
STEEL MATERIAL SHALL CONFORM TO ASTM A500, A853
OR A36 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 8063 -T5 WITH 1/8" MINIMUM WALL THICKNES5.
3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE
1/4--20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2-
MINIMUM EMBEDMENT INTO WOOD
�i
0.340 OVERALL LAMINATED CLASS USING 1/6"
STRENGTHENED CLASS WITH 0.090SAFLEX /KEEPSAFE MA T
MAXIMUM
INNER LAYER BY SOLUTIA
wxwmm
FOR CORNER WELDED CONNECTIONS USE 1 /8° FILLET WELD
WITH 1 1/40 MINIMUN LENGTH MADE WITH IER4043 FILLER ALLOY
J
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IIcm
DESIGN
CZAAT - PSF
N�qr
POS.
NEG.
SILL
ARCH
108 X 28
10
11
90.00
90.00
98 X 28
9
10
90.00
90.00
91 X 28
8
10
90.00
90.00
84 X 28
8
9
90.00
90.00
78 X 37
7
11
85.50
55.50
78 X 26
7
9
90.00
90.00
78 X 19
7
8
90.00
90.00
63 X 32
8
9
75.00
75.00
83 X 28
8
8
90.00
90.00
63 X 19
6
7
90.00
90.00
46 X 24
5
7
90.00
90.00
53 X 27
5
8
lquo
90.00
53 X 19
5
7
90.00
90.00
46 X 23
5
7
90.00
90.00
46 X 19
5
6
90.00
90.00
38 X 19
4
6
90.00
90.00
26 X 13
3
4
90.00
90.00
74 X 37
7
11
57.00
57.00
74 X 28
7
9
90.00
90.00
74 X 19
7
8
90.00
90.00
I`
rL
CMM)ZTAEL #1
CORNER DETAIL
'00007'
B
AS
MAX 12' MAX
WINDOW WIDTH (V)
TYPICAL. Z"ATION
8:
1. FOR CONNECTION TO CONCRETE BLOCK USE 114- ELCO
TAPCON WITH 1 1/2- MINIMUM EMBEDMENT INTO WALL
2. HLTI CONNECTION
j WIK -FLEX SELF R LUNG SCREW USE 1/4' -20
STEEL. MATERIAL SWILL CONFORM TO ASTM A500, A653
OR A38 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 8083 -T5 WITH 1/8- MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE
1/40-20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/20
MINIMUM EMBEDMENT INTO WOOD
OR":
0.340 OVERALL LAMINATED GLASS USING TWO LITES OF 1/8- HEAT
STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM
INNER LAYER BY SOL U71A
FOR CORNER WELDED CONNECTIONS USE 1/a- FILLET WELD
WITH 1 1/4- MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOT'
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TYPICAL BZ"ATION
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CORNER DETAIL
ALIANUM WELD NTERIOR
SEE WELDING NUM
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1 FOR
APCON CONNECTION /2' MINIMUM EMBEDMENT INTO WALL 0
2. FOR CONNECTION TO METAL STRUCTURE USE 1/40 -20
HILT] KWIK -FLEX SELF - DRILLING SCREW
STEEL MATERIAL SHALL CONFORM TO ASTM A500. A953
OR A30 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 9083 -T5 WITH 1/8m MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE
1/4' -20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2'
MINIMUM EMBEDMENT INTO WOOD
GLABIR
0.346 OVERALL STRENGTHENED GL
ASS WRHGA AJSING TWO 1/0' MAXIMUMT
INNER LAYER BY SOLUTIA
FOR CORNER WELDED CONNECTIONS USE 1/0' FILLET WELD
WITH 1 1/40 MINIMUN LENGTH MADE WrrH ER4043 FILLER ALLOY
A�p�ei n m� .1� INe
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0
400.0.
CORNER DETAIL
!•
r
1;!J
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B B
�A
30' MAX
OC'rA(��T
TYPICAL ELEVATION
DEMONi i+V"i.//i//i��i�VipYJ..
rABAT6 m 4M PW
2 ANCHORS PER SIDE (TYPICAL)
am—==xL#1
CORNER DETAIL
H--
�A
A
s.
�--- 2 ANCHORS PER SIDE (TYPICAL)
B
HM OM
TYPICAL MMATM
DESM
�p ���//�� v�-pM
pyo�s�m.n n T�Vr111/ i'Oi'
—AMMM.'
1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO
TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL
2. FH.IOLTI KWIKEF ON TO METAL ILLISTRUCTURE W USE 1/4n —20
STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653
OR A36 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 6083 —TS WITH 1 /8' MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE
1/4' -20 HIL11 KWIK —FLEX SELF — DRILLING SCREW WITH 1 1/2'
MINIMUM EMBEDMENT INTO WOOD
GLASS:
RENGTHENED GLASS WITH A 0.0001NSAFLEX/KFEPSAFE 1M/AXIMUM T
S
INNER LAYER BY SOLUTIA
W'>w0:
FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD
WITH 1 1/42 MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY
MCM =
nAMM rf f 613N
�Ine I daE
Y k
wal
Ihm ft_M H
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R.mm7 -1 -03
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DRUM ND.
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•
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•
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• • •
400.0.
CORNER DETAIL
!•
r
1;!J
,J//
--Iwr- -v-
B B
�A
30' MAX
OC'rA(��T
TYPICAL ELEVATION
DEMONi i+V"i.//i//i��i�VipYJ..
rABAT6 m 4M PW
2 ANCHORS PER SIDE (TYPICAL)
am—==xL#1
CORNER DETAIL
H--
�A
A
s.
�--- 2 ANCHORS PER SIDE (TYPICAL)
B
HM OM
TYPICAL MMATM
DESM
�p ���//�� v�-pM
pyo�s�m.n n T�Vr111/ i'Oi'
—AMMM.'
1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO
TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL
2. FH.IOLTI KWIKEF ON TO METAL ILLISTRUCTURE W USE 1/4n —20
STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653
OR A36 WITH 12 Go MINIMUM WALL THICKNESS.
ALUMINUM ALLOY 6083 —TS WITH 1 /8' MINIMUM WALL THICKNESS.
3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE
1/4' -20 HIL11 KWIK —FLEX SELF — DRILLING SCREW WITH 1 1/2'
MINIMUM EMBEDMENT INTO WOOD
GLASS:
RENGTHENED GLASS WITH A 0.0001NSAFLEX/KFEPSAFE 1M/AXIMUM T
S
INNER LAYER BY SOLUTIA
W'>w0:
FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD
WITH 1 1/42 MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY
MCM =
nAMM rf f 613N
�Ine I daE
Y k
wal
Ihm ft_M H
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DRUM ND.
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SHEET
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.
.
.
U
3
D
d'
IN
D
OoNERAL LAMINATED GLASS USING TIRO
UTES OF 1 8' HEAT STRENGTHENED GUESS
(INNER/OUTER) WITH A 0.050 S�F1.E�/KEOWT
MAXIMUM INNER LAYER BY SOL.UtIA
WOOD BUCK BY OT44ERS MUST 13E PROPERLY
ANCHORED TO TRANSFER LOAD TO THE STRUCTURE
AND TO BE REVIEWED BY BUILDING OFFICIAL. S 1/186 MINIMUM WALL
e 7 THICKNESS ALUMINUM
2 ALLOY e083 —T8
ac► / \ A dd.
ON TO BL= AND CONCRM
SBrC.'ITON A A
1/4' MAX.
SHIM
•• I • • • •I; f • IL M'
•
I MIAMI —DADE COUNTY
APPROVED MULLION
(UNDER SEPARATE APPROVAL)
(C,ONNBGTI(N TO ALLTMWM h&TLL)
SMION A -A
MIAMI —DARE COUNTY
APPROVED MULLION
(UNDER SEPARATE APPROVAL) 1 /8' MINIMUM WALL
%THICKNESS ALUMINUM
ALLOY 6083 —T5
WOOD BUCK BY OTHERS MUST BE PROPERLY
ANDHTO BETREVIEWED BBY BUILDING OFFI CUCTURE
(Co ON TO AL MULL)
SEMON B -B
R� s
o.M ,
_lt�t
9 -
FRRMW HUMANDEZ
FLORIDA PE / 51393
r
y
.
.t
V
.
••
...
•••
•••
.
•.•
•••
•
STEEL MEMBER SHALL CONFORM TO
ASTM A500, A653 OR A36 WITH 12 GA
MINIMUM WALL THICKNESS
k • • • 111 :I :4
SE('I'iON A - A
fi• • • :�:1 I:� I: :!'
MATBRL.L LIST
ri�I[
PART
ffiS
,iAT>�TAL
1
sw -101
HEAD, SILL AND JAW®
600—To
Z
SW -102
GLAZING BEAD
6063 —T6
3
ANCHORS
SEE MIVA71ON SHEETS
4
8' X 1' PH S.M.S
ASSEMBLY SCREW
S
. 340' LAMINATED GLASS/HEAT STR
SEE QLAZWO DETAIL SHEET 7
6
—
DOW CORNING 986 OR EQUIVALENT
STRUCTURAL 81LIOONE
7
8' X 1 PH S.M.S
SIMS O 14' O.C. MAX. ALL AROUND
PERIMETER TO ATTACH GLAZING BEAD
TO FRAME
�-- 2.ODD" •
63'
N
0
1.312"
ITEM No. 1
PART SW -101
FRAM
0.304
O.D4 "
0.395 Ln
0.055° ^o
0.050"
REY Na 1
PMT SW -101
GLAM0 HEAD
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tN IA M a
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DARE COUNTY, FLORIDA
METRO -DADB FLACLER BUILDING
140 WEST F I AGLER STREET, SUITE 1603
MAN, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
Florida Window Systems
7040 NW 77 Terrace
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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 suited below. The Miami-Dade County Product Control
Division (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
1 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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
"� •' material fails to meet the requirements of the applicable building code.
•• ••.•
• • • • Thli pftuct is approled as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Fldddif BUding Code.
...... ....
: 1)E$CRIPTION: 4f m2hmm Casement Window
• • • • • APPAQVAL�O�NT: Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1
thrbugb'5 of 5, "bred by Al Farooq Corporation, dated 5/28/03, with revision date 8126103, signed and sealed
• • • • byllli wyoun Faroc4, P.E., the Miami -Dade County Product Control Approval s with the Notice of
bearing ty Ppro �p
• Acceptance nt ber and approval date by the Miami -Dade County Product Control Division.
.... NUMLE hiPA i RATING: Large and Small Missile Impact
. .
: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
• • • • fefto*Vt#g state fiW . Miami -Dade County Product Control Approved ", unless otherwise noted herein.
• • • RENEWAL ¢tin POA 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 Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
NOA No 03. 0612.04
o f Eaphation Date: September 18, 2008
I � Approval Date: September 18, 2003
O
Page
4
Florida Window Svstams
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W03 -36, titled "Aluminum Casement Window (Impact)", sheets 1
through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, signed and
sealed by Humayoun Farooq, 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
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HM -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. '
2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
•� • • • along with marked -up drawings and installation diagram of an aluminum
. • • • . • • vgpment vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test
• • • • • • • • • : Ripon No. HETI -02 -1752 dated 12/3 /02, signed and sealed by Rafael Droz, P.E.
......
• • • • • 3. • • • Vgst 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
...... .. . . .
• • • • • • •long with marked -up drawings and installation diagram of an aluminum
• • • • • • • • • • casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test
• • • • • • • • Ajport No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E.
.... • .. 4.: TOst reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
• • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
• • • •' • • • • • • • • . •Rlpng with marked -up drawings and installation diagram of an aluminum
• • • • • • • • :: casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test
• • • Wport No. HETI -02 -1751 dated 1213/02, signed and sealed by Rafael Droz, P.E.
• 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
along with marked -up drawings and installation diagram of an aluminum
casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test
Report No. HM-02 -1235 dated 7/3102, signed and sealed by Rafael Droz, P.E.
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 03- 0612.04
Expiration Date: September 18, 2008
Approval Date: September 18, 2003
E -1
A
Florida Window Svstems
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI-02 -1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E.
7. 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
along with marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -02 -1234 dated 7/3/02, signed and sealed by Rafael Droz, P.E.
8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC' , TAS 203 -94
along with marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
+ • • • BMI-02 -1702 dated 7/8/02, signed and sealed by Rafael Droz, P.E.
C." CALCULATIONS
. . .... ....
.... ; • • 1. Ajchor Calculations, ASTM E1300 -97 and structural analysis, by Al Farooq
Corporation, dated 5/28103, signed and sealed by Humayoun Farooq, P.E.
...... .. . . .
fl. " MATMML CERTIFICATIONS
" • " 1. Nbtice of Acceptance No. 00-0524.06 issued to Glasslam NGI, Inc. for "Safety-
. ; • • Alps Laminated Glass" dated 9/21/00, expiring on 9/9/03.
.... .. 2. ; NOtice of Acceptance No. 01 -0205.O2issued to Solutia, Inc. for "Saflex/Keepsafe
• • % Maximum" dated 5/17/01, expiring on 5/21/06.
.... .... . ..
• " • • g STIVEMENTS
• 1. • • • 0.S'tatement letter of conformance, dated 5/27 /03, signed and sealed by Humayoun
Far", P.E.
2. Statement letter of no financial interest, dated 5/27/03, signed and sealed by
Humayoun Farooq, P.E.
F. OTHER
1. Letter from the consultant sating that the product is in compliance with the
Florida Building Code (FBC)
Theodore Berman, P.E.
Deputy Director, Product Control Divlslon
NOA No 03-0612.04
Expiration Date: September 18, 2008
Approval Date: September 18, 2003
E -2
w
I 1 OR 2 ANCHORS
AT EACH SIDE OF IMPOST
SEE CHART ON SHEET 2
m N
n
m
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
995
LOCATION OF
EXTRA ANCHORS
13 1/2' MAX.
HEAD /SILL
2 1/
/
SILICONE
DOW CORNING 995
GE 4000
N
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•
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A
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GE 4000'
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
995
LOCATION OF
EXTRA ANCHORS
13 1/2' MAX.
HEAD /SILL
2 1/
/
SILICONE
DOW CORNING 995
GE 4000
N
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�
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30 18/16"
35 7/8-
1/8' ANN. GLASS
.060" INTERLAYER
TOWSLAM SAFETY -PLUS
�\\\.010' PET FILM
.r-060" INTERLAYER
1/8' [- rGLASSLAM�SAFETY -S LUS N.
30 15/16'
39 7/8' II n
Al
Fxm3.
SILICONE
TREMCO TREMGLAZE S -900
1/8' ANN. GLASS
.090- INTERLAYER
T SAFLEX /KEEPSAFE MAXIMUM
1/8' ANN. GLASS
13 1/2- MAX. 5" MAX. TYP.
HEAD /SILL HEAD /SILL CORNERS
A
— I
SILICONE
DOW CORNING 995
GE 4000
TREMCO TREMOUAZE S -300
I
�
1/8' ANN. GLASS
.090- INTERLAYER
T SAFLEX /KEEPSAFE MAXIMUM
1/8' ANN. GLASS
13 1/2- MAX. 5" MAX. TYP.
HEAD /SILL HEAD /SILL CORNERS
A
— I
SILICONE
DOW CORNING 995
GE 4000
SILICONE
TREMCO TREMOUAZE S -300
�
I 1
�• 1
I
SILICONE
DOW CORNING 995
GE 4000
SILICONE
TREMCO TREMOUAZE S -300
30 13/16"
D.L. OPG.
35 7/8'
1/8- HEAT STREN'D. GLASS
.060" INTERLAYER
VGLASSLAM SAFETY -PLUS
.010• PET FILM
080' INTERLAYER
\ 1 r-1/8* HEAT STREN'D.SGLASS
GLASS TYPE 'Al' GLASS TYPE 'A2'
GAZING OPTIONSOPTION
SILICONE
DOW CORNING 998
GE 4000
a
ALUMINUM CASEMENT WINDOW (IMPACTI
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE
MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS.
APPROVAL APPLIES TO SINGLE VENT WINDOWS ��� Ll OR DUAL VENT WINDOWS USING INTEGRAL \� \I IMPOST. `�
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE
ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR
ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED WITH A HEAVY BODIED
BITUMINOUS PAINT OR BE GALVANIZED.
, � ,y.,*1•L�11'�Z
STRUCTURES
FLA PC 16687
CAN.
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W03 -36
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() - NO. OF ANCHORS PER JAMB
e
o
s
() - N0. OF ANCHORS PER JAMB
• � 9n FlA 6�{ 7 Q
C IPE '3838
p b u
D1vbi drawing no.
SEE SHEET 1 FOR DESCRIPTION OF GLASS TYPES W03 -36
} iG 2 7 4' sheet 2 of 5
DESIGN LOAD CAPACITY - P3F FOR ( %) SIZES
WINDOW DIMS. GLASS TYPES 'A1' k 'A2' GLASS TYPE 'B1'
WIDTH HE1GM EXT. ( +) 1 M. ( -) W. (+) 1 M. ( -)
19 -1/8' 55.0 SSA 78.0 80.0
28 -1/Z° 48° S8A 55.0 75.0 80.0
37' (3) 88.0 88,0 7b.0 80.0
119 -1/8' 85,0 88.0 75.0 80.0
20 -1/2' 38 -3 /B° 86.0 88.0 78.0 80.0
37' (4) 88.0 b6.0 7b.0 80.0
19 -1/8' 55.0 58.0 7g.0 80.0
28 -1/2° 50 -5/8° 85.0 55.0 76.0 80.0
37' (8) 58.0 58.0 78.0 80.0
18-1 /8' 45.9 48.5 75.0 80.0
28 -1/2' 83• 34.0 34.0 7B.0 80.0
37' (5) - - 76.0 80.0
19 -1/8' 74 -1/4' Z7.5 27.6 75.0 �.0
ZB -1/2° (B) - - 88.8 88.8
18' 55.0 55.0 7b.0 80.0
24' 24" SSA 88.0 78.0 80.0
30' (3) 86A 88.0 78.0 80.0
38' 88A 88.0 78.0 80.0
18` BSA 88.0 75.0 80.0
24' �• 55.0 6b.0 75.0 80.0
• • 30" • • t3) Ss.o s6.o Tao eo.o
• 38' 58.0 88.0 7a0 80.0
• 18' 86.0 85.0 7a0 80.0
• Z4' �e 88.0 68.0 78.0 80.0
" 30' 95A 55.0 75.0 80.0
• : 38' • • . • 85.0 Sb.O 7a0 80.0
• • 18" • 88.0 68.0 75.0 B0.0
• 24' 43.2 43.2 75.0 80.0
30' 38.9 38.9 75.0 80.0
� 38' • • - - 7b.0 80.0
• 18" • • 32.0 32.0 75.0 80.0
• 24' ; �) 24.8 24.8 76.0 Bo.O
30' : : • • . - - 88.0 88.0
DESIGN LOAD CAPACITY - PSF FOR (XX) SIZES
UNREINFORCED CENTER PORT REINFORCED CENTER POST
1 ANCHOR AT EACH SD)8 OF IAIP09T 1 ANCHOR AT EACH SD)B OF DdP08T 2 ANCHOR A? EACH SIDE OF IMPOST
WINDOW DIMS. aLAea TYPES 'Al' k 'A>Z' aLass TYPE '81' aLASS TYPE 'H1' aLAS3 TYPE 'H1'
WIDTH FO:iCHT E%T. ( +) 1Nf. ( -) EXT. ( +) 1M. ( -) EXT. (t) 1NT. ( -) EXT. (+) 1M. ( -)
2s -1/2° ss.o ss.o 76.o so.o Tao eo.o 76.o eo.o
37° 28• 55.0 55.0 75.0 80.0 75.0 80.0 J5.0 80.0
53 -1/8' (3) 55.0 58.0 75.0 80.0 75.0 80.0 79.0 80.0
74° 66.0 65.0 76.0 80.0 76.0 80.0 J8.0 80.0
28 -1/2' 66.0 86.0 75.0 80.0 75.0 80.0 T8.0 80.0
37' 38_3/8• 55.0 59.0 76.0 80.0 78.0 80.0 75.0 80.0
83 -1 /e• (4) ss.o 55.0 7a.a eo.o 75.o eo.o Tao 80.0
74' 55.0 55.0 75.0 80.0 78.0 80.0 75.0 80.0
Z8 -1/2' 55.0 85.0 76,0 80.0 76.0 80.0 76.0 80.0
37° 50 -5/6• 65.0 89.0 78.0 80.0 78.0 80.0 J8.0 80.0
53 -1/8' (5) 85.0 85.0 76.0 80.0 78.0 80.0 76.0 80.0
74` 84.7 84.7 73.1 73.1 75.0 80.0 75.0 80.0
28 -1/2' 55.0 85.0 75.0 80.0 75,0 80.0 75.0 80.0
37' �° 47.0 47.0 76.0 80.0 75,0 80.0 79.0 80.0
63 -1/8' (8) 34.0 34.0 8a8 86.9 7a0 80.0 7s.0 80,0
7a• - - s2.a a2.a B7.6 67.6 76.0 �.o
2e -1/2' 39.2 39.2 76.0 70A 78.0 80.0 76,0 80.0
�• 74 -1/4" 28,4 ae.4 57.2 57.2 76.0 �.0 7p.0 80.0
83 -1/6' (6) - - 40.9 40.9 88.7 88.7 88.7 88.7
24' 65.0 80.0 T5.0 80.0 75.0 80.0 75.0 B0.0
36' 65.0 95.0 76.0 80.0 79.0 80.0 75.0 80.D
48 24" 86.0 88.0 78.0 60.0 78.0 80.0 78.0 80.0
80' () 68.0 86.0 75.0 80.0 78,p 80.0 7a0 80.0
72" 95.0 85.0 78.0 80.0 75.0 B0.0 75.0 80.0
24" 8a0 88.0 78A 80.0 75.0 80.0 76.0 8D.0
3b' 65.0 59.0 78.0 60.0 75,0 80.0 73.0 80.0
48 85.0 56.0 75.0 80.0 78.0 80.0 79.0 80.0
80' () 66.0 88.0 76A 80.0 78.0 80.0 7a0 80.0
72" 66.0 68.0 78.0 80.0 76.0 80.0 76.0 80.0
Z4" 56.0 65.0 7SA 80.0 7a0 80.0 75.0 80.0
38" 55.0 56.0 76.0 80.0 75,0 80.0 75,0 80.0
Q. �• 65.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0
BOB () 86.0 88.0 78.0 80.0 76.0 80.0 79.0 80.0
72" 66.0 80.0 78A 80.0 75.0 80.0 76.0 80.0
24` 88.0 38.0 78.0 80.0 76.0 80A 76.0 80.
3e`
48"
80•
72"
�•
()
0
8s.0
ss.o
7sA
eo.o
7s.o
Bo.o
Tao
Bo.o
43,2
43.2
73.0
75.8
76.0
BD.O
75.0
80.0
38.9
35.9
84.4
84.4
75.0
80.0
75.0
80.0
-
-
57.5
87.5
73.6
73.5
75.0
80.0
24"
38°
48"
gp•
JZ•
(8)
47.4
47.4
76.0
60.0
76.0
8D.0
76.0
80A
3Z.0
3Z.0
84.8
84.6
78.0
80.0
78.0
80.0
24.b
24.6
49.3
49.3
75.0
77.2
J5.0
80.0
-
-
40.5
40.3
85A
86.0
88.0
88A
•
TYPICAL ANCHORS 1BY OR 28Y
SEE El". FOR SPACING
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
��n
METAL STRUCTURES
(STEEL OR ALUM. 1/0- MIN. THICK)
STEEL : Fy • 38 KSI MIN.
ALUMINUM : 8043 -TS MIN.
'a
TYPICAL
SEE ELEV. FOR
2 BY
WOOD BUCK
WOOD BUCKS NOT BY FLORIDA WINDOWS. MUST
SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
31113"
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
3/18" TEKS OR SELF DRILLING SCREWS
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
(1/4" MAX. SHIM SPACE)
J10 SMS OR SELF DRILLING SCREWS
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
SEALANTS:
ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS
SEALED WITH CLEAR /ALUMINUM COLORED SEALANT.
FLA. PE
CAN.
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TYPICAL ANCHORS 1BY OR 28Y
SEE El". FOR SPACING
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
��n
METAL STRUCTURES
(STEEL OR ALUM. 1/0- MIN. THICK)
STEEL : Fy • 38 KSI MIN.
ALUMINUM : 8043 -TS MIN.
'a
TYPICAL
SEE ELEV. FOR
2 BY
WOOD BUCK
WOOD BUCKS NOT BY FLORIDA WINDOWS. MUST
SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
31113"
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
3/18" TEKS OR SELF DRILLING SCREWS
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
(1/4" MAX. SHIM SPACE)
J10 SMS OR SELF DRILLING SCREWS
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
SEALANTS:
ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS
SEALED WITH CLEAR /ALUMINUM COLORED SEALANT.
FLA. PE
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1/2' X 5/8' X 2" LONG 1/40 SHIM
ALUM BARS, 2/ VENT MAX.
AT 8' FROM TOP & BOTTOM 10
FH SMS
FASTENED W/ (2) #8 X 1"
.y a
3
11 7
SCREEN OPT. - - --
EXTERIOR
VENT
SINGLE VENT WINDOWS
4 /70 v R /a° v On 1 RAIn
Mid
PART b
CUANTPfY
DESCPJMON
MATIM"
NAHP. /8UPPL=/MMAlW
1
FINS -009
4
FRAME
8083 -78
-
2
FINS -011
4
VENT
W83-TB
-
3
PWS -010
1
CENTER POST
8083 -TB
-
4
FMni --008
AS REGO.
GLAZING BEAD
8083-76
-
5
-
AS REGO.
FRAME ASSEMBLY SCREWS
ST. !ILL
#10 X 3/4' PH SMS
8
-
AS REED.
VENT ASSEMBLY SCREWS
ST. STEEL.
I 01D X 1 -1/2' PH SMS
7
E102
AS READ.
FRAME WFATNERSTRIPPINO (.078 X .300)
VINYL
ULTRAFAB
8
E200
AS REDO.
VENT WEATHERSMIPPINO 087 X .360)
VINYL
ULTRAFAB
9
34,lZOO,lOD
2/ VENT
4 BAR KNOE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED W/ (8) $8 X 3/8' SS
10
30088
2/ VENT
LEVER TYPE FACE MOUNT LACK
STEEL
TRUTH, AT 12' FROM TOP AND 80TTOM
11
21087
2/ VENT
LOCK KEEPERS, AT FRAME JAMB FACING LOCK
STEEL
ATTACHED W/ (2) #10 X 3/8' SS SMS
12
40068
1
ROTO OPERATOR
STEEL
TRUTH, ATTACHED W 4) #8 X 3/8' SS
.057 THICK CORNER KEY
ST. STEEL
1 -1/2' X 1 -1/2' X 1/2'
14
-
2/ LOCK
LOCK INSTALLATION SCREWS
-
12 X 1 ' PH SMS
o• .
v TYPICAL ANCHORS
• SEE ELEV. FOR SPACING
STEEL REINFORCING
SEE SHEET 2 FOR CAPACITIES
Ma M U a eu AMM
DUAL VENT WINDOWS •
DADE COUNTY APPR'D MULLION
SEE SEPARATE NOA TYPICAL ANCHORS
10 SMS
EE ELEV. FOR SPACING
TYPICAL ANCHORS
—SEE El". FOR SPACING
FLA. PE (1 _8587
CAN. n
lkUG 2 7 2003
P
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drawing no.
W03 -36
FRAME
,062- -I .679
L439
—4,000
—4.626
IMPOST
y
.750 .050
--I .745
GLAZING BEAD
4/�,
REINFORCING CHANNEL
36 KSI STEEL
KEY
I
13
I
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low _�
I' i X9,20
I I
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FRAME 0� RNER W L
— ALUMINUM
1 -1/8' X 1 -1 /B' X .06' THK.
IVm
ALL FRAME AND VENT CORNERS TO BE M
SEALED WITH WHITE/ALUM COLORED SEALANT.
� :i
9Z
�R80
VENT CORNER
9r DA. WOUAYOUN i
STRUCTIMRS
FLk PPB �_t _6357
C.A.N. 3s3e
4
drawing no.
W03 -36
.06E
1 1 '
1.781
.392
•
• •
b88
• •
.897
VENT
•
••••••
•
••
•
•
•
1.438
• • •
1.20E
•.•.
•
••
• '
•
•
• • •
.06E
• • •
E.1Ie
• • •
L439
—4,000
—4.626
IMPOST
y
.750 .050
--I .745
GLAZING BEAD
4/�,
REINFORCING CHANNEL
36 KSI STEEL
KEY
I
13
I
I
a
II I
low _�
I' i X9,20
I I
I �
I
FRAME 0� RNER W L
— ALUMINUM
1 -1/8' X 1 -1 /B' X .06' THK.
IVm
ALL FRAME AND VENT CORNERS TO BE M
SEALED WITH WHITE/ALUM COLORED SEALANT.
� :i
9Z
�R80
VENT CORNER
9r DA. WOUAYOUN i
STRUCTIMRS
FLk PPB �_t _6357
C.A.N. 3s3e
4
drawing no.
W03 -36