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-- Product ADproval Menu>'Product or AnnumOon Search>Application List>Application Detail
F #',tti 3Zz
°�`:7 FL
' g FL15332-R2
£: �T M Application Type Affirmation
M
L Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Emall 650 West Market Street
Gratz,PA 17030
(717)365-3300 Exc2560
bsitlinger@ miwd.coni
Authorized Signature Brent Sldinger
bsl0inger@miwd.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed-Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License PE-62514
Quality Assurance Entity National.Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M.Urich,PE
_.: Validation Checklist-Hardcopy Received
F 5332 R2 COI.FLCOI.ndf tP��;`i_ ,,,y,F p tr',�+
Certificate of Indepentlence �- G t':i fu..a:����. .. G1•�
t
Referenced Standard and Year(of Standard) Standard .Y{gam{{,'7fa
AAMA/WDMA/CSA 101/I.S:2/A440 APR ^4u0SU 17
Equivalence of Product Standards
Certified By $:. LuteGL�Le'ily, FL
Sections from the Code
p/I affirm that there are no changes In the new Florida Building Code,which affect
my product(s)and my,product(s)are in compliance with the new Florida Building
Code.
Documentation from approved Evaluation or Validation Entity Yes No >N/A FILE
Copy
.http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3B... 7/24/2015
Florida Building Code Online Page 2 of 3
~ FL15332 R2 CDC FLi5332-COMP odf
Product Approval Method Method I Option D
Date Submitted 04/30/2015
Date Validated 04/30/2015
Date Pending FBC Approval
Date-Approved O5/06/201S
ISummary of Products
FL Model,.Number or Name Desert tion
15332.1 SERIES 420 ALUMINUM SGD SERIES.420 ALUMINUM SGD OXO 145-3/4"x80'NON-REINFORCED
Limits of use Installation Instructions
Approved for use in HVHZ:No FLi5332 R2 II 08-OOSOOC Odf
i j Approved far use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514
Impact Resistant;No Created by Independent Third Party:Yes
Design Pressure. Evaluation Reports
Other:,REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332,R2.AE 5108078 odf
RATINGS. Created by Independent Third Party:Yes
i 15332.2 ISERIES.42.0 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX;XO,XX 96'xW NON-REINFORCED I
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15332'R2 11 08-00498C7nrf 1
Approved for use outside HVHZ:Yes Verified By:Wis:Roberto Lomas 62514
Impact Resistant-No' Created by independent Third Party:Yes
'.Design Pressure:N/A Evaluation Reports
-. Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332'R2 AE 5108058 odf
RATINGS Created by Independent Third Party:Yes
15332.3 ISERIES 420.ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4'x%' I
Limits.Of Use Installation instructions
.Approved for use in HVHZ:No FLIS332 R2 11 08-02248A odf
Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 I
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 512968A.odf
RATINGS Created byindependent Third Party;Yes
15332.4 ISERIES'420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX,XO,XX 96"X96'
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLi5332 R2 It 08-02249A od( i
Approved for use outside HVHZ:Yes Verified By:WWRoberto'Lomas 62514
impact Resistant:No- Created by Independent Third Party.Yes
Design Pressure:N/A Evaluation Reports
Other.REFER TO-APPROVAL DOCUMENT FOR-DESIGN PRESSURE FL15332 R2 AE 512969A odf j
I RATINGS Created by Independent Third Party:Yes
15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"X96"
Limits of Use Insfatiatfon Instructions
Approved for use In HVHZ:No FL15332 R2 II 08-022504 odf
Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party:Yes
Design pressured N/A Evaluation Reports
Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R2 AE 517910A odf
RATINGS Created by Independent Third Party:Yes
15332.E ISERIES 420.REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX,XO,XX 96'x96'
Limits of Use Installation Instructions
Approved for use)n 14VHZ:No FL15332 R2 IT 08-00499Gnd( j
i Approved for use outside HVHZ:Yes Verified By.Luis Roberto Lomas 62514
Impact:Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R2 AE 5108068 ndf I j
RATINGS Created by Independent Third Party:Yes
15332.7 ISERIrS 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM-SGD OXO 146"X96'
Limits of Use Installation Instructions'
Approved for use In HVHZ:No FL15332 R2 iI 08-00501C odf j
Approved.for use outside HVHZ:Yes Verified By:LUIS Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLi5332. R2 AE 5108088 odf
RATINGS Created by Independent Third Party:Yes
15332.8 ISERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143-x8O'NON-REINFORCED
j Limits of Use Installation Instructions
Approved for use In HVHZ:No FLIS332 R7 II 08-00502C.pd
Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 6253A i
I Impact Resistant:No Created by Independent Third Party:Yes' f
Design Pressure:N/A Evaluation Reports
Other:REFER TO;APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 510809B.odf
RATINGS Created-by Independent Third Party:Yes
15332.9 SERIES 430/440 REINFORCED ALUMINUM SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"X96'
SGD
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS332 R2 ft OB-00503C.odf j
Approved for use outside HVHZ:Yes Verified By:Luis Roberto Loinas.62514
Impact Resistant:,No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports i
Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 510810E odf
RATWGS Created by Independent Third.Party:Yes
httr)://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572ovdWI-dku3B... 7/24/201.5
REVISIONS
REV OFS,.RIPTIO� DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.,
B REVISED PER NEW TESTING 10/29%13 R.L.
NOTES: C ADDED FLANGE AND FIN INSTALLATION .12/06/13 R.L.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING'AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
3. TX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1'X BUCK IS NOT USED
DISSIMILAR.MATERIALS MUST BE SEPARATED WITH APPROVED COATING'OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER'OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
E. UNITS MUST BE GLAZED PER ASTM E1300—.04 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED"AT EACH INSTALLATION ANCHOR'WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/1:6" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO= OVEPHANG LENGTH/OVERHANG HEIGHT
10. FOR.ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/B" MINIMUM EMBEDMENT INTO.SUBSTRATE. LOCATE
ANCHORS AS SHOWN 4N ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2 MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS..
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS.SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE.USED IN
SUBSTRATES WITH STRENGTHS LESS THAN.THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,,TYPE 1 (OR GREATER).
0. METAL STRUCTURE: STEEL 18GA, 33KSI CR ALUMINUM 15083—T5 1/B" THICK kimmUM
15. APPROVED CONFIGURATIONS: OX, XO, XX. XP, PX, XIP, PIX SIGNED: 12/06/2013
MI WINooWw.AND DOORS LLC `\\\J\s�j9-Lo
CARROLLTON, TX 75006 `v,•`�CENS ,cP
TABLE OF.CONTENTS SERIES 420 REINFORCED'SGD '
' _'k•�/.0,,612slo
SHEET 1,10. DESCRIPTIOIJ NOTES of tt,
i yr
1 NOTES cRAwN: cw�Ro. xev �i�'�F•'cCORti�Q.
2 — 3 ELEVATIONS GALE DATE 08,00499 C i� 11110�\
4 — 10 INSTALLATION DETAILS NTS 02/23/09 1 OF 10
a, Iy
1) J
REVISANS
REV DESCRPTION 04TE APPROVED
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEVI TESTING 10/29/13 R.L.
96" MAX FRAME WIDTH ADDED FLANGE AND FIN tNSTALLATICN 12/06/13 I R.L.
IFOR
HORS TO BE CHART#I CHART#3
LLY SPACED WITH 2-1132"SILL WITH 1-12•SILL
NCHORS PER LOCATIO14 WHERE WATER_INFILTRATION'RESISTANCE IS REQUIRED. WHEREWATERINFILTRATION RESISTANCE 19REQUIRED.
CHART ,y5 SEE NOTE 9 SHEET f SEENOTE.9 SHEET 1
o" MAX--1 NUMBER OF LOCATIONS 'Design pressure chart(psiI ... Dad9n pressure tal Fro PIRED --{ 6� MAX. :SinglePanel end Total Frerre YJtlN(in) Sogla Panel and Total FrOoe VNtllh(N)
Frama: 30.0 36.0 .42.0 46.0 Frame 30.0 94.0 42,0 48.0
I F"hl. He(ght
80.00. 72.00 84.00 96.00 80.00 12.00 8110. , 98.00
6" MAX (in) Pas Neg" Pos Neg Pas Nag, Pas Nag 00 Pos Neg Pos Neg Pas Meg Pos Nag
84.0 40.0 60.0 40.0 682 40.0 522 40.0 48.0 84.0 25.0 47,8 26,0 41.7 26A 37.2 25.0 34A
00.0 40.0 80.0. 40.0 54.8 40,0 48:1 40,0 45.0 88.0' 25,0 45.2 25,0 39.3 26.0 352 '25.0 322
82,0 .40.0 58,8 40.0 61A 40.0 48.4 40.0 42A 92.0' 25.0 42.2 25.0 37.2 25.0 332 25.0 30.3
96.0 �40.0 58.9 40.0 492 40.0' 43.9 4D.0 '40.0 06.0" 25.0 40,T. 25:0 :35.3 25.0 31.4 25.0 26.8
CHART A2 CHART#4
WITH 2;1132,SILL WITH 1-112•SILL
96„ WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
.MAX SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1
FRAME Design ressure.chart(Ps11" Design.pressurechart(psO
HEIGHT S a Panel and To el Frame Vltilh(N) Single Panel antl Total FreOe VVklth(In)
Frame J0.0. J6.0 42.0 dB.O kra J0.0 J6.0 42.0 48.0
Fleighf 60.00 72.00 8400 "96,00 60.00 72.00 8A00 96.00
(in) Pos Neg 'Pas Neg Pos Neg Pos Neg Pos Neg Pos Nag Pos Nag Pos Neg84,0 -60.0 60.0 582 58.2 522 522 48.0 43.0 7. 4. 37A 37.4 34.4 3.88.0` 80,0 80.0' 54.9 54.9 48.1 49.1 45.0 45.0 45.2 452 39.3 38.3 35.2 .3.2' 32.292.0 59.8 59.8 �51.0 51.0 46.4 46.4 42.4 42.4 42.9 42.9 372 372 33.2 332 30.3' 30.390.0 66.0 58:0 49.2 48.2 43.8 43.940.0 40.D" 40.7 40.7 35,3 35.3 31A 31.4 2B.6 28,8
6" MAX
CHARTRS,
Number 01 anchor locations roquHad
SERIES420REINFORCEDSGD Framm SmgW Panel and Total FrameV. (ln)
Height 30.0 72.0 -84.0 90.0
EXTERIORVI_EW 60.0 7R0 84.0 se.D
(in)' HdS Jamb N88 Jamb Hd5 Jamb Hd5 Jamb
DESIGN PRESSURE RATING' IMPACT RATING
84.0 4 8
t 92 .40.OPSF NONE .0 4 s s
:o 4 e s e e e e s
95.0 4 B fi 8 B 8 8 5
WITH 2.1132'SILL
SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS
DESIGN PRESSURE RATING IMPAcrRanNG MI WINDOWS AND DOORS LLG \\\���1R�ILI0 6/./
1001 W. CROSBY RD S• • y�i�
CARROLLTON, TX 75006 v,• \BENS•• rr��
+25.01-28.6PSF NONE ill• �0 61�
SERIES 420 REINFORCED SGD __ '� ;
WITH 1-12^SILL 96" 'x 96" .p '3 4�
SEE C14ARTS#3 AND#4 FOR OTHER UNITS RATINGS ELEVATION ��o AT OF tub
i0i1�•• P 'kr�
ORAwN: Days u0. aev ��iFS FCOR10`G\�0��
SCALE LATE OB OC 99 C ////S/0NA 11�;\\\\\
NTS' 02/23/09 2 OF 10
d� �
REV41ONS
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS. 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
96" MAX FRAME WIDTH C ADDED FLANGE AND FIN INSTALLATION 12/06/13 Rl.
ANCHORS TO BE
EQUALLY SPACED
(2) ANCHORS PER LOCATION
SEE CHART #6 CHART#6
6" MAX FOR NUMBER OF LOCATIONS REQUIRED Number oranchorlocattansrequired
—j b" MAX
I Fraym SM9Ie Nnel end Total thil Wdth(In),
6" MAX Fiagbt 90.0 36.0 42.0 48.0-
(ln) fiaD 78D 94.0 96.0,
/ / HAS Jamli HAS-1 Jamb I HAS I Jamb Hd5 Jamb
BID. 4' 8 5 6 .0 6 B1
7
8B4O ,0 B S. 6 0 6 8 D
/ 81,0 3 B B 8 8 B
BB,D 5. 6 5 8 6 B 8 6
96"
MAX
FRAME
HEIGHT
5 3/6"--.i
5 3/6"
6" MAX 2 1/32"
1 1/2
SERIES 420 REINFORCED SGD 21/32"SILL i 1/2"SILL
EXTERIOR VIEW ALUMINUM 6063•T5.055 THICK ALUMINUMS063-T5.055 THICK
DESIGN PRESSURE RATING IMPACT RATING
f40.OPSF NONE
wtrH2a132°sit L
SEE CHARTS#I AND#2 SHEET 2 FOR OTHER UNITS RATINGS
DESIGN PRESSURE RATING IMPACT RATING MI WINDOWS AND DOORS LLC `��\ok it/l///�
1001 W. CROSBY RD �\ \S.••• R/�i�
CARROLLTON, TX 75006 �v•'�CENS'.95,%
+25.01-28.6PSF NONE_ 'SERIES 420 REINFORCED SGD
96" x 96"
WITH 1•1/2'ffiILL FIN ELEVATION �—
��D.•
SEE CHARTS#3 AND#4 SHEET2 FOR OTHER UNITS RATINGS TAT OF
F P.• \
.O. 4u�
DRAwN: Dwo No. REV i �ORlO,;
O8 004
scAF NTS DATE 02/23/09 39 NA I
0E 10 C /'/ S�G��\`
•,
REVISIDNS
1/2" MIN. REN DESCRRPTION DATE APPROVED
EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
WOOD FRAMING i 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATION 12/08/13 R.L.
OR 2X BUCK 3M/B ENT
BY OTHERS
1/4"
MAX,
SHIM
#10 WODO SPACE 1 3/8" MIN. 1/4" MAX.
SCREW EMBEDMENT SHIM SPACE
-I U INTERIOR
1/2" MIN. s
EDGE DISTANCE
EXTERIOR INTERIOR ❑
SILL TO BE SET IN
A BED OF VULKEM 116
#10 WOOD CONSTRUCTION ADHESIVE
SCREW OR EQUAL
SEE SHEET 3 #10 WOOD
WOOD FRAMINGc--i I
FOR SILL OPTIONS SCREW EXTERIOR
OR 2X BUCK
BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL
1 BY OTHERS OR.2X BUCK 'WOOD FRAMING OR 2X BUCK INSTALLATION
:L
1 3/8" MIN.
EMBEDMENT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINooWw,cRoAND seY00�RS LLC J� RIItp /z
CARROLLTON, TX 75006 v.�,CEN,q, �dl�i�r
NOTES: SERIES 420 REINFORCED SGDJ10
_*% o 61�t
1.INTERIOR AND EXTERfDR FINISHES,BY OTHERS, 96" x 9 6" o✓!�sr ,l<,., �
NorBHOWNFORCLARiTY FRAME INSTALLATION DETAILS TAT OF
2.PERlMEFEA AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO.
DESIGNED IN ACCORDANCE WITHA$T M E2112 scAEE a1E 08s00E499S/ONA 1NTS 02 23/09 4 OF
Ar
REwsaNs
REV. DESCRIPTION DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
METAL 1/4" MAX. B REVISED PER'NEW TESTING 10/n/13, R.L.
STRUCTURE SHIM SPACE C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
BY OTHERS
1 1/4" MAX.
— SHIM SPACE
-" #1.0 SMS OR
SELF DRILLING -�--- .INTERIOR
SCREW
7/8- MIN.
'EDGE DISTANCE
EXTERIOR INTERIOR a
SILL TO BE SET IN ❑
A BED OF VULKEM -116 #10 SMS OR
CONSTRUCTION ADHESIVE SELF DRILLING
#10 SMS OR
OR EQUAL SCREWS
r{
SELF DRILLING !' METAL
SCREW SEE SHEET 3 STRUCTURE
METAL , I
FOR SILL OPTIONS BY OTHERS EXTERIOR
STRUCTURE
BY OTHERS JAMBINSTALLATIONDETAIL
METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
MI WIND��OWw AND cRosaY00ORS LLC Vt.Lp
CARROLLTON, TX 75006 �,J•�\C,ENS
NOTES. SERIES' 420 REINFORCED SGD *• 0 51 =
1.INTERIOR AND EXTERIOR FINISHES,'BYOTHERS, 96" x 96"
NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS
T , F
-2.PERIMETER AND JOINT SEALANT BY OTHERS TO SE �•• P• `
DESIGNED INACCORDANOEWITHASTME2112 DRAWN: Dwa No. 08-00499 RC /� ZUR10�G\��\
SCALE N.TS DATE 02/23/09 SHEET OF fo //7//,NALA0����
f/ a A •
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A ADDED CHARTS 03/OS/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
,< a. C ADDED FLANGE AND FM INSTALLATION 12/06/13 R.L.
a 1 1/4" MIN.
a° a EMBEDMENT 1 1/4" MIN.
CONCRETE/ A a. I EMBEDMENT
MASONRY 1/4" MAX.
BY OTHERS SHIM SPACE
OPTIONAL ' --{ 1/4" MAX.
1 X BUCK t 2 1/2" 9 I SHIM SPACE
TO BE INTERIORv
PROPERLY ; MIN. �
SECURED
EDGE e
SEE NOTE 3 DISTANCE
SHEET }
3/16" TAPCON
• a
F3
3/16" TAPCDN. >
CONCRETE/MASONRY v
BY OTHERS > T�7
EXTERIOR INTERIOR ❑
p+a
SILL TO BE SET IN
A HST OF ION AD SIV 0
16
CONSTRUCTION ADHESIVE v '
OR EQUAL EXTERIOR
3/16" TAPCON
SEE SHEET 3 JAMB INSTALLATION DETAIL
FOR SILL OPTIONS OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION
MASONRY/ II TO BE PROPERLY
CONCRETE SECURED
BY OTHERS SEE NOTE 3 SHEET 1
NOTES.,
1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,By OTHERS,
EMBEDMENT NOT'SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY TO BE
d° Q
'DESIGNED IN ACCORDANCE WITH ASTM E2112,
2 1/2"'MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION \�111I IrIII
CONCRET&MASONRY INS TALLATION MI WINDOWS
, ceosBYAND 00DS LLC RELp
DO
CARROLLTON. TX 75006 v,•v\G NSF•�J+
SERIES 420 REINFORCED SGD A
,.6R
96" z 96" ��(fTjFRAME INSTALLATION. DETAILS ATF ;',k
DRAWN: D_WC NO.. REY %O��siS`<411ORl9G\�N`�
F.A. 08-00499. C NA"E\\\\
SCALE NTS DATE 02/23/09 SREET6 .OF •10
1) �
i
1/2" MIN. _ REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
A ,ADDED CHARTS 03/05/12, R.L.
WOOD FRAMING 1 3/8" MIN'. 8 REVISED PER NEW TESTING 16/29/13 R.L.
OR 2X BUCK . EMBEDm
BY OTHERS C AODCO FLANGE AND FIN INSTALLATION 12/06/13 R.L
1/4" MAX.
SHIM, SPACE
1/4" MAX.
SHIM SPACE
#10 WOOD
SCREWS'
T- INTERIOR
1 3/8" MIN.
EDGE DISTANCE
EXTERIOR INTERIORFol
.`��^�` ;❑
'SILL TO BE SET IN
A BED OF VULKEM 116 ❑ ,
{/,10 WOOD
CONSTRUCTION ADHESIVE
OR EQUAL SCREWS
#10 WOOD
SCREW
SEE SHEET 3 EXTERIOR
I FOR SILL OPTIONS
WOOD FRAMING I
OR 2X BUCK
BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING WOOD PRAMINGOR2X BUCK INSTALLATTON
OR 2X BUCK
BY OTHERS
3/ ' MIN.
EMBED8MENT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2K BUCK INSTALLATION
MI WINDOWS AND DOORS LLC 0� R�Iltroii,,�
100.1 W. CROSBY RD �;••' 't19�i�
CARROLLTON, TX 75006 `�•�\c5NSF•,s
NOTES: SERIES 426 REINFORCED. SGD :*•j�'('�0 61 *s
1.INTERIOR AND EXTERIOR FIN
ISHES,BYOTHERS, FLANGE INST NST x 96°
ALLATION DETAILS � fAT OF t�
NOTSHOWN FOR CLARITY 00�•�p P
DESIGNED IN ACCORDANCE WIN STME2112STQBE FAN:. DwD No• 08-00499 "� F�,S'o0R10
SCALE DATE SHECT 727lrrljlll����\
NTS 02/23/09 7 OF 10
REV+SlONS
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS- 03/05/12 R.L.
1/4" MAX. B -REVISED PER NEW TESTING 10/29/13 R.L.
METAL SHIM SPACE C ADDED FLANGE AND FIN-INSTALLATION 12/06/13 R.L.
STRUCTURE �
BY OTHERS
1/4° MAX.,
SHIM SPACE
#10 SMS OR
SELF DRILLING T__
SCREW 7/6' MIN. INTERIOR
EDGE DISTANCE
EXTERIOR INTERIOR. no
SILL TO BE SET IN
i
ABED OF VULKEM 11610 SMS OR
CONSTRUCTION ADHESIVE SELF DRILLING
OR EQUAL SCREWS
#10OR METAL
SELFLF DRILLING
SCREW SEE SHEET 3 STRUCTURE
FOR SILL OPTIONS.
BY OTHERS EXTERIOR
METAL v
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC `����11R!IZI1Ui,�
0;
1001 W. CROSBY RD
CARROLLTON, TX 75006 v��GENSF••s
SERIES 420. REINFORCED SG0
NOTES,
1.INTERIORANDEXTSMORFINISHES,BYOTHERS. 96" x 96_ .p+y ij(>•S';� �^
FLANGE INSTALLATION DETAILS „-A- SSS3TAT OF �tU
NOT SHOWN FOR.CLARITY. r-OL •R P• �.
2,PERIMETER ANOJOIM',SEALANTBY OTHERS TOBE DRAWN: 0110 NO. REV �j��s•t0Rot
DESIGNEOINACCOROANCEWITHASTME2112 08-00499 C �/iis/ONA4E�����
F.A.
SCALE"NTS OATE 02/23/09 s"EETS OF 10 �/I/111111 0
U {.
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN.
�.EDGE DISTANCE A ADDED CHARTS D3/OS/12 R.L.
B REVISED PER,NE19 TESTING 10/29/13. R.L
C ADDED FLANGE.AND FIN INSTALLATION 12/05/13 R.L.
1 1/4" MIN,
° a EMBEDMENT 1 1/4" MIN.
CONCRETE/ ° ° < -1 EMBEDMENT
MASONRY 1/4" MAX.
BY OTHERS _F'SHIM SPACE
OPTIONAL v e 1/4" MAX.
1X BUCK c SHIM SPACE INTERIOR
TO BE 2 1/2"
PROPERLY q MIN.
SECURED lu EDGE °
SEE N07E 3 DISTANCE
SHEET 1
3/16" TAPCON
3/16" TAPCON o
CONCRETE/MASONRY a ' '
BY OTHERS
EXTERIOR INTERIOR
SILL TO BE SET IN <
A BED OF VULKEM 116 ' EXTERIOR
CONSTRUCTION ADHESIVE
3/16°' TAPCON OR EQUAL
SEE SHEET 3 JAMB INSTALLATION DETAIL
FOR SILL OPTIONS OPTIONAL IX BUCK CONCRET&MASONRYINSTALLATION
MASONRY/ TO BE PROPERLY
CONCRETE
BY OTHERS SECURED"
SEE NOTE 3 SHEET 1
° a' .. NOTES:
' 1 1/4" MIN. 1.'INTERIOR'AND EXTERIOR FINISHES,BY OTHERS,
EMBEDMENT NOT SHOWN FOR CLARITY_
e° a. 2.PERIMETER AND JOINT SEALANT BY.OTHERS TO BE
a DESIGNED W ACCORDANCE WITH_ASTM E2112
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC
CONCRETE/MASONRYINSTALLATION 1001 W. CROSBY RD
CARROLLTON. TX 75006 `v•�\GEN3F•90 l
SERIES 420 REINFORCED SGD =*• 0;6�61 k
9ST L 96° TTA(TkE OF ��
FLANGE INSTALLATION DETAILS
DRAWN: OWG NO. - REV ii�'�s�CORIOP G��\��
s F.A.
DATE oe soo�499 C �ii�sCONALI���\\\
NTS O2/23/09 9 OF 10
cI c
REVi570N5
REV DESCRIPTION DATE APPROVED
1/4" MAX
WOOD FRAMING —I I— A ADDED CHARIS o3/.5/11 R.L.
BY OTHERS II SHIM SPACE
B REVISED.PER NEW iESTtNG 10/29/13 R;L.
C ADDED FLANGE AND FIN WS7ALLA7IDN '12JOB/13 R.L.
INTERIOR ❑ % 1 5/8" MIN.
❑ EDGE DIST.
n III
1 1/4" TRIM '^ G 1 1/4' MIN.
MIN. EMBEDMENT
EMBEDMENT F-1 m_ INTERIOR
�— MASONRY/CONCRETE
BY OTHERS
j8 WOOD I 1X BUCK BY OTHERS,
BE
SCREW EXTERIOR, HOOK.STRIP —fir 1X BUCK TO CU
PROPERLY SECURED
7/16" M!N
EDGE_DISTANCE ❑ 3/16'
7APCON
JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK
WOOD FRAMING OR 2X BUCK INSTALLATION HOOKSTRIP INSTALLATION
MASONRY/CONCRETE
1 1/4- MIN. METAL STRUCTURE
#8 WOOD WOOD
EMBEDMENT BY OTHERS
SCREW FRAMING TRIM
BY OTHERS INTERIOR TRIM
1 3/8" MIN.
I1------------ _�SHIM SPACE EMBEDMENT INTERIOR
7J16" MIN
EDGE DISTANCE J HOOK STRIP HOOK STRIP
❑ 10 WOOD .,❑ S10 SELF DRILLING
SCREW SCREW
PANEL
EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK
INTERIOR
EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION
2X SUCKANOOD FRAMING METAL STRUCTURE
MI WINDOWS AND DOORS LLC ""`M11111/zii
VERTICAL CROSS SEC TION 1001 W.
Ns�9
S i5oo6 ��`��'�G� �;%.
WOOD FRAMING OR 2X SUCK INSTALLATION C v F�
FOR SILL INSTALLATION SEE SHEETS4-9. SERIES 420 REINFORCED SGD 61 '
NOTES.-
DETAILS
1:INTERIOR AND EXTERIOR FINISHE$,BYOTHERS, NAILFIN '& HOOK INSTALLATION DETAILS TAT OF fug
NOT SHOWN FOR CLARITY
DESIGNEDINACCOA,DANCEWPERIMETER AND JOINT ITHASTME211NT 13Y 2STO8E FAN; DING No, OB—,00499 RC /�O%�ji1'. -.,� aG\�`'�
SCALE NTS DATE 02/23/09 SHEET 10 OF 10 /1jlIINA,N�\\\
1'1 L
REV,SIONS
REV OESCRWTION DATE APPROVED
A ADDED CHARTS 03/06/12 R:L
B REVISED PER NEV!TESTING 10/15/13 R.L.
NOTES: C ADDED FLANGE". INSTALLATIONS 12/66/13 R.L.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING:TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS 70 STRUCTURE. FRAMING AND'MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD..
3. iX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE iX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH-APPROVED COATING OR MEMBRANE.
SELECTION:OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD,
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5,
6. UNITS MUST BE .GLAZED PER ASTM E130D-04 WIT'H SAFETY GLASS.
7. APPROVED iMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING-SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM, ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL.OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT.
10. FOR ANCHORING INTO WOOD FRAMNG OR 2X BUCK USE f 10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS'SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
i I. FOR ANCHORING' INTO. MASONRY/CONCRETE USE 3/16 TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1' 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE 1I10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL iBGA, 33KSI OR ALUMINUM 6063=T5 1/8" THICK MINIMUM
SIQNED:12/06/2om
MI WINDoWw.cRoseY00�RS LLC \\\\,\51IR L0��9''�
CARROLLTON, TX 75.006 `r••��GENSF•s
SERIES 430/440 XIX SGD *• D,6126 k�
TABLE OF CONTENTS „ — �
143 x 96':' REINFORCED z:
SHEET NO. DESCRIPTION NOTES �O�rr• 3SSSTAT OF
1 NOTES, DRAWN: o+D NO. REV
3 2 9 ELEVATION,
DETAILS 5 F.A.E NTS oA� 02/23%09 08 5005030F 9 C //��S��NA
REVISIONS
REV DESCRIFRON DATE APPROVED
143" MAX FRAME WIDTH A ADDED CHARTS 03/06/12 R.L.
6" MAX ANCHORS TO BE B REVISED PER NEVI TESTING 10/15/13 R.L.
EOUALLY•SPACED 6" MAX
O ANCHORS PER LOCATION
2 C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
SEE CHART #5 FOR
NUMBER OF LOCATIONS'
REQUIRED CHART#1 CHART#3
W1TH21432'SILL WITH 1 1/2'SILL
6" MAX WHERE WATER INFILTRATION RESISTANCE IS REQUIRED WHERE WATER INFILTRATION RESfSTANCE IS REOUIREO
SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1
Design pressere chart(PA Dedgn prossuro,ehut SO
Norm S4pIa Panel and Total Frome VYdth(In) Frame Single Panel and Total Frarne Wdth(in)
Wight 30.0 36,0 42.0 1 47.7 M, 30.0 38.0 1 42.0 47.7
(in) 90.00 108.00 126.00 143.00 b 90.00 108.00 120.00 143.00
Pos,I Nog' Pas •Nog Poe Nag I Pos Meg hI) Pos 1 No➢ Pas. No➢ I Pos I Nag Pos I Nag
84.0 40.0 1 80.0" 40.0 57.8 40.0 52.0 40,0 48.0 840 25.0 1 47.8 25.0 1 41:7 1 25.0 1 37.4 25,0 34.5
88.0 4D,D 60,0 40.0 '54.8 ,40.0 48.9 40.0 45.0 Ba.O 25.0 451 25.0 30.3 "25.0 35.2 25.0 32.4
92,0 40.0 59.8 40.0 51.7 40.0 48.1 '40.0 42.3. 87.0 25:0 q2.9 25,0 37.2 '25,0. 33.2 25.0 30.5
961' 80.0 40.0 St1.8;_ 40.0 49A 40.0 '43.7 1-40,0 1 40.0 90.0. 25.0 0.7 25.0 1 35.3-1 25.0 1 31.4
MAX
FRAME �( �/
HEIGHT '` I x CHART#2 CHART#4
-tom WITH21/32"SILL WITH 1 112'SILL
-> WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED
/ SEE NOTE 9 SHEET 1 SEE NOTE 9"SHEET I
DO S-aningle
P roasare chart(Ps�l Design pressure chart(ps1J
/ Rama - 6ingk Panel and Total Frarte VJdlh(In) Frame _ 5 gle-Panel and Total Rene Wdth(in)
/ "Height 30.0 36.0 42.0 47.7 )L^Igh1 30,0 XD 42.0 47.67
90.0
on) a lFgo 126.00 IJ2.00 90.00 10a.00 - Y20.00 143.00
L Pos Neg Pos Neg Pos Neg Pos Neg (N) pos Nog Pos Neg pos Neg I Pos I Neg
6" MAX a40 80.0 B0.0 57.9 57.9 52.0 52.0W5,O41.0 "0 47.a 47:B 41.7 41.7 37.4 37A 34.6 .34.5
BB.O 80,0 80,0 54.8 64.1 48.9 48.945.0 ea.D 45.2 '45Z 39,3 39.3 352 3632.4 32,q
SERIES 480/440 XIX SGD 92.0 58,8 68,6 51.7 51.7 48.1 q8,142.3 83.0 q2:9 42.8, 372 37.2 33.230.630.588 55.6 58.8 49.0 49.0 43.7 43740,0 86.0 40,7 40.7 35.3 35.3 31.4 31.4 28,8 2&8
EXTERIORMIEW
DESIGN PRESSURE RATING IMPACTRATWO DESIGN PRESSURE RATING IMPACTRATING CHART#5
Number of anchor locations required:
t40.OPSF NONE 61ngw Pant end Total Rarre Mth(in)
+25.0%28.8PSF NONE Frame
30.0 3910 42.D" 47.7
Z5 109.0 126.0 -143.0
WITH 2 1132"SILL WITH I1/2°SILL (in) HAS I Jamb I Has Jamb HAS .lamb Has.Jamb
SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS SEE CHARTS#3 AND#4 FOR OTHER UNITS RATINGS 34.0 s 6 7 6 a' a 0 8.
88.0 8 B 7 6 6 8 9 a.-
92.0. 8 8 7 8 a 8 0 6
MI WINDOWS AND DOORS LLC �t1ti110�,/
6 15/16" 1001 CROSBY RD `Qa\ R. L
CARROLLTON,T TX 75006_ v•��GEMSF.'9�
2 1/32" SERIES "430/440 XIX SGD ��t• a :61 *�
1 1/2" 143" x 96 REINFORCED ,* 4�,�r -
ELEVATIONS �`
��1, TAT OF
2 7/32 SILL DRAWN: DWG NO. REV %�ts
1 f/2"SILL OB-00563 C //, �A��\1\��\
ALUMINUM 6063-T5.056'THICK F.A.ALUMINUM6063.T5::055THICK ICAEE NTS DATE 02/23/D9 SHEL72 OF 9 "I/I111 L e: