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RECEIVED
Product Approval IPublic User J U N 0 7 2018
Product Approval Menu>Product or Application Search>Application List>Applicaltiun Detail COUI1t}/, Permitting
� FL# FL17499-R3
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
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
7, Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
® Validation Checklist-Hardcopy Received
L_r Referenced Standard and Year(of Standard) Standard Year
t
AAMA 506 2011
LL 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 01/15/2018
Date Validated 01/15/2018
Date Pending FBC Approval
Date Approved 01/21/2018
Summary of Products
F' # Mod umber or Nam Description
17499.1 85 SH 36x84 Fin/Flange Frame IG/SG I act Single Hung
Limits of Use Certification Agency Certificate
Approved for u in HVHZ:No A i d SH �)�mp�rt
Approved for se outside HVHZ:Yes (4)=Riff
Impact R ' nt:Yes FL R - 185 SH in 1LR=j5).
Design Pr ssure: +55/-55 Done.Rdf
Other:R G55*, Missile Level D,Wind Zone 3.Glass to be FL17499 R3 C C i in -1 H FlanQo) j Ric
bedded i Pecora 896 sealant. .(3)=RdfFL17499 R3 C A - 9��
Fl n I
Quality Assurance C tract Expiration Date
10/17/2018
Installation In uctions
F749 3 0 - 54 df
Verified . Luis R Lomas PE-62514
Cre by Independent Third Party:Yes
luation Reports
FL17499 R3 AE 5133218-3.12df
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 R3 C CAC APC(13361)F1726 OS-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG waiver)=A-f
Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH(Fin) 11)j&
Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows- 185 SH(Fjn)-(1Z Pdf
Other: R-PG60 FL17499 R3 C CAC MI Windows- 185 SH Flan e)
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 II 08-025498 pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R3 AE 5133278-4.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: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185
Approved for use outside HVHZ:Yes S,,J—i(FLG waiver)=Pdf
Impact Resistant: No FL17499 R3 C CAC MI Windows- 185 SH(Fin)X13 .odf
Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows- 185_SH (Fin)_(J4,,pdf
Other: R-PG60* FL17499 R3 C CAC MI Windows- 185 SH(Flanaq)-(W.p f
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-025505.gdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R3 AE 5133288-5.1?df
Created by Independent Third Party:Yes
17499.4 185 SH 36x71 Fn, Finless,Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462 01-109-47-RO 185 SH
Approved for use outside HVHZ:Yes (042522)=Rdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60* Installation Instructions
FL17499 R3 II 08-03163.pdf
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R3 AE 514082.12df
Created by Independent Third Party:Yes
17499.5 185 SH 52x72 Fn/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows- 185 SHlit_r Rim
Approved for use outside HVHZ:Yes (Z)=pdf
Impact Resistant:Yes FL17499 R3 C CAC MI Windows-185 SH ( 1n)_ir R=
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
10/02/17 R.L.
NOTES: OR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WObD
1. THE PROCUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREAI:NTS 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. FFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" A5 S 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.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
F
FA SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH FRAME TE
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
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF . WOOD: MINIMUM SPECIFIC GRAVITY OF G=
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 SUSTANING 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 NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 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 WINDOWS AND DOORS, LLC \ S II
\\ R. L01//
650MARKET STREET \\
GRATZ, PA 17030-0370 `v••��GENS�.s��
SERIES 185 ALUMINUM SINGLE HUNG WINDOW +*�•/�0ATO
6Z Y*=
TABLE OF CONTENTS NOTES "�• TOf rte
":=l
SHEET NO. DESCRIPTION ���`�.R P ��
DRAWN: DWG N0. REV /�iFS <OR��
1 NOTES NG. O8 02545 B
A //'/S/DNAI`�?���\
2 - 3 ELEVATIONS NTS �E 12/09/2014 1 OF 11
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 1 434-MB-0609 rftMa5@WbnWpeC0M
REVISIONS
36" MAX 36" MAX REV DESCRIPTION DATE APPROVED
FRAME WIDTH FRAME WIDTH
16" 16" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX I--MCC
AX -�I 2" MAX 2" MAX MAX -�I 2" MAX B REVISED CLASS 10/02/17 R.L.
T
16" 16" CHART#1 FLANGE&FINLESS INSTALLATION
MAX 0MAX
O.C. O.C. O Number of anchor locations required
y/
Frame Frame Width In
84" / / Height 18.00 24.00 30.00 38.00
MAX MAX (In) Head Jamb Head Jamb Head Jamb Heed Jamb
24.00 2 3 3 3 3 3 3 3
FRAME FRAME 30,00 2 3 3 3 3 3 3 3
HEIGHT HEIGHT 3800 2 3 3 3 3 3 3 3
4200 2 4 3 4 3 4 3 4
4 4 Stool 2 4 3 4 3 4 3 4
81.00 2 5 3 5 3 5 3 5
80.00 2 5 3 5 3 5 3 5
88.00 2 5 3 5 3 5 3 5
X 7200 2 6 3 6 3 _6 3 8
7&00 2 6 38 3 6 3 B
84.00 2 8 3 6 3 6 3 6
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE A FINLESS INSTALLATION FLANGE B FINLESS INSTALLATION
SEE CHART#1 FCR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED: 12/14/2017
MI WIN650DOWS AND WEST MARKEDOOR DOORS, LLC ``\\J\S IR II�O '///
GRATZ, PA 17030-0370 v,•��CENS�••d+��
NOTES: _
1. MAXIMUM SASH SIZE: 34 1/2" X 36". SERIES 185 ALUMINUM SINGLE HUNG WINDOW *4TATMOF
5 *=_
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84 LMI
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FLANGE AND FINLESS ELEVATIONS ;.
DRAWN: _N. GN0. OB-OZS4S RB � OR10
AL
HARDWARE SCHEDULE SCNTS DATE 12/09/2014 sHEer 2 OF 11 i/10N11110
. (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
2 BLOCK AND TACKLE BALANCE AT JAMBS 1432WOOD�80 r9offmOkknuape
VII FL No.: 62514
REVISIONS
36" MAX 36" MAX REV DESCRIPTION DATE APPROVED
FRAME WIDTH FRAME WIDTH
10" 10" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX MAX �{ 2" MAX 2" MAX MAX 2" MAX B REVISED GLASS 10/02/17 R.L.
O.C. I O.C.
10" MAX 10" MAX
CHART#2 FIN INSTALLATION
/ Number of anchor locations required
84" gq" T—
MAX / MAX Frame Frame Width In
FRAME FRAME Height 18.00 24.00 30.00 1 38.00
HEIGHT HEIGHT In H&S Jamb H&S Jamb H&S Jamb H&S Jamb
24.00 3 3 3 3 4 3 5 3
30.00 3 4 3 4 4 4 5 4
4 36.00 3 5 3 5 4 5 5 5
4 42.00 3 5 3 5 4 5 5 5
48.00 3 6 3 6 4 6 5 6
54.00 3 6 3 6 4 6 5 6
V 60.00 3 7 3 7 4 7 5 7
88.00 3 8 3 8 4 8 5 8
72.00 3 8 3 8 4 8 5 8
78.00 3 9 3 9 4 9 5 9
84.00 3 9 3 9 4 9 5 9
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
EE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSaW
G IMPACT RATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED: 12/14/2017
MI WIN650DWEST OWS AND MARKET
DOORS, LLC `\\�J\5 Vt..L/O
NOTES: GRATZ, PA 17030-0370 `�,••��GENS.;
1. MAXIMUM SASH SIZE: 34 1/2" X 36". SERIES 185 ALUMINUM SINGLE HUNG WINDOW *,• �1Oy695 *_
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"– LMI �_
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FIN ELEVATIONS ?J• $TAT OF �`
DRAWN: DWG NO. REV %O�• �� \
N.G. 08-02545 B / sS' Q;
HARDWARE SCHEDULE SCALE NTS DATE 12/09/2014 SNEE'3 OF 1 1 ��ii�jONAt1E\���
. (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
. (2)BLOCK AND TACKLE BALANCE AT JAMBS 143434-6M-0609 dbnutWidILL �9 FL No.: 62514
lly
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
WOOD FRAMING
EDGE DISTANCE
TA REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
OR 2X BUCK 0 REVISED GLASS 10/02/17 R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD
& APPROVEDTSIHIM
MAX.
SEALANTSPACE
1 1/4" MIN. 1/4" MAX.
#10 WOOD SCREW EMBEDMENT SHIM SPACE
1/2" INTERIOR
INTERIOR MIN
EDGE
DISTANCE
#10 WOOD
SCREW
EXTERIOR WOOD FRAMING
OR 2X BUCK BACKER ROD
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
OR 2X BUCK MI WINDOWS AND DOORS, LLC ��1+11111I1iii
BY OTHERS 650 WEST MARKET STREET
�J\r? R L�49/ice
GRATZ, PA 17030-0370 `v• \GENSF.J+
SERIES 185 ALUMINUM SINGLE HUNG WINDOW * (0 51 *
VERTICAL CROSS SECTION FLANGE 6NSTA84"— LMDETAILS A; STATE OF
WOOD FRAMING OR 2X BUCK INSTALLATION � {�
NOTES:
DRAWN:
owc No. 08-02545 RB Oj��S,S+��OR� �G����
NOT SHOWN FOP CLARITY 1.INTERIOR ANDEXTERIOR FINISHES,BY OTHERS, SCALE DATE SHEET
2.PERIMETER AMD JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 4 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOU4S P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514
434-688-0809 ilbmasppMlMneBpe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
EDGE DISTANCE
METAL B REVISED CUSS 10/02/17 R.L.
STRUCTURE
W OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
x/10 SMS OR (/10 SMS OR
SELF DRILLING SELF DRILLING INTERIOR
SCREW
SCREWS
INTERIOR
1�2'r
MIN.
EDGE
DISTANCE
T 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
SEALANT 1/4" MAX.
k
[ SHIM SPACE SIGNED: 12/14/2017
META
MI WIN650DOWS AND WESTMARKEDOOR E,T LLC R111o �///
GRATZ, PA 17030-0370 v,•��GEN'q•d+ '�
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• D 5 *=
METAL STRUCTURE INSTALLATION 36" X 84"- LMI -,a '
FLANGE INSTALLATION DETAILS ��D• TAT OF �L
NOTES:
1. NTERlOflANP EMERIORFINISHES,BYOTHERS,
DRAWN: DWG N0. REV
�i��'�S
NOT SHOWNF09CLARITY. ScN.G DATE 08-02545 B //iis/ONA�1E�����
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 5 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112
L ROBERTO LOANS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-600-0609 domeopMbmmpe.aom
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L.
BY OTHERS a . �
- ° • B REVISED CLASS 10/02/17 R.L.
' ° • 1 1/4" MIN.
OPTIONAL 1X BUCK " • ° °. EMBEDMENT
SEE NOTES 3 — 7 • 1 1/4" MIN. 1/4" MAX.
SHEET 1 —T EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
1/4" MAX. J BY OTHERS
BACKER ROD SHIM SPACE
& APPROVED
SEALANT °
3/16" TAPCON 3/16" TAPCON • .a
a INTERIOR
INTERIOR
2
MIN.
EXTERIOR EDGE a
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 - 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
BACKER ROD SILL TO BE SET
& APPROVED IN A BED OF
SEALANT APPROVED NOTES:
STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK SEALANT NOTSHOWNFORCLARITY.
SEE NOTE 3 — 7 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 1/4" MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017
SHIM SPACE
CONCRETE/MASONRY MI650DWESS AND MARKEDOORS,T LLC \\\\J\S R�IL0,V(/
BY OTHERS
° GRATZ, PA 17030-0370 `�••��GENy+�9�+��'
° SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0,.61261 *=
°° •• c FLANGE INSTALLATIONN
DETAILS ��O T((ATi OF
a
° DRAWN: D'WG NO. REV 'Io"F•'OCpR1OP•
VERTICAL CROSS SECTIONAL DATE 08-02545 a ��i�ss,0NA�1�aG`\\
CONCRETEIMASONRYINS TALLATION NTS 12/09/2014 6 OF 11
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
I34-686-0608 dbngSVdWnW@.Com
Allk
41
REVISIONS
1/2" MIN RE`/ 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 1/4" MAX.
& APPROVED SHIM SPACE 1 1/4" MIN. 1/4" MAX.
SEALANT EMBEDMENT SHIM SPACE
#10 WOOD SCREW J�
1/2"
MIN
EDGE INTERIOR
INTERIOR DISTANCE
#10 WOOD
u SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT MAX.
SHHIMIM SPACE SIGNED: 12/14/2017
WOOD FRAMING
OR BY OTHERS MI WIN650DOWS WEST MA D EDOORE T LLC` 5 R I IL p �
GRATZ, PA 17030-0370 `v,•��GENS�• d+%
><—
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• o b
VERTICAL CROSS SECTION 36" X 84"— LMI -y" `O7r_
WOOD FRAMING OR 2X BUCK INSTALLATION FINLESS INSTALLATION DETAILS ��0�, STAT OF ":
NOTES: DRAWN: Dwc NO. Rev OR`OP
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, N.G. 08-02545
NOT SHOWN FOR CLARITY. SCALE DATE SHEET
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 7 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
434-0M-0608 rllomssprlomaspe.c
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
METAL A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
STRUCTURE
BY OTHERS 1/4" MAX. B REVISED GLASS 10/02/17 R.L.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR #10 SMS OR
SELF DRILLING SELF DRILLING INTERIOR
SCREW
SCREWS
INTERIOR
l�-
1DGE
MIN.
EDGE
DISTANCE
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
STRUCTURE MI WINDOWS AND DOORS, LLC �1111111//i
BY OTHERS 650 WEST MARKET STREET `?R•L�tl///�
GRATZ, PA 17030-0370 `v,• \GENS�.9J+
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• Oy6�2b
METAL STRUCTURE INSTALLATION 36" X 84"— LMI — + k�(�(�
FINLESS INSTALLATION DETAILS ` STATE OF ;Iy`
NOTES: �� P
DRAWN. DWG N0. REV / COR1O�'\�\�
/��`.
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, / S G
NOT SHOWN FOR CLARITY. NAG DOTE OB 502545 8 // S��NAL1���\\\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 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
434-688-0609 rfAn s@6lomaspecom FL No.: 62514
2 1/2" MIN. REVISIONS
ISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BY OTHERSIPE
B REVISED GLASS 10/02/17 R.L.
14 ° c 1 1/4" MIN.
OPTIONAL 1X BUCK ° EMBEDMENTSEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 EMBEDMENT
CONCRETE/MASONRY1/4" MAX. BY OTHERS OPTIONAL 1X BUCK
BACKER ROSHIM SPACE SEE NOTES 3 — 7
& APPROVEa SHEET 1
SEALAN
3/16" TAPCON 3/16" TAPCON '°
1/4" MAX.
INTERIOR SHIM SPACE
° 1. 1 INTERIOR
\J
2 1/2" '
MIN. °
EDGE
EXTERIOR DISTANCE
' . BACKER RDD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETE/MASONRYINSTALLATION
IN A BED OF
BACKER ROD APPROVED
& APPROVED STRUCTURAL
SEALANT SEALANT NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK 1/4- MAX. NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017
CONCRETE/MASONRY MI WINDOWS AND DOORS, LLC ` \1111111/o/
BY OTHERS • ° e 650 WEST MARKET STREET \N\j R• L pM/ij��/
• GRATZ, PA 17030-0370 `�,•.��pEN0 .'p
°• •, c a •. SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p,�251 *'
36" X 84"- LMI + ( r
•° . FINLESS INSTALLATION DETAILS ; STATE OF ;�`
DRAWN: Owc NO, REV �'PF•;°CpR10?'•N ���
CONRCRE�EMASOAL ORSYINSTA�LAI�ON N.G. DATE 08-02545 B ��i�ss/pNAL1V"\\\\
NTS 12/09/2014 9 OF 11
L.ROBERTO LOMAS P.E. L1115 R. LOTOS P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 r1lomRs@Wmaspe.com
REVISIONS
APPROVED
1 1/4" MIN. REV DESCRIPTION DATE APPROVED
SEALANT EMBEDMENT A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L.
BEHIND FIN WOOD 8 REVISED GLASS 10/02/17 R.L.
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
#8 WOOD SCREW WOOD FRAMING 1/4" MAX
BY OTHERS I SHIM SPACE
#8 WOOD
SCREW
1 1/4- INTERIOR
MIN.
EMBEDMENT
EXTERIOR �—
INTERIOR APPROVED
SEALANT Da
BEHIND FIN
7/16" MIN EXTERIOR
E
DGET
JAT
WOODALLATION
i
i
NOTES:
1/4" MAX 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
r
SHIM SPACE NOT SHOWN FOR CLARITY
t 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 —r SIGNED: 12/14/2017
7/16" MIN
EDGE DISTANCE MI WINDOWS AND DOORS, LLC \��willf///
650 WEST MARKET STREET \�\\\5 R• L p�ij��
#8 WOOD WOOD GRATZ, PA 17030-0370 `�v•�\CENSE
SCREW FRAMING
1 1/4" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW =k• 0
APPROV EMBEDMENT 36" X 84"— LMI
BENIE FIN V ICAL CROSS SECTION FIN INSTALLATION DETAILSO�••SATE OF tv
DFRAMING OR2XBUCK INSTALLATION DRAWN: -G NO. OB-02545 RB '��siS/`0R`CN.
SCALE NTS DATE 12/09/2014 SHEET 10 OF 11 oNA`1��\\\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-668-0609 AlOmes9Irt=Rspe.c
REVISIONS
2 3/16" 1 7/6" 1 3/8L REV DESCRIPTION DATE APPROVED
2 3/16" A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
13/16" 2 3/16" 2 3/16"
1 5P:!�H
L7
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 5/8"
CM-18501 CM-18503 CM-18553 CM-18513
ALUMINUM 606J-TS.050'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-55.050"THICK 1/8" ANN.
2 5/16" --I 2 5/16" --1 2 5/16" —I 3/32 ANN.
I .090 PVB BY KURARAY
3/32" ANN.
i
2 3/16" *'j "" METAL REINFORCED
3 3/8" 2 13/1 3 3/4" BUTYL SPACER
ERIOR
2 5/16" 1/2SILICONE
SEALANT
FLANGE FRAME SILL FINLESS FRAME SILL
cM-18502 CM=1655a L FIN FRAME HEAD SETTING BLOC
ALUMINUMS063-T5.055"THICK ALUMINUM 6063-T5.055"THICK CM-18509 CM•1 E GLAZING DETAIL
ALUMINUM 6063-T5.055"THICK ALUMINUM 606,?-T5.050'THICK
1 7/16" 2 3/8°
15/g••
2 5/16" 2 3/16"
2"
L L J�
LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CN-18505CM-18510
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063050"THICK ALUMINUM 806 055'THICK ALUMINUM 6063.75.050"THICK
SIGNED: 12/14/2017
1 3/8
MI WINDOWS AND DOORS, LLC \����tttlllllii//
— —� 650 WEST MARKET STREET `\\\J\5 R LO'lfyii�
1" 15/16" GRATZ, PA 17030-0370 v••y�CENS�••cf+
�— SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• ?AgTI6"f SASH STILE 36" x 84 LMI � `
GLAZING BEAD CM-15507 COMPONENTSE OF
CM-18535 ALUMINUM6063-T5.050"THICK i0,p••,c
RIGIDPVC_050"THICK DRAWN: DWG N0. REV �4FS C0R1�P G\ �
SCALE DATE 08 502545 B ///7S/ONA 1`�NV\�\
NTS 12/09/2014 11 OF 11
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 270x1 s NO.: 62514
434.688-0609 r9om�lrbmmpe.o