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Product Approval Menu>Product or Application Search>Application List>Application Detail
W` t FL NOV 261018
wee, FL22401 Pe
rmittin
u etas Application Type New St,6g9®epartment
Code Version 2017 pSlfit<y
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
- - Archived
Product Manufacturer MI Windows and Doors (\i\-1
Address/Phone/Email 650 West Market Street S ( 1 d
°11
q
Gratz,PA 17030
(717)365-3300 Ext 2560 /�
bsitlinger@miwd.com J
6 ( a
Authorized Signature Brent Sitlinger 0-24/C1�
bsitlinger@miwd.co r �.�
Technical Representative
Address/Phone/Email
Quality Assurance Representative
G.
0 Address/Phone/Email
0 Category Exterior Doors
LIU Subcategory Sliding Exterior Door Assemblies
NEE!
`E3 Compliance Method
F e P Certification Mark or Listing
c� Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
Equivalence of Product Standards ,
Certified By
'
Product Approval Method Method 1 Option A
Date Submitted 06/08/2017
1i
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
FL# Model,Number or Name Description
22401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Non
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22401 RO C CAC 16368.pdf
Approved for use outside HVHZ:Yes FL22401 RO C CAC 16371.pdf
• Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/02/2022
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO II 08-03087apdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513976.pdf
Created by Independent Third Party:Yes
22401.2 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22401 RO C CAC 16366.01
Approved for use outside HVHZ:Yes FL22401 RO C CAC 16372.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/08/2022
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO II 08-03089.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513978.pdf
' / r Created by Independent Third Party:Yes
22401.3 Serie 40 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Impact
� Ing Glass Door
its of U Certi' •tion Agency Certificate
Appro for use in HVHZ: No FL22411 RO C CAC 16369.pdf
Ap oved for use outside HVHZ:Yes FL22431 ROC CAC 16370.pdf
pact Resistant:Yes Qua Assurance Contract Expiration Date
Design Pressure:N/A. 29/2021
Other:Refer to Installation Drawing nstallation Instructions
FL22401_a0_II 08-03086,,p f
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513975.Ddf
Created by Independent Third Party:Yes
22401.4 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F122401 RO C CAC 16367.01.
Approved for use outside HVHZ:Yes FL22401.ROC CAC 16373.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 12/19/2021
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO II 08-03088.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513977.pdf
• Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant tui Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls provided may be used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
-_ __ _ _ __. _ REVISIONS
REV DESCRIPTION DATE - APPROVED- - --
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY IN •• DETAILS,
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING T '•■ • Y: MS OR SELF
RESPONSIBILITYVR MASONRY/CONCRETEOTHE ARCHITECT OR ENGINEERPTIONOF RECORD. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
3. 1X BUCK OVER IS OPTIONAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC.GRAVITY OF G=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
MAIIUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
• COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 19. APPROVED CONFIGURATIONS: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX,
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS XIO, PIIX, XIIP, XIIX, 011X, XIIO, PIIIX, XIIIP
PROVIDED. 20.DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER
8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE.
"` BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 4
SH M STACK TO BE 1/4".
9. SHMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6005-T5. '
12. UNITS MUST BE G . • . • "- — . .16. —SHEET-24-FOR_GLASS DETAILS.
. 13. APPRO4 '-ACT PROTECT I ._,_e c i • ai.,�RODUCT'IN'WIND
DEB CG1
•
„AV�•PrMQEH RING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE-7","`","..•
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
• ` SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:06/14/2017
MI
650WESTMARKET DOORS
STTREETLLC `\\,\S�1R UL0 /I,.,
GRATZ, PA 17030 v;••\QENS�.9iP'`
TABLE OF CONTENTS SERIES 120/130/140 ALUMINUM SLIDING ,iT• o,:Sr?6�1/�' � ^
GLASS DOOR - IMPACT =,� ,6c>noi�=.
SHEET NO. DESCRIPTION NOTES �40, TAT OF ki
1 NOTES DRAWN: DWG NO. REV �i�'c<IN.. R��P AS
2 - 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS R.S. 08-03086 - //s�ONA I,�a���`
4 PLAN VIEWS sum NTS IDATE 04/13/17 ISHEET 1 OF 24
5 - 23 INSTALLATION DETAILS L.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
24 GLAZING AND SILL RISER DETAILS ��434-bee 609 rlbmas@IAomD RD Epe.com23 FL No.: 62514
aspe.mm
lk
NIF
-- REVISIONS DAL
--- REV DESCRIPTION - - _ ---- E APPROVED -- - -
191" MAX FRAME WIDTH
6" AX 16" 6" MAX .4 -- --
MAX O.C.
, , , I I , , I , I ,
6" MAX J I
ANCHORS Chart#1:Unita with 2 panels
0 0 0 P ' LOCATION•
Number of anchor locations required(2 anchors per location)
SEE HARTS Frame Frame Width n
Height 48.00 60.00 72.00 84.00 98.00
#1, • : & #3 (in) H&S Jamb HSS Jamb H&S Jamb -H&S Jamb H&S Jamb
I FOR N BER 80.09 4 6 4 6 5 6 6 8 7 6
OF LOCATIONS 84.69 4 6 4 s 5 6 6 8 7 6
90.00 4 8 4 8 5 6 6 6 7 8
90.00 4 7 4 7 6 7 6 7 7 7
MAX MAX O .C,
FRAME I' 11111 `I
HEIGHT 0 X X Number of anchor locations required(2 anchors par location)
Frame Frame Width(in
0 0 0 Height 90.00 108.00126.00a 144.00
(1n) H Sn) 6 5 Jamb_ _HJamb JambJamb d S Jamb H d 5 H d S H 6 S Jamb
60.00 5 8 6 6 7 6 9 6 10 6
84.00 5 8 6 8 7 8 9 6 - 10 8
90.00 5 - 7 6 6 7 8 9 8 10 6
90.00 5 7 6 7 7 7 9 7 10 6
6" MAX _ _• _
•
- 1 ,- , ,
Chart 113:Unita with 4 panels
Numbor of anchor locations required(2 anchors par location)
SERI 20 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3,&4 TRACK(OXXX) Frame Frame Width(in)
EXTERIOR VIEW Height 90.00 120.00 144.00 188.00 192.00
FINLESS&FLANGE INSTALLATION (in) H&S Jamb H 6 S Jamb H&S Jamb H&S Jamb H&S Jamb
• 80.00 7 6 8 6 10 6 11 8 13 6
84.00 7 6 8 6 10 6 11 6 13 6
90.00 7 - 8 8 8 • 10 8 11 8 13 6
• WITH STANDARD SILL WIIH25432-& "SILL EXTENDERS 88.00 7 7 8 7 10 7 11 7 13 7
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
+15.0%55.OPSF f55.
LARGE AND SMALL OPSF LARGE AND SMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONE 3 SIGNED:06/14/2017
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED
WINDOWS AND
ORS
WITH STANDARD SILL,25/8"&312"SILL EXTENDERS MI 650 WEST I MARKET CSTPA TREET LLC \�N\,'"i••447/'DESIGN PRESSURE RATING IMPACT RATING • V N F ,rNOTES: LARGEANDSMALL SERIES 120/130/140 ALUMINUM SLIDING I.z.,.•.
:*4045304'
t55.0PSF GLASS DOOR - IMPACT
1. MAXIMUMPAVELSIZE:485/8"x9312° MISSILE IMPACT ELEVATIOND•• 7 �
2. MAXIMUM D.L0.:405/8•x8512'
. ORVO_Ii:Ar14'
WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED R.S.SCALE DwoMISSILE LEVEL D,WIND ZONE 3 No. 08-0 86 REV / SS�ONAI`E�....
NTS I 04/13/17 I 2 OF 24
j HARDWARE SCHEDULE L.ROBERTO LOMAS RE. LUIS R. Lomas P.E.
A TANDEM ROLLER ASSEMBLY,2 PER PANEL,8'FROM EACH END OF BOTTOM RAIL, • 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
B. LOCK HANDLE,1 PER OPERABLE PANEL AT LOCK STILE,39'FROM THE BOTTOM RAIL 434-688-0609 nomas@ldomaspe.cnm
-- - -----
-- - -----
- - ____ REVISIONS
REV DESCRIPTION - - DATE APPROVED _..._- -
191" MAX FRAME WIDTH
r 6"1 MAX— MAX O.C. 6 '..X---I w
! 6" MAX1
1
! Ir-z,/ -
# ,I (1) K STRIP
IIR i
- j - PER LOCATION I
.EE CHART I
_ S E�f22&FOR I
I 16" NU'BER OF
96 MAX O.C. LO TIONS
MAX
FRAME
} - . C ♦
I I X X IPI
I
�� - POCK: UNDER I
I T -
O BE R EW DOBY VAL y/
�� %/ TOP REVIEW DORY VAL
I
BUILDING FFICIAL - BU DING OFFICIAL
-
0 0 1 # ,________LI;
- . • .
L 6„ MAX I 1 - I
1 I I I -
S S 120 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3,&4 TRACK_!PI HEAD AND SILL (2) ANCHORS
EXTERIOR VIEW PER LOCATION, SEE CHART /{1, #2 & #3
FINLESS BFLANGE INSTALLATION WITHHOOK STRIP FOR NUMBER OF LOCATIONS
WITH STANDARD SILL WITH 25/8"&31/2"SILL EXTENDERS
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
+15.01-55.OPSF LARGE AND SMALL #55.OPSF LARGE AND SMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONE 3
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED SIGNED:06/14/2017
WITH STANDARDSILL,25,V&3I&'SILLEXTENDERS MI WINDOWS AND DOORS LLC \�\\9 ft• Lf0'1/
DESIGN PRESSURE RATING IMPACT RATING 650 GRATZ,MARKET `v\�\GENS�,9�-moi+
LARGE AND SMALL SERIES 120/130/140 ALUMINUM SLIDING *• . p 5 *'
t55.0PSF MISSILE IMPACT GLASS DOOR - IMPACT = ' c�syBr
NOTES: ELEVATION +1 TATE OF :14,--.7
4
1. MAXIMUM PANEL SIZE:485/8"x9312' MISSILE LEVEL D,WIND ZONE3 iCaZ•�A. P 11/
2. MAXIMUM D,LO.:40 5/8'x 8512" WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED DRAWN: DWG ND. REV i�,cc •L ORT O, •' �
R.S.
SCALE NTS II TE 04/13/17 O �51�T36 OF 24 �///, A11 �„
HARDWARE SCHEDULE l
I.ROBERTO LOMAS P.E
A TANDEM ROLLER ASSEMBLY 2 PER PANEL,B"FROM EACH END OF BOTTOM RARELUIS R. Lomas P.E.
B. LOCK HANDLE,1 PER OPERABLE PANEL AT LOCK STILE,39'FROM THE BOTTOM RAIL 1432 W-70-0609 RD LEWISVomesILLE,NC 27023 FL No.: 62514
430686-0609 r6omssplAomaspe.cam
Alr
•
REVI
-------- • --- - - 2 _
3/16" MIN 1 7/8" MIN."
SEPARATION EDGE DISTANCE 1 REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY " • '• • '." '
BY OTHERS \ 4 • _ :°.. '••. . :. 1 1/4" MIN. /4 — —
- •• :. • ' °
• ' •• d• • •`:d ., °:..' ' �' ' •` EMBEDMENT EMBEDMENT1 1/4" MAX.
OPTIONAL 1X BUCK�. • . , . • e • .. ., " . . •'°'4 • I SHIM SPACE
SEE NOTES 3 - 7
1 r
SHEET 1 @ow— 'i` —_1
' _ 7-1.::;.t.
* o
Fl II 7/8" ... (--BACKER ROD 1/4" MAX MAX. ] MIN. ,� INTERIOR
& APPROVED SHIM SPACE EDGE I
SEALANT ;1T DISTANCE III
r,t_____.11
1/4" TAPCON nuruum^uu•, Ili ;
.d `1
2 3/16" y r�
MIN • 1. I�` ` EXTERIOR
SEPARATION G,
I` . V ' a
n a •
°
4-Z-1. 4->Kt OPTIONAL 1X BUCK
SEE NOTE 3 - 7 . ••'• • id
SHEET 1 • .
O
EXTERIOR INTERIOR
"L.,,,,..
1/4" TAPCON •I,. •
a �• 4-
CONCRETE/MASONRY s •' "
BY OTHERS BACKER ROD
•'- & AP
SEALANT JAMB INSTALLATION DETAIL
k--- , CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
.•1„,,,1 I 1G SILL TO BE SET
• In ( IIII_ IN A BED OF NOTES:
■ APPROVED SEALANT i, INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
IP ^� NOT SHOWN FOR CLARITY.
I_13 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BACKER ROD 1/4" MAX DESIGNED IN ACCORDANCE WITH ASTME2112SIGNED:06/14/2017
& APPROVEDSHIM SPACE1111111//jSEALANT vIl .l. tb11 T IMI WINDOWS AND DOORS LLC �e5 R• t.o/i,;��
-- 650 WEST MARKET STREET `��J\ •.X1,9
[f 1�� GRATZ, PA 17030 `v,•,,\OENSF ,ST''�
•':; ' •. • ` ` ,•. •" • . " T a SERIES 120/130/140 ALUMINUM SLIDING :*• 0 51
,OPTIONAL 1X BUCK • ,a - • ''� •• •.. 1 1/4" MIN
SEE NOTE 3 - 7 •• �' - ' . EMBEDMENT GLASS DOOR - IMPACT =.oUM �_
SHEET 1 • `'•' .a e'O a 2 TRACK FINLESS INSTALLATION DETAILS 04�. TATE OF �`
CONCRETE/MASONRY • ^ •..• . •
> :�'. .. 3 ';- I DRAWN: DWG NO. REV �i.�S Sc<OR10P GN
BY OTHERS 2 3 16° MIN 1 7/8 " MIN SCALE ��R.S. 08-03086 /// ONA`lE O
— / ---INTS 04/13/17 7 OF 24
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTIONLROBERTOLOMASP.E. Luis R. Lomas P.E.
CONCRETE/MASONRY INSTALLATION 1434 88-0609D RD LEWIS LL NC27'023 FL No.: 62514
rilomasl
NI.
--- - ---- ------------ _ REVISIONS
5/8" MIN. --- - - --- REV DESCRIPTION DATE — APPROVED --- - -
WOOD FRAMING EDGE DISTANCE
CR 2X BUCK - l
BY OTHERS
Ss— 1 3/8" MIN.
EMBEDMENT
I 1 3/8" MIN. r 1/4" MAX.
} EMBEDMENT SHIM SPACE
BACKER ROD--'''... 1. T i,I II Jt 11 1/4" MAX. J
a APPROVED INTERIOR
SEALANT SHIM SPACE 5/8"
DE
' •
1 R L—I EDGE --'
f11fl
� DISTANCE lin
' '�I
#14 WOOD SCREW I '11 j .1 I L
Eu] ro:
#14 WOOD
11111 EXTERIOR
SCREW
WOOD FRAMING
INTERIOR OR 2X BUCK
BY OTHERS
NOTES:
EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, AI
4NOT SHOWN FOR CLARITY. '-
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD
Z_ZI DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED
SEALANT JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD SCREW
• IIVSI • ILII -ILL TO BE SET
A BED OF
APPROVED SEALANT
IV lilt
BACKER ROD iii `riki f
& APPROVED 1/4" MAX.
SEALANT 11011111
n iri SHIM SPACE SIGNED:06/14/2017
' MI WINDOWS AND DOORS LLC ,wil111IIII//.
$ 1 3/8" MIN 650 WEST MARKET STREET `�\5 R•.Lp�/
EMBEDMENT PA 17030 �`.• ••�•\C+E NtS qil1�''
GRATZ,
I SERIES 120/130/140 ALUMINUM SLIDING =*� 0,.6 61 •*=
WOOD FRAMING GLASS DOOR - IMPACT - (�f�i
DR 2X BUCK �• 4�
BY OTHERS _ 2 TRACK FINLESS INSTALLATION DETAILS �0 TATE OF ;t0`
EDGE DISTANCE •�(0R1pP.•c.. �
•
(...........,...............„
VERTICAL CROSS SECTION..
ECTION �� DWG NO.
08-03086
s6 REv '//iss��NAti1E� ��\
WOOD FRAMING OR 2X BUCK INSTALLATION NTS ' 04/13/17 ' S OF 24
LROBEATO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688.0609 ,Ilomas@IAomaspe.com
- - - - - -- ---
REVISIONS
1 3/8" MIN.
/
1 3/8' MIN. EMBEDMENT REV DESCRIPTION - ----- -DATE-----APPROVED - —----_
EMBEDMENT
NOTES: - ----- —
WOOD FRAMING WOOD FRAMING 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
#14 WOOD NOT SHOWN FOR CLARITY,
BY OTHERS BYY OTHERS
#14 WOOD OR 2X BUCK SCREW ORBUCK 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SCREW
DESIGNED IN ACCORDANCE WITH ASTM E2112
II,.
ilitill ,,,,
5/8" MIN.
5/8" MIN. ILl EDGE DISTANCE
HOOK STRIP [FA
EDGE DISTANCE HOOK STRIP
d.
INTERIOR Wit INTERIOR
.�_,,rte Mil
S PANEL INTERLOCK
7111111111
PANEL INTERLOCK
EXTERIOR EXTERIOR
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION
4 2XBUCK/WOOD FRAMING 2X BUCK/WOOD FRAMING
METAL STRUCTURE
METAL STRUCTURE BY OTHERS
BY OTHERS
#14 SELF DRILLJNG
#14 SELF DRILLING SCREW
I
SCREW �inummc.
II-nm,nu...
5/8" MIN.
5/8" MIN. EDGE DISTANCE
EDGE DISTANCE
HOOK SIRIP HOOK STRIP H
SIGNED:06/14/2017
INTERIORLH
11_11±-_----.' .�1--J INTERIOR F� . '� MI 650DW WS ANDE DOORSLLCLLC \\J\511R�I'LOP/
S PANEL INTERLOCK PANEL INTERLOCK WEST MARKET
PA 17030 ..;•,.....,�•�.�GENSt`•s:,F.-7:--
E
i:1 el
'- 111
' " ' SERIES 1 GI/ASS DOOR AL- IMPACT SLIDING ;*; 0,.',..� , HOOK INSTALLATION DETAILS
590 ST((�A(TrrE OF ;�
EXTERIOR EXTERIOR
DRAWN: DWG NO. REV '3 ss..ORIO G..
SCALE DATE 08-03086R.S. Eii�I��NAt+ti����
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION NTS 04/13/17 23 OF 24
METAL STRUCTURE METAL STRUCTURE L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434.688-0609 ,llomas(SUomasp8.com
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REVISIONS
REV -- __ - - DESCRIPTION - _ --DATE- =APPROVED
1 1/4" MIN.
1 1/4"-MIN. EMBEDMENT
EMBEDMENT 1X BUCK BY OTHERS,
1X BUCK BY DINERS, 1X BUCK TO BE ..4..4
1X BUCK 10 S, . • ° PROPERLY SECURED •a.
PROPERLY SECURED ; '.. MASONRY/CONCRETE
MASONRY/CONCRETE 1/4" TAPCON ;• BY OTHERS
1/4" TAFCON • BY OTHERS
.•• e. 1 3/4"
HOOK STRIP • HOOK STRIP a ° EDGE DISTANCEMIN.
•..1 : 44 1 3/4" MIN. '
a EDGE DISTANCE .
•
iii I. 3/4"
INTEROR INTERIORPSI_1.. iiiii i
C 3/4"
r�
S PANEL INTERLOCK S PANEL INTERLOCK —7
71 0
F � t,__- 3 1/2" 2 5/8„
EXTEROR EXTERIOR I
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION L__, 4-
MASONRY/CONCRETE MASONRY/CONCRETE
3 1/2"SILL EXTENDER 2 5/8"SILL EXTENDER
— — 1 1/16" ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.062'THICK
3/16" TEMP— --- --3/16" ANN
——.100" HP PVB BY EASTMAN
EXTERIOR
—3/16" ANN
STAINLESS STEEL INTERIOR SIGNED:06/14/2017
BOX SPACER
ALUOWS
GLAZINGMINUM BEAD MI 650DWEST MARKET DOORS
STTREETLLC ��J;S..' • -4/0/19 ��
r SILICONE SEALANT GRATZ, PA 17030 = •N.•N> SF.0
3/4" BITE+ �I1 SERIES 120/130/140 ALUMINUM SLIDING *• ,0,.61261 •?�
` GLASS DOOR – IMPACT (�((c
S.
I " GLAZING AND SILL RISER DETAILS �� . TATE OF ••,{{���
DRAWN: DWG NO. REV "i�0s..OM.*.0'''
GLAZING DETAIL oa—o3oas — iS/ONAL,3 ‘, SCALE �`�
NTS 04/13/17 I 24 OF 24
L.ROBERTO LOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORDRD LEWISVILLE,NC 27023 FL No.: 62514
434.6994609 ,Nomas@IAom25pe.com
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