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Product Approval
0 J USER: Public User
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FL # FL17499=RB
Application Type Revision -
Code Verslon 2020 .
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@mlWd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com a
Technical Representative
Address/Phone%Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method:
Certification Agency.
Validated By
Referenced Standard and Year (of.Standard)
Equivalence of Product Standards
certified By
Windows
Single Hung
Certification Mark or Listing
American.Architectural Manufacturers Association
Steven M. Urich, PE'
Validation Checklist Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Product Approval Method Method 1 Option A
Date Submitted 11/17/2020
Date Validated 11/17/2020
Date.Pending FBC Approval
year
201.6
2008
2011
0
Da�.fPproved
Suroducts
11/27/2020
FL # .
Model; Number or Name
Description a
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 RS C CAC APC (13278)_185 SH (1011231;pdf
Approved for use outside HVHZ: Yes FLi7499 R8 C CAC APC (13279) 185 SH (I017231,Rdf
Impact Resistant: Yes FL17499. R8 C CAC APC (13280) 185 SH (1017231,p�f.
.
Design Pressure: +55/-55 FL17499 RS C CAC: APC (13292) 185 SH'(101723).
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 RS II 08-0254581.pd�
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 5133218-3.o
Created by Inde en rd Party: Yes
17499.2. 185,5 52x72 Fin/Flange. Freme.IG%SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No:
FL17499 R8 C CAC APC (13269) 185 SH (1008231,Rd
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13270) 185 SH (100823).Od
Impact Resistant: No
FL17499 R8 C CAC'ARC (132711 185 SH (1 23),Pf -.
Design Pressure: +60/-60
FL17499 R8 C CAC APC (133611 185 SH ( 00823),ja
Other: R-PG60
Quality Assurance Contract, Expiration Date
10/08/2023'
Installation Instructions .
FL17499 R8 II 08-0254981.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third_ Party: Yes .
Evaluation Reports
FL17499 RS AE 513327E-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 R8 C CAC APC (13272- 185 SH (101723)•,Odf
Approved for use outside HVHZ: Yes
FL17499 R8 C CAC APC (13273) 185 SH (1017231.odf
Impact Resistant: No
FL17499 RS C CAC APC (13274) 165 SH (101723)
Design Pressure: +60/-60
FL17499 R8 C CAC APC (13363) 185 SH (1017231,,Wf
Other: R-PG60*
Quality Assurance Contract Expiration. Date
10/17/2023 .
Installation Instructions
FL17499 RS II 08-0255081.pddf
Verified By; Luis R Lomas PE-62514
Created by Independent Third party: Yes
Evaluation Reports
FL17499 R8 AE 513328E-S.pdf
Created by Independent.ThIM Party: Yes
17409.4
165 SH
36x7i Fin, Finless, Flange Frame IG Single Hung
Limits. or Use
-Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8. C CAC ' APC H0462.01-109-47-RO 185 SH
Approved for use outside HVHZ: Yes
f042=..PAf
Impact Resistant: No •
Quality Assurance Contract Expiration Date
DesigR Pressure: +60/-67
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 R8 II 08-03163 ;] po
Verified By: Luis R: Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8: AE 514082:pdf
Created by'Independent Third Party: Yes
17499.5
185 SH
36x72 Fin, Flange, and Finless Frame Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No.
FL17499 R8 C CAC APC( 7811)1583.02-106-11-RO 185
SH(0614231.odf
Approved for use outsidg HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70.
06/14/2023_
Other: R-PG60
InstallationInstructions
FL17499 R8 II 08-03383.12df
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
11L17499. 118 AE. 514377& f
Created by Independent Third Party: Yes
17499.E
185 SN
52x62 Fin; Flange, and Finless Frame, Insulated Glass
Limits of Use. o
Certification Agency Certificate a
Approved for use In HVHZ: No
FL17499 R8 C CAC APC(17812)1711.08-106-12-RO 165
SH(072723);pd
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Deslgn Pressure: +50/-63
07/27/2023.
Ot6er:'R-PG50
Installation Instructions
FL17499'R8 II 08-03379.odf.
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIZ499 R8 AE 514373.odf
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Laml Glass
Limits of. Use
Certification Agency Certificate
Approved for use.in HVHZ; No:
FL17499 R8 C CAC. APC(17813)1711:04-106-12-RO 105
Approved for use outside HVHZ: Yes
SH(072723).bdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
.Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 R8 II 08-03381.odf
Verified By:. Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499"R8 AE 514375.od
Created by Independent Third Party., Yes
17499.8
185. SH
36x72 Fin; Flange, Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use irr HVHZ: No
Approved for use outside HVHZ: Yes:
FL17499 R8 C CACAPC(17816)1711.07-106-12-R2.185
SH(061423),p�f
Impact Resistant: Yes
Design Pressure: +66/-70
"Level
Quality Assurance Contract Expiration Date.
06/14/2023
Other: R-PG60, Missile D, Wind Zone 3
Installation Instructions
FL17409 R8 II 08-03380.piif
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514374.odf
Created by Independent Third Party: Yes
17499.9
185 SH
52x72 Fin/Flange Frame tG/SG Impact Single Hung
Limits of Use
Approved for use In HVHZ: No
Approved for use outside. HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded In Pecora 896 sealant.
Certification Agency Certificate
FL17499 118 C CAC APC (13275) 185 SH (100823),pdf
FL17499 R8: C. CAC APC (13276) 185 SH (100823),pdf
FL17499' R8 -C CAC APC (13277) 185 SH (100823),pdf
FL R8 .0 CAC APC (13291) 185 SH (100823).odf
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R8 II 08-02544131.odf
Verified By: Luis R Lomas PE 62514.
Created by Independent Third Party: Yes
Evaluation. Reports
R8 AE 513320E-1.odf
_FL17499
Created by Independent Third Party! Yes
17409.10
165 SH
52x84 Fln/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use.outside HVHZ: Yes
Impact Resistant: No
Design Pressure, +60/-60•
Other: R PG60
FL17499 R8 C CAC APC (13263) 185 'SH f100923)spdf
FL17499 R8 C.CAC APC (13264) 18S'SH1100923).0
FL17499 R8 C CAC APC (13265) 185'SH f1009231,o
FL17499 R8 C CAC APC ( 31 362) 185 SH:(1009231,{>rd�
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 R8'II 08-02546BI.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE'513322B-2.udf
Created by Independent Third Party: Yes
1749.9.11 185 Triple SH 111x72 Fin Frame IG/SG Single.Hung 110x72 Flange Frame
IG/SG Single Hung.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC (3341)_ IS SH TPL (110423),pdf
Approved for use outside HVHZ: Yes
FL17499 R8 C CAC. APC ( 343)_185 SH.TPL f102123),pdf
Impact,Resistant: No
FL17499 R8 C CAC APC (13346)_ 185 SH TPL ( Ol 2023),pff
Design Pressure: +501-50
FL17499 R8 C CAC- APC (13348) 185 SH TPL ( Ol 2123),pdf
Other: R-PG50*
Quality Assurance Contract Expiration Date
10/20/2023
Installation instructions.
FL17499 R8 II 08-02548B1.odf
Verifled By: -Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports, .
FLi7499 R8 AE"5133248-6-Ddf
Created by Independent Third Party: Yes
17490.12
185 7Win SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/S(a Single Hung
Limits of -Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 118 C CAC APC (13340) 385 SH TWN ( Ol 2123j,p
Approved for use outside HVHZ: Yes
FL17499 RB C CAC APC (13342) 185 SH TWN-(110423),! df
Impact Resistant: No
-FL17499 R8 C CAC -APC (13347) 185 SH-TWN (02023),pf.
Design Pressure: +45/-45
FL17499 R8 C CAC APC (13349) 185 SH TWN. (102173)spf .
Other: R=PG45
Quality Assurance Contract Expiration Date '
10/20/2023
Installation Instructions.
'FL17499 Re 'II 08-02547B1.pd
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513323B-7.p
Created by Independent Third Party! Yes
.
Bacl: •Nett
Contact Us :; 2601
Blair Stone Road; Tallahassee FL 32399 Phone: 850-487-1824 -
The State of Florida Is an AA/EEO employer. Cogvrluht
20D7-2013 State of Florida.:: Privacy Statement :: Access1618tY Statement :: Refund statement
Under Florida law, email addresses are public records. I( You do not want your e-mail address released In response tD a.publlc-records request, do not send electronic .
mall to this entll . Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to 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 oindal communication wlth the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Deparbnentwlth an email address which can be made available to the pubic. To determine If you area licensee under Chapter 455, F.S., please_ dirk JIM.
Product Approval Accepts:
M ® P-1-A M
Credit Card
Safe
NOTES:
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: 1X BUCK OVER. MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE. SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE ORL OTHER STRUCTURAL SUBSTRATE MATERIAL.
5: WHERE WOOD BUCK THICKNESSAS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY,. CONCRETE -OR OTHER STRUCTURAL SUBSTRATE "WINDOW, UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S -PUBLISHED INSTALLATION INSTRUCTIONS.
6. 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.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR. FACE -SO THAT FULL. FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHORLOCATION 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,' APPUED 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 6063—T5,
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 #1 O' WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1.1/4" MINIMUM -EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
ReHsa+s
FIN oesaamnoN atE
A REVISED ANCHOR SPACING &'CHARTS 67/11/1
B REVISED GLASS 10/02/1
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2XI BUCK.USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO.
SUBSTRATE.. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR, ANCHORING THROUGH FRAME .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.
17.FOR ANCHORING THROUGH FRAME, 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.
18. ALL FASTENERS TO'BE CORROSION RESISTANT. . .
19. 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 2,000 PSI,
C. MASONRY: HOLLOW/FILLED 'BLOCK PER ASTM' C90 WITH Fm=2,000PSI MINIMUM:
D. METAL STRUCTURE: STEEL 18GA (.048"):FY=33KS1/FU-52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
MI WINDOWS AND DOORS, 'LLC
650 WEST MARKET -STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36 X 84 LMI
NOTES
SHEET NO. DESCRIPTION OW": owc NO.
1: NOTES. N:G. - 08-02545
2 —' 3 ELEVATIONS SCALE NTS 0A7E 12/09/2014 sl� 1 OF 11
4 — 10 INSTALLATION DETAILS L ROBERTO LOADS P.E.
_ 1432 WOODFORD RD LEWISVU!$ NC27023
11. COMPONENTS /3iE884609 A nAS@ftM8v@.cun
'"RMo
fi R.L,
7 R.L.
s
SIGNED. 6212712020
\\\\J\S R I LL
�,•��GENS�.'9s.%
TAT E OF ,;ry
LWs R. Lomas P.E.
FL No.;, 62514
36" MAX
FRAME WIDTH
16
2" MAX-- 1-- MAX
1—
16"
. MAX
O.C.
84"
MA%
FRAME
HEIGHT
4
185ALUMINUMSINGLE HUNG WINDOW
EMRIORNIEW
FLANGE& FINLESS •INSTALLATION
SEE CHART /I FOR SMALLER UNITS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
16"
2" MAX. MAX. 2" MAX
O.C.
2"� o
7-
16"
MAX O.. .
O.C.
3� I
84" /d
MAX
FRAME
HEIGHT
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE&RNLESS INSTALLATION
SEE CHART#f..FOR SMALLER UNITSREQU/REDANCHORS
DESIGNPRESSURERATING
IMPACTRAT/NG
t55.OFSF
LARGE
MISSILE IMPACT
MI5SILELEVEL D, WINDZUN53
REVISIONS
DESCRIPTION
REVISED ANCHOR SPACING &' CHART
REVISED GLASS
CHART #1 FLANGE & FINLESS INSTALLATION
r
DATE APPROWD
07/11/16 R.L.
10/02/17 R.L.
°
Number of anchor locations racial red
P-Frame
ight
n)
- Frame
Width in _
18.00
24.00
30.00
36.00
Head
Jamb
Head
Jamb
-Head
'Jamb
Head
Jamb
.00
2
39
3-
3
3
3
3
.00
..2
3
3
3.
3
3
-3
3.00
.'2
3
3
3
3
3
3
3
00
2
4
3
4
3
4
3
4
48.00,
2
4
3
4
3
4
3
4
54.00
•- 2
5
3
5
3
5
3
5
. 60 00
- 2
5
1 3-
5,
F 3
5.
3
5
66.00
2
5
3
6'
3
5
3'
6
7200
2
8
3
6
3
6
3
6_
78.00
.2
. 6
3
6
3
8
3
6
84.00
2
6
3
6
1 3
6
3
6
°
SIGNED: 02/27/2020
NOTES:
1.. MAXIMUM SASH SIZE: 34'1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O,: 33 1/8" X ,45"
HARDWARE SCHEDULE � � � '
[2) METAL SWEEP LOCK AT FROM EACH END INTERIOR MEETING RAIL
2 BLOCK AND TACKLE BALANCE AT JAMBS
W WINDOWS: -AND DOORS, 'LLC�ILIO
650 WEST- MARKET STREET
GRATZ. PA-,17030-0370
F
"'*• 0 6 *_
ff=
��D TATy OF �+
���A`�s F�OI(yDt- Q*��\\
1040NA
Luis R. Lomas P.E.
FL. NO.: 62514
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE AND FINLESS ELEVATIONS
MG,08
.ONC NO. -
REV
g
502�54s
sGiE DATE
NTS 12/09/2014 2 OF 11
L ROBERTOLOMASP.E
14M WOODFORD RD LEWISVILLE NG27022
4Sh6E6-06108 rIlwnas�6brnagw.00m
8
M
FR
HEI
36" MAX
FRAME WIDTH
10" .
2" MAX 2" MAX
.L
10" MAX
O
O.C.
i
AX
AME
GHT
4
.36"
MAX
_
FRAME WIDTH
10"
2" MAX
MAX
O.C.
2"
L
10` MAX.
D.C.
O
64"
MAX
/
FRAME
HEIGHT
iL
PrASK N4
REv OESCWPVQN DATE APPROVED
A 7REVISED ANCHOR SPACING B CHARTS 07/11/16 R.L.
2" MAX ' _ _ - 6 REVISED GLASS - ID/02/17 R.L.
CHART #2 FIN INSTALLATION
- Number otanchor locations required -
Frame
Helght
n
Frame Width n
18.00
H d 5
'Jamb
24.00
H d S
Jamb
30.00
H d S'
Jamb
36.00
H d S
Jamb
24.00 .
3
3
3
3
4
9
5
3
30.00
4
3-
4
4
4
5
4
30.00
'S
3
5
4
- 5
- 5
6
1200
5.35.4.5S5
48.006384658Ego
I
.6364656
OD-737-47'57
OD.838.48'58008384858
00
9
3
9
4
9
.5
9
00
3
9
3
9
4
9
a
185 ALUMINUM SINGLE HUNG WINDOW 185ALUMINUM SINGLE HUNG WINDOW:
EXTERIOR VIEW DESIGNER EXTERIOR VIEW °
RNIIVSTALLAT70N FININSTALLATION
SEE CHART d2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
MISSILE LEVEL D, WIND 2ONE3
DESlGNPRESSURERATWG
/MPACTRAI7NG
t55.OPSF
LARGE
MISSILE IMPACT .
SIGNED: 02l27/2020
MI : WINDOWS: AND DOORS, LLC ��ivlllll/n��!
650 WEST MARKET -STREET
GRATZ, PA-17030-0370 �\,J•'\G�NS':�s���.
NOTES: 4 N` y
1, MAXIMUM SASH SIZE: 34 1/2" X 36": SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0y'� 6 *=
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 A•, TATE OF ; t4C
DRAWN: DwD No.. REV %�'cE`S'c�OR10P d\����
N.G. 08=02545 B !ll7SjpNA;l��\\\\
'LE 11 ��
.. NTS DATE 12/09/2014 s"EIT 3 OF T 1
.
- HARDWARE SCHEDULE
(2) M ETAL SWEEP LOCK AT 8' FROM EACH END INTERIOR MEETINGRA0. - - LROBIFTOLotaASI?E Luis R. Lomas P.E.
� faza ' FL No.: 62514
4488.0WOODFORDROLtTxsWLLt;nrczmzl
2 BLOCK AND TACKLE BALANCE AT JAAABS � � 'a9l�68&0609 rfbmesC�itnrtrasPaam
l/2" MIN
-
REnaONS
EDGE DISTANCE
REv
DESCRIMN
DATE
MPRDYEO
WOOD FRAMING
-
'
A
REVISED ANCHOR SPACING &'CHARTS
07/11/18
R.L.
OR' 2X BUCK.
8
' REVISED GLASS
10/02/17
R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD .
1 4 MAX.
APPROVED
&SEALANT
S M SPACE
1 t/4" MIN.
1/4" MAX.
flo WOOD SCREW
EMBEDMENT
SHIM SPACE
1/2'
INTERIOR
INTERIOR. ..
MIN .
EDGE
DISTANCE
#10 WOOD
SCREW
EXTERIOR
WOOD FRAMING
OR 2X BUCK'
BY OTHERS
BACKER R00 EXTERIOR
&APPROVED
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