HomeMy WebLinkAboutProduct Approval (2) 1�5
�""�'r"":� ... .�... .._.�.#� -'4. �Yy".zS�- � .r�� ..s-:•. f``�(/� 1p-(NOR
/�
�t
a.*0
BCLS Home 1'Log In j User Registration ; Hot Topics ; Submit Surcharge i Stats&Facts j Publications FBC Staff # BCIS Site Map t Links j Search j
d5,
a }{p _��
�' •USER:Public Up'Oval
DECEIVED
y Product Approval Menu>Product or Application Search>Application List>Applicatlon Detail
FEB 14 'Te 0 I
a FL# FL22401
Application Type New S1. �UOjOQUny, Permitting
.
Code Version 2017
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 ia'MI Windows and Doors 1
Address/Phone/Email 650 West Market Street
LBrent
17030
300 Ext 2560
iwd.com
Authorized Signature er
iwd.com-
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
' Subcategory Sliding Exterior Door Assemblies
3
Compliance Method Certification Mark or listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
LUValidation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
HAMA 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
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 66/29/2017
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 163-6-8-11iff
Approved for use outside HVHZ:Yes FL22401 ROC CAC 16371. df
Impact Resistant.No Quality Assurance Contract Expiration Date
Design Pressure-N/A 02/02/2022
Other.,Refer to Installation Drawing Installation Instructions
FL22401 RO H 08-03087.
Verified By:LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22_401 PO AE S13976. df
Created by Independent Third Party:Yes
22401.2 Series 1201130/1.40 Aluminum Series 1201130/140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ.No FL22401 R0_C CAC 16366.p-df
Approved for use outside HVHZ:Yes FL22401 RO C CAC Jk372_-_p_fff
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
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO 8E 513978,12d
Created by Independent Third Party:Yes
22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Impact
Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22401 ROC CAC 16369.Ddf
Approved for use outside HVHZ:Yes FL,22401 RO C CAC 16370.odf
Impact Resistant.,Yes quality Assurance Contract Expiration Date
Design Pressure-N/A 11/29/2021
Other.Refer to Installation Drawing Installation Instructions
FL22401 RO 11 08-03086.pd
Verified By:LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
EL22401 RO AE 513975.pdf
Created by Independent Third Party;Yes
22401.4 Series 120/130/140 Aluminum Series 120/1301140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL2240LJROC._CAC 16367.pd
Approved for use outside HVHZ:Yes FL22401 RD C CAC 16373,odf
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.pd
Verified By:LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 R0 AE513977.pd
Created by Independent Third Party:Yes
Contact Us::2601 Blair stone Road,Tallahassee FL 37399 Phone:850-487-1824
The State of Florida is an AAJEEO employer. ::Privacy Statement:-Accessibility Statement-:Refund States,ie
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
mail to this entity.Instead,contact the office by phone or by traditional mail.Ifyou have any questions,please contaCtSSGA87.1395.-Pursuant to Section
455.275(1),Sorlda Statutes,effective October 1,2012,licensees licensed under chapter4s5,F.S.must provide the Department with an email address if they have
one.The emails Provided may be used for official communication with the licensee.However ernall addresses ara'Public record.
It you do not wish to supply a personal
REVISIONS
Fmw F Omcmp7I0N
NOTES: '15,FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
I. 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 DESIGNEDANDANCHORED TO PROPERLY INSTALLATION DETAILS.
'TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE 16.FOR ANCHORING THROUGH,FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF
;RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS-AND INSTALLATION
' 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 PSL
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM PGO WITH Fm=2,000PSI MINIMUM.
6. Wilik 1X BUCK IS NOT USED*DISSIMILAR MATERIALS,MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL IBGA (.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, XO, XX, OXXO, PX, XP, PXXP. PIX, XIP, PIXXIPl XIX, OIX,
Z'BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT X10, PIIXI XIIP, XIIXI OIIX, X1101 Plux, XIIIp
PROVIDED, 20,DOOR ASSEMBLIES INSTALLED IN ARM WHERE OVERHANG,PATIO 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 1/11,61" OR GREATER OCCURS. MAXIMUM ALLOWABLE OVERHANG RATIO -OVERHANG LENGTH/DVERHANG HEIGHT,
-SHIM STACK TO BE 1/4'.
9. SHIMS 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 5005—T5,
1,2. UNITS MUST BE GLAZED PER ASTM E130D-04/09, SEE SHEET 24 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14, FOR ANCHORING THROUGH FRAME
RAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH To ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND. INSTALLATION DETAILS.
SIGNED:0611412017
MI WINDOWS AND DOORS LLC 11�� 1111
0
650 WEST MARKET STREET
GRATZ, PA 17030
TABLE OF CONTENTS SERIES 120/130/1140 ALUMINUM SLIDING 251
IMPACT
GLASS DOOR 1�;vv'AY
SHEET NO. DESCRIPTION NOTES _j WT' OF
0 w
I NOTES A, .
Dwo NO.
ORWN. 1!:,,0,--Z 0 00"-�:O,
— 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS R.S. 08-03086
2 �'7/)ZONAL
4 PLAN VIEWS Scalz NTS JDA'm 04/13/17 1 S"Eu I OF 24 /l/lItitit,
I5 — 23 INSTALLATION DETAILS L ROREMLOMASRE Luis R. Lomas P.E.
- -1432 WOODFORD RD LEMME,NO 27023 FL No.: 62514
1 24 - I GLAZING AND SILL RISER DETAILS 43446&060 f8=00dOMHAP&M
REVISIONS
REV MCRIPRON DATE APPRDYEO
191" MAX FRAME WIDTH
{. 15"
6' MAX I- t _^"1 MAX O.C. 6" M
6"TMA-X—
r (2) ANCHORS Chart tll:Units with 2panels
PER LOCATION Number of anchor locations required(2 anchore or location)
SEE CHARTS Frame Frame Width n
Height 4&00 60.01 7200 8000 06.00
#1- #2 & #3 In HAS Jamb HAS Jamb HAS Jamb HAS Jamb H&S Jemb
FOR NUMBER 80.01 4 6 4 6 5 6 6 8 7 6
OF LOCATIONS 84.11 4 6 4 6 5 6 6 6 7 6
00.00 4 B 4 6 6 8 8 8 7 8
16" 18.01 4 7 4 7 5 7 6 T T 7
MAX MAX D.C.
FRAME -f—— « to
HEIGHT d X X X
Chart 112:Units with 3 pan els
Number of anchor locations required(2 anchors par location
Frame Framo Width IN
/f 01 k00 10800 12600 744.00
j/ %/ /� �/ In HASSI Jamb H 6 SS JambN 8,5 Jamb N 6 5 Jamb H 8 S Jamb
80.00 5 8 6 6 7 6 9 6 10 6
84,00 6 6 6 6 7 8 0 6 10 6
80.00 5 8 6 7 8 0 8 70 8
8& 6 00 5 7 8 7 7 T 6 7 lu 7
0 0
6" MAX
Chart#3:Units with 4 panels
Number of anchor locations required 2 anchors par location
SERIES 120 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3L&4 TRACK(OXXX) Frame Frame Width In
EXTERIOR VIEW Holght06.00 120.00 144.00 168.00 11200
FINLESS A FLANGE INSTALLATIONon)
HAS&S tomb HAS Jamb HASJamb HAS Jamb H&S Jamb
80.00 7 8 8 6 t0 a 11 673 8
84.00 7 0 8 8 10 8 11 6+13 6
WITHSTANDARDSILL WITH lie EXTENDERS go,o1 T 6 8 6 t1 6 1t 8 13 6
_ 06.00 7 7 8 7 1 10 1 7 tt T t3 7
DESIGN PRESSURE RA71N0 IMPACT RA77NO DESIGN PRESSURE RAT/NG 11MPACT RATING
LARGE AND SMALLLARGEAND SMALL
+15.01-55.OPSF MISSILEIMPACT t55.OPSF MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONES SIGNED:06/14/2017
WHERE WATER PENETRATIONRESISTANCEISREQUIRED WHERE EATERPENETR477ONRESISTANCE ISREQUIRED
WITH STANDARD SILL 2W"&31/2'SILL EXTENDERS �� WINDOWSST ARKE ST DOORS
DESIGN PRESSURE RATING IMPACTRATING GRATZ, PA 17030 `�••4\r,I-
NOTES. LARGEANOSMALt SERIES 120/130/140 ALUMINUM SLIDING
1. MAXIMUM PANEL Sz :48&5-x931/2" t55.OPSP ARGEL NDSMT GLASS DOOR - IMPACT
2. MAXIMUMD.L_0:405/8"x85112' ELEVATION :qa TATE OF ^
MISSILE LEVEL D,WIND ZONE 3 on NO, fmv
��,�•• N • , `
WHERE WATER PENE773ATtONRESISTANCEISNOTREOUTAED
'CAM TS n" 04/13/17 08 508026 OF 24 ,''fsslQNA`i���~�\`
/fil
HARDWARE SCHEDULE LRODEATOLOAKSRE Luis R. Lomas P.E.
A TANDEM ROLLER ASSEMBLY 2 PER PANEL W FROM EACH END OF BOTTOM RAIL 1 1432 WOODFORD RD LEWIBVILLE,NC 27023 FL No.: 6-2-5-14-
IS.ILOCK HANDLE,I PEROPERA13tE PANEL AT LOCK STLf 3TFROMTHE BOTTOM RAL 434W-0609 r8amas@1db=9pa.cnm
REV75lONS
REV 0MCMON W. APPPM
1Q POCKET POCKET POCKET
XO (OX OPPOSITE) XX XIP (PIX OPPOSITE) PXXP
0.4 POCKET POCKET POCKET .�
XP (PX OPPOSITE) PIXXIP OXxO
. w
POCKET
-"c�l
xIx XIO (OIX OPPOSITE) PIIX (XIIP OPPOSITE)
LAYOUTS SHOWN AS REFERENCE ONL Y.
PANELS MAYBE MIXED& MATCHED AS
NECESSARY
XI10 (OII,X OPPOSITE) XIIX S/GNEO:06/142017
MI 650DOWS WEST MARKET STREETRS 4f_�J,'d it.�Loy//
GRATZ, PA 17030 v,•ti, giD��i
SERIES 120/130/140 ALUMINUM SLIDING *• 0 61
POCKE GLASSPDOOR -LAN VIEWS PACT 5:-; euC
owwwrx on No REV �i'S�►•:`<ORIO,a:•��'
R.S. OB-03086 — /7�7ONA 11 `�`ti
13 scr`trr NTS DA''E 04/13/17 �ET4 OF 24
E RDeERratouASRE. Luis R. Lomas P.E.
PIIIX (XIIIP OPPOSITE) 1432 WOODFORORDEEWISVILLE,NC27023 FL No.: 62514
4946850603 dlanesQlrtomespecom
2 3/16" MIN 1 78" MIN. REVISIONS
SEPARATION�EDGE� STANCE 1 REv DESCRI MON DATE APPROVED
CONCRETE/MASONRY ° n
BY OTHERS
d
° . a. •a'•• ••aa 1/4
MIN.
' EMBEDMENT 1/4" MAX.
OPTIONAL 1X BUCK ' a' °4 SHIM SPACE
SEE NOTES 3 - 7 —�
SHEET 1 J I IL 11 11lT.
v
1 7/8" INTERIOR
BACKER ROD 1/4" MAX. MIN, n, '.9'•`
& APPROVED SHIM SPACE EDGE °
SEALANT DISTANCE a
1/4" TAPCONcb
°
a °a
2 3/16" a
MIN EXTERIOR
SEPARATION o
OPTIONAL 1X BUCK o
SEE NOTE 3 - 7
SHEET 1 °
EXTERIOR INTERIOR
1/4" TAPCON .. ,
CONCRETE/MASONRY
BY OTHERS BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
SILL TO BE SET
IN A BED OF NOTES:
APPROVED SEALANT 1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BACKER RODDESIGNED IN ACCORDANCE WITHASTME2112
& APPROVED SHIM
MAX. SIGNED:06/Y4/20i7
SEALANT � SPACE
MI 650 WINDOWS
AND MARKET ORS STREET
LLC
WESTSTTREET
GRATZ, PA 17030 `v°•��GEAjq•�P��
OPTIONAL 1X BUCK a a `a r SERIES 120/130/140 ALUMINUM SLIDING 7IC,�•///�1Oy�b1
a v 1 1/4" MIN GLASS DOOR - IMPACT v�itt4
SEE NOTE 3 - 7 °• a' EMBEDMENT
SHEET 1 n'° a 2 TRACK FINLESS INSTALLATION DETAILS
'a�• a,e,•, c ° .ad'. ° DRAWN: - DWG N0. REV �iF0R10Q.
CONCRETE/MASONRY R.S. 08-03086
BY OTHERS 2 3/16" MIN 1 7/8 " MIN scALE DATE / / sNEET ii��10NAj1\����
SEPARATION EDGE DISTANCE NTS 04 13 17 7 OF 24
VERTICAL CROSS SECTION L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
CONCRETE/MASONRY INSTALLATION 434.888.0809 rllomas@Momaspe.com
4 7/16" MIN 1 7/8" MIN. REVISIONS
SEPARATION EDGE DISTANCE 1 REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY °' ° a
BY OTHERS ° °
°'a ° • ° 1 1/4" MIN. 1 1/4" MIN.
EMBEDMENT
° ° "a. •' °'
OPTIONAL IX BUCK • °'' •.' a'• EMBEDMENT 1/4" MAX.°a SHIM SPACE
SEE NOTES 3 - 7
SHEEP 1 n
1 7/8"
BACKER ROD 1/4" INTERIOR
MAX. MIN. o' ''° e
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE s• •v
• o
1/4" TAPCON
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, o.' '' ° EXTERIOR
NOT SHOWN FOR CLARITY. 4 7/16" u
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN b a
DESIGNED IN ACCORDANCE WITH ASTME2112 SEPARATION °
INTERIOR
EXTERIOR
j :1.. 11
1/4" TAPCON
po M,�, . :
i/4" TAPCON CONCRETE/MASONRY ° -
BY OTHERS BACKER ROD
& APPROVED
SILL TO BE SET OPTIONAL 1X BUCK SEALANT
IN A BED OF SEE NOTES 3-7 JAMB INSTALLATION DETAIL
APPROVED SEALANT SHEET 1
CONCRETE/MASONRY 1NSTALLATTON
BACKER RDD 1/4" MAX.
& APPROVED SIGNED:06/14/2017
SEALANT SHIM SPACE
MI WIN650DOWS WEST AND DOORSLLCLLC \\J`5 1R I ILrO ///
GRATZ, PA 17030 `ter,•\\C•fl N S�,qiP
OPTIONAL 1X BUCK ' a a �• . ° ° , 'a•' ° 1 1/4" MIN SERIES 120/130/140 ALUMINUM SLIDING _�I1• p,�6y�6I
SEE NOTE 3 - 7 a" ° •• .°'' EMBEDMENT GLASS DOOR - IMPACT
•
SHEET 1 ° `.. 4i ° v.'• °•'•' "•° ' ' ' 3 TRACK FINLESS INSTALLATION DETAILS `yam• �\
CONCRETE/MASONRY ° a• ° °° • °' ° DRAWN: DWG ND. REV
BY OTHERS 4 7/16" MIN ° 1 7/8" MIN sca'E 08 s03E086
SEPARATION EDGE DISTANCE NTS 04/13/17 10 OF 24
VERTICAL CROSS SECTION LROBERTOLOMASRE. Luis R. Lomas P.E.
CONCRETE/MASONRYINSTALLATION 1432WOODFORDRDLEWISVILLE,NC2NJ23 FL No.: 62514
434-668-0609 diomas@l4omaspe.com
ReASICNS <
2 3/16" MIN 1 7/8" MIN.
SEPARATION EDGE DISTANCE REV DESCRIPTION PATE APPROVED
711
• •.
CONCRETE/MASONRY " . ,a: :• a a;4a.•
BY OTHERS °� ` '• •' .• :o : 0 1 1/4" MIN.
1 1/4" MIN.
'• '8' EMBEDMENT i j4" MAX.
OPTIONAL 1X BUCK • • n' <' ° EMBEDMENT SHIM SPACE
SEE NOTES 3 7 o
SHEET t
1 7/8" <' INTERIOR
BACKER ROD 1/4" MAX. MIN, y •> ' b
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE v• •.
4
•9
• b
1/4" TAPCON
2 3/16" °• ` gd
MSN
SEPARATION < EXTERIOR
P ,
b
1/4" TAPCON
INTERIOR CONCRETE/MASONRY
BY OTHERS .:�.•,r•�.
EXTERIOR -
OPTIONAL 1X BUCK BACKER ROD
SEE NOTE 3 – 7 & APPROVED
SHEET 1 SEALANT
JAMS INSTALLATION DETAIL
CONCRETSMASONRY INSTALLATION
1/4" TAPCON
SILL TO BE SET NOTES:
IN A BED OF 1• INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
APPROVED SEALANT NOTSHOWNFOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO RE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BACKER ROD 1/4" MAX. SIGNED:06114!2017
& APPROVED SHIM SPACE
SEALANT MI WINDOWS AND DOORS LLC tu1111utt�
AN
650 WEST MARKET STREET N;:� c 0'lJ /��
GRATZ, PA 17030 `V•�\ SF•,c1'
OPTIONAL 1X BUCK
SEE NOTE 3 – 7 ,'. a` •a .a SERIES 120/130/140 ALUMINUM SLIDING _�`tk• 0„ 261 *=
SHEET 1 1 1/4" MIN GLASS DOOR – IMPACT �s � (rfir ��
a' EMBEDMENT TAT OF
• 4"•' 44 ; 2 TRACK FLANGE INSTALLATION DETAILS ,�. w�
e. • .• ;• • '� v. .'d° e DRAWN: DWC ND. REV ��'rfi5%*. . *
tvo':GA'
CONCRETE/MASONRY
" •a R.S.' 08-03086 – S�Qj�A 11��
2 3/16" MIN 1 7/8" MIN SCALE NTS — 04/13/17 SHEET 16 OF 24
SEPARATION EDGE DISTANCE _
LROBERD LCMAS VILLE, LUIS R. Lomas P.E.
VERTICAL CROSS SECTION
>432 WOODFORD RD NO 27023 FL No.: 62514
CONCRETEAMASONRY INSTALLATION 434.688-0609 rll0n3S@ld0na5pe.wm