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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17499-115
Application Type Revision
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 r�
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
✓i 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
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/18/2019
Date Validated 03/18/2019
Date Pending FBC Approval
Date Approved 03/27/2019
Summary of Products
FL# Model,Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(13278) 185 SH 101723),pdf
Approved for use outside HVHZ:Yes FL17499 R5 C LAC-AE-C-(13279 101723),Rdf
Impact Resistant:Yes FL17499 R5 C CAC APC(13280) 185 SH (101723),pdf
Design Pressure: +55/-55 FL17499 R5 C CAC APC(13292)-185 SH (101723).p!Lf
Other: R-PG55*, Missile Level D,Wind Zone 3. Glass to be Quality Assurance Contract Expiration Date
bedded in Pecora 896 sealant. 10/17/2023
Installation Instructions
FL17499 R5 II 08-02545B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Parry:Yes
Evaluation Reports
FL17499 R5 AE 5133218-3.pdf
Created by Independent Third Party:Yes
17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 RS C CAC APC(13269)-!U SH (100823),pdf
Approved for use outside HVHZ:Yes FL17499 R5 C CAC APC(13270) 185 SH100823),pdf
Impact Resistant: No FL17499 R5 C CAC APC(13271) 185 SH 100823),pdf
Design Pressure: +60/-60 FL17499 R5 C CAC APC(13361)185 SH (100823),pdf
Other: R-PG60 Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R5 II 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513327B-4.pdf
Created by Independent Third Party:Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Na FL17499 RS C CAC APC(13272) 185 SH(101723),pdf
Approved for use outside HVHZ:Yes FL17499 R5 C CAC APC(13273) 185 SH (101723),pdf
Impact Resistant: No FL17499 R5 C CAC APC(13274) 185 SH 101723),pdf
Design Pressure: +60/-60 FL17499 R5 C CAC APC(13363) 185 SH LO1723),pdf
Other: R-PG60* Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R5 II 08-02550B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R5 AE 513328B-S.pdf
Created by Independent Third Party: Yes
17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC H0462.01-109-47-RO 185 SH
Approved for use outside HVHZ:Yes
(042522),pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60* Installation Instructions
FL17499 R5 II 08-03163.p!Lf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R5 AE 514082.pdf
Created by Independent Third Party:Yes
17499.5 185 SH 3602 Fin,Flange,and Finless Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(17811)1583.02-106-11-RO 185
Approved for use outside HVHZ:Yes SH(061423),pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-70 06/14/2023
Other: R-PG60 Installation Instructions
FL17499 R5 II 08-03383.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/1.7 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1. 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH
OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE 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 RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 12/14/2017
MI WINDOWSD DOORS, LLC F1
\JS .- 1p
ssoT MARKET STREET
GRATZ, PA 17030-0370 v•*\GENy
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0.6961 *=
52" X 72" NON—IMPACT
TABLE OF CONTENTS NOTES ��0• TAT OF tV
SHEET NO. DESCRIPTION �0�`�.
1 NOTES N G. owc No. 08-02549 RB
2 — 3 ELEVATIONS SCALE NTS DATE 12/29/14 SHEET 1 OF 11 ofI110
4 — 10 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
11 COMPONENTS 434-686-0609 r1lomas@irlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX 16" MAX O.C. � 2" MAX 2" MAX 16" MAX O.C. � 2" MAX B REVISED GLASS 10/02/17 R.L.
II 2"
TA11-
16" 16"
MAX O / MAX O /
O.C. / O.C. /
72" -� 72" CHART#1
MAX MAX
Number of anchor locations required
FRAME FRAME
HEIGHT /// HEIGHT Frame Frame Width(In)
O 4
Height 24.00 36.00 42.00 52.00
(in) HeaddJamb Head Jamb Headd Jamb Head Jamb Head Jamb HeaddJamb Head Jamb
24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
3.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
366.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
66.00 2 5 3 5 1 3 1 5 1 3 5 4 5 4 5 4 5
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 72-oo 2 s 3 s 3 s 3 s a s 4 6 4 6
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
±60.0PSF NONE
SIGNED: 12/14/2017
MIssoDOWS WEST Ma MARKET
DOORS, LLC \\\\ra R(leo
1.NOTMAXIMUM SASH SIZE: 51" X 36". GRATZ, PA 17030-0370 v•4�OEIV,9 9s��
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW *�• /�0,6125 *=
3. MAXIMUM FIXED D.L.O.: 49 3/B" X 32 1/2". = (mak�+t� —
52" X 72" NON—IMPACT E
FLANGE & FINLESS ELEVATIONS mgt• STAT OF
DRAWN: DWG NO. REV �s'cCORIOQ::G�Z'\��
SCALE DATE DBSHEET B *;/'6/ONA 11�?\\\�
HARDWARE SCHEDULE NTS 12/29/14 2 OF 11
2 METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L ROBERDLEWISTO ILLE, Luis R. Lomas P.E.
( ) 1432 WOODFORD RD LEWISVILLE,NC 27023
(2)BLOCK AND TACKLE BALANCE AT JAMBS 434-688-0609 r8omas@Irlomaspa mm FL No.: 62514
REVISIONS
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX 10" MAX O.C. —{ 2" MAX 2" MAX 10" MAX O.C. 2" MAX B REVISED GLASS 10/02/17 R.L.
10" 10"
MAX O.C. MAX O.C.
T O /� CHART#2
Number of anchor locations required
72„ / 72" Frame Frame Wldth(in)
MAX MAX Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00
FRAME FRAME (in) H&S Jamb H 8 S Jamb H&S Jamb HBS Jamb HBS Jamb H 8 S Jamb H&S Jamb
HEIGHT HEIGHT 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3
O 36.00 3 4 3 4 4 4 5 4 5 K16
4 6 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5
42.00 3 5 3 5 4 5 5 5 5 5 6 5
48.00 3 6 3 6 4 6 5 6 5 6 6 6
54.00 3 6 3 6 4 6 5 6 5 6 6 6
60.00 3 7 3 7 4 7 5 7 5 7 6 7
66.00 3 8 3 8 4 8 5 8 5 8 6 8
7200 383 8 4 8 5 8 5 8 6 8
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
±60.OPSF NONE
SIGNED: 12/14/2017
MI WINDOWS AND DOORS, LLC ���ulrillli/i
NOTES: 650 WEST MARKET STREET ���J\�?GE 0
�1,9/i�f
1. MAXIMUM SASH SIZE: 51" X 36". GRATZ, PA 17030-0370 `�,•4� AleF
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW =* o�. I/Y >
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". 52" X 72" NON-IMPACT ( 4.'
FIN ELEVATIONS4- 1-TATOF ,W`
DRAWN: DWG N0. REV %�'cFs,'�[OR10P.G�\�
SCA E DATE 08—02549 B //%S/0NA11����`�
NTS 12/29/14 3 OF 11
HARDWARE SCHEDULE
LLi
EEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L.ROBERD EOMVILLE,AS Luis R. Lomas P.E.
7432 WOODFORD RD LEWISVILLE,NC 27023D TACKLE BALANCE AT JAMBS 434-688-0609 Alomas@lrlamaspe.com FL NO.: 6251 4
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING
OR 2X BUCK B REVISED GLASS 10/02/17 R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT_T
BACKER ROD
& APPROVEDfSH'M
MAX.
SEALANTPACE
X10 WOOD SCREW 1 MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
INTERIOR MIN INTERIOR
4rm
EDGE
DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK BACKER ROD
EXTERIOR BY OTHERS & APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
WOOD FRAMING _T MI WINDOWS AND DOORS LLC ��11111I1IIi
0R 2X BUCK
BY OTHERS 650 WEST MARKET STREET �vJ�S`�ENs 9s%�
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 51 *=
VERTICAL CROSS SECTION 52" X 72" NON—IMPACT = o �`
FLANGE INSTALLATION DETAILS "yD, TAT OF
WOOD FRAMING OR 2X BUCK INSTALLATION 0�.
NOTES: DRAWN: DWC N0. REV '/ �* [ORlOP G--
1.INTERIOR AND NOT SHOWN FORE EXTERIOR FINISHES,BY OTHERS, SCALE DATE
08-02549 B �ii�/%NA_1������
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/29/14 4 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112
L ROBERTO LOMAS RE L015 R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 dlomas@Mamaspa.00m
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
METAL
STRUCTURE B REVISED GLASS 10/02/17 R.L.
BY OTHERS 1/4" MAX.
JLf SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
#10 SMS OR INTERIOR
INTERIOR SELF DRILLING
SCREWS
1�2
MIN.
EDGE
DISTANCE
EXTERIOR
METAL
EXTERIOR STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED v j /
SEALANT 1/4" MAX.
SHIM SPACE
METAL SIGNED: 12/14/2017
STRUCTURE
BY OTHERS MI 650 WEST MA WINDOWS D ET STREET LLC `\\\J\S IR I�.Lo
VERTICAL CROSS SECTION GRATZ, PA 17030-0370 `�••'�\GENS$, -
METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 41.,
Oy6i2652" X 72" NON—IMPACT ?.p ,FLANGE INSTALLATION DETAILS .A• ATES OF
NOTES: DRAWN: DWG NO. REV 're ;�C.0RI'D
NOT1. TS OWN FORERIOR AND CMLAERITOYRFINISHES,BYOTHERS, SCALE DATE 08-02549 B
EET
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12�29�14 5 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 LROBERTOLOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434£68-0609 rl/amas@lrlomaspe.wm
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
CONCRETE/MASONRY
BY OTHERS `6 4 a B REVISED GLASS 10/02/17 R.L.
a' ° °
OPTIONAL 1X BUCK ° a a' 1EMBE" MIN.ENT 1 1/4" MIN.
SEE NOTES 3 - 7 °
SHEET 1 _r EMBEDMENT
CONCRETE/MASONRY MAX.
BY OTHERS SHHIMIM SPACE
1/4" MAX.
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
3/16" TAPCON
a INTERIOR
INTERIOR
2 1/2" '
MIN.
EDGE v .a
DISTANCE
o EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
EXTERIOR SEE NOTES 3 - 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETEMIASONRY INSTALLATION
SILL TO BE SET NOTES:
SI L BED OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
BACKER ROD NOT SHOWN FOR CLARITY.
APPROVED
& APPROVED 2.PERIMETER AND JOINT SEALANT BY OTHERS T08E
SEALANT STRUCTURAL DESIGNED IN ACCORDANCE WITH ASTM E2112
SEALANT SIGNED: 12/14/2017
OPTIONAL 1X BUCK 1/4" MAX. MI WINDOWS AND DOORS, LLC
SEE NOTE 3 - 7 ` SHIM SPACE 650 WEST MARKET STREET `��J\S\CENS41,ysi�i
SHEEP 1
GRATZ, PA 17030-0370 � F
CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW *' 0 51 *_
BY OTHERS , : a ° '.a ° a 52" X 72" NON-IMPACT
FLANGE INSTALLATION DETAILS ��0• TZ101'
a° DRAWN: REV /�0��•FCORI�P
a a a N.G DATE 08 502E549 B
DWG N0.
SCA
a �11ss�pNA 11
NTS 12/29/14 6 OF 11
VERTICAL CROSS SECTION L ROBERTO LOMAS P.E.
CONCRETE/MASONRYINSTALLATION 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
434-688-0609 r11omasLM1dOmsspe.00m FL NO.: 62514
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING B REVISED GLASS 10/02/17 R.L.
OR 2X BUCK
BY OTHERS
BACKER ROD
:FSlHIM
AX.
& APPROVEDSEALANTACE
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
#10 WOOD SCREW
1/2
MIN INTERIOR
INTERIOR EDGE
DISTANCE
#10 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
& APPROVED
EXTERIOR SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
WOOD FRAMING MI WINDOWS AND DOORS, LLC ���11II!I��iii
OR 2X BUCK 650 WEST MARKET STREET `�� g R• Lp�//j//
BY OTHERS
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW ,*• 0 95X *_
VERTICAL CROSS SECTION 52" X 72" NON-IMPACT -,9 �
WOOD FRAMING OR 2X BUCK INSTALLATION FINLESS INSTALLATION DETAILS ��1• TAT OF ;tLzz
NOTES: DRAWN: DWG NO. REV1. �•
'P 'c[ORIOP•����
ice`s•.• .
NOT AND
EXTERIOR FINISHES,BY OTHERS, SCALE DATE 08 02549 B ///7S10NAL e?lp N
SHOW2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/29/14 7 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112
L ROBERTO LOMAS P.E. L1115 R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-666-0609 Alamos@Momaspawm
REVISIONS
1/2" MIN REV DESCRIPTIONDATE APPROVED
EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
METAL
STRUCTURE B REVISED GLASS 10/02/17 R.L.
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING #10 SMS OR INTERIOR
SCREW SELF DRILLING
INTERIOR SCREWS
T
EDGE
MIN.
EDGE
DISTANCE
1 EXTERIOR
METAL BACKER ROD
STRUCTURE & APPROVED
EXTERIOR BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
METAL MI WINDOWS AND DOORS, LLCrU
���11il�IIli
STRUCTURER.
650
MARKET ST \\J•C'�GENo
BY9
GRATZ, PA70 00370
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW FIN _*• 0 61 k
METAL STRUCTURE INSTALLATION 52 X 72 NON-IMPACT �
LESS INSTALLATION DETAILS ��D, STAT OF
NOTES: DRAWN:SCALE DWG ND. REV �'c••'�CORIOQ;•\Z'�
1.INTERIOR AND NOT SHOWN FOR TERRIOR FINISHES,BY OTHERS, 2549 B iss/�HA
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS DATE 08 s�12/29/14 8 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rIfamasCWHOmaspe.wm
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
CONCRETE/MASONRY < B REVISED GLASS 10/02/17 R.L.
BY OTHERSWOPTIONAL 1X BUCK 1 1/4" MIN. 1 1/4" MIN.
SEE NOTES 3 — 7EMBEDMENT EMBEDMENT
SHEET 1 CONCRETE/MASONRY
BY OTHERS OPTIONAL 1X BUCK
SEE NOTES 3 — 7
1/4" MAX. aSHEET 1
BACKER RODSHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
1/4" MAX.
3/16" TAPCON SHIM SPACE
INTERIOR ° INTERIOR
2 1/2"
MIN. a °
EDGE
DISTANCE °
I ° EXTERIOR
EXTERIOR J� • BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SILL TO BE SET
BACKER ROD IN A BED OF NOTES:
& APPROVED APPROVED 1.INTERIORAND EXTERIOR FINISHES,BY OTHERS,
SEALANT STRUCTURAL NOT SHOWN FOR CLARITY.
SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017
SEE NOTE 3 — 7 SHIM SPACE
SHEET 1 MI WINDOWS AND DOORS, LLC ��u111tIIri
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MRKET
CONCRETE/MASONRY 650 GRATZ,SPA 17030 S0370T ��vJ\C'�GENS'4V.9Si�i�
BY OTHERS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0;.651
FINLESS ip 52" XINSTALLATION DETAILS 5 72" NON—IMPACT STTAATTttE OF ;�_
n
4' °
DRN.AWN: DWG NO.. 08-02549 RB '�O��ss�ORID �`
VERTICAL CROSS SECTION SCALE DATE SHEET ////�ONA11E��X�
CONCRETEIMASONRY INSTALLATION
NTS 1229/14 9 OF 11
L.ROBERTO LOMAS P.E. LOIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-668-0609 t9dmasCmMomasp9.=m
1 1/4" MIN. REVISIONS
APPROVED EMBEDMENT REV DESCRIPTION DATE APPROVED
SEALANT WOOD
BEHIND FIN FRAMING A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BY OTHERS B REVISED GLASS 10/02/17 R.L.
1/4" MAX.
_F SHIM SPACE
7/16" MIN
EDGE DISTANCE
#8 WOOD SCREW
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR #8 WOOD SCREW
INTERIOR
fir( lJ� 1 1/4"
LI MIN.
EMBEDMENT
APPROVED
SEALANT
EXTERIOR BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#8 WOOD SCREW NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAX NOT SHOWN FOR CLARITY.
SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
�- SIGNED: 12/14/2017
7/16" MIN
EDGE DISTANCE MI
650 WEST
WINDOWS rAnA D MARKET EST LLC \\\`A\,�R I-L
APPROVED WOOD GRATZ, PA 17030-0370 ••\GENS+
SEALANT FRAMING F
BEHIND FIN 1 1/4" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*�•//�.�j0,.�OF
EMBEDMENT 52" X 72" NON—IMPACT �,�
VERTICAL CROSS SECTION FIN INSTALLATION DETAILS �D0 TA �\
WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: DWG NO. REV- �iPF• �0RIQP
SCALE DATE 08—02549 B �*;/'0/ONAII�a��\\
NTS 12/29/14 10 OF 11
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-666-0609 rll0maSCaW1f0maSpe.00M
REVISIONS
2 3/16" 1 7/8" 1 3/8'�-- REV DESCRIPTION DATE APPROVED
2 3/16" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
13/16" 2 3/16" 2 3/16'
1 5/16"
1 u 5/8„
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18501 CM-18503 CM-18553 CM-18513 1/8" ANN. 1/8" ANN.
ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK
1/8" ANN.
2 5/16" —I 2 5/16"—I 2 5/16" —I
I I .090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
2 3/16"
EXTER
IOR
ERIOR
3 3/8" 2 13/1 " 3 3/4" 1/2" SILICONE
LY=_� SEALANT
2 5/16"
SETTING BLOCK
FLANGE FRAME SILL FINLESS FRAME SILL JI GLAZING DETAIL
CM-18502 CM-18554LFIN FRAME HEAD
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.055"THICK FIN FRAME SIL
CM-18509 CM-16506
ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050"THICK
1 7/16" g"
1 5/8 � � 1 1/8 2 3/
2 5/16" 2 i3/16"
FF
L L
LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM-18555 CM-18504 CM .
050"THICK
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 60663-T53-T5.
SIGNEDt 12/14/2017
MI WINDOWS AND DOORS, LLC �����11�1�1�N�7i
L �{1 3/6 650 WEST MARKET STREET \\��JS\ R. 'LDS
GRATZ, PA 17030-0370 `v•��CENs '9s y
15/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW ;*• 0 5
L— 52" X 72" NON—IMPACT (yf�
TCOMPONENTS �0,
GLAZING BEAD SASH STILE DRAWN: DWG NO. REV /�••'��pR�OQ;•���
CM-18535 CM-18507 _ //�S•' G
254
RIGIDPVC.050"THICK ALUMINUM 6063-T5.050"THICK scALE NTS DATE 12/29/14 08 sOeEr 19 OF 11 B ,, NA`1�?\\`\
L.ROBERTO LOMAS P.E. LDIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-668-0609 rllomasC&lrlomaspe.com