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FL # FL17499-R2
CodeApplicationVersion
pe Revision COPYCode Version 2017 FILE
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(�.%�ZY`�c ( v
Product Manufacturer 111 MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
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
+°I Validation Checklist- Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
Product Approval Method Method 1 Option A.
Date Submitted 12/13/2017
Date Validated 12/29/2017
Date Pending FBC Approval
Date Approved 01/08/2018
floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHTJXJ5gKe1Edr2PIBGxepg%3d%3d
Year
2011
2008
1/3
Date Revised
Florida Buildi ig Code Online
01/15/2018
i FL Model, Number or Name
i 1749 9. 1 (185 SH
`L...__.........-.__...._........
....
..._....._........
_.._..........
.._.........._._._-_... _..__._._.........
Limits of Use
i Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
i Impact Resistant: Yes
? Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
! bedded in Pecora 896 sealant.
._._..---------- ---------- ---
17499.2 _...._. __.___._..... 1185 SH
Limits -of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
17499.3 } 185 SH
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.
17499.4 185 SH
..... ...... ..... __-.-..___—............
_.E_..._._..__._---_._._.__._.._.._._..._..
Limits of Use
Approved for use in HVHZ.- No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R PG60
Description
5202 Fin/Flange Frame IG/SG Impact Single Hung
_...----...`..._...___...__ ......... .........
Certa•Tication Agency Certificate
IZ lulf
9R2 C CAC MI Windows - 185 5-H (Fin) Impact
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
(Evaluation Reports
Created by Independent Third Party: Yes
_............. _....._..._..._............ ..I. ...... ..._..__ ____...._...,
52:c84 Fin/Flange Frame IG/SG Single Hung
Certification Agency Certificate
EL17199 R2 C CAC,,,_ MI Windows - 185 SH (Fin) (91.odf
FL17499 R2 C CAC MI Windows - 185 SH (Flanael (9).ndf
Quality Assurance Contract Expiration, Data
10/09/2018
Installation Instructions
FL17499 R2 II 08-025469-2.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R2 C CAC MI Windawq - 185 SH (Finl rmnact (Sl
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
�,L . RT II 08-0�54su,odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Certification Agency Certificate
FL17499 R2 C CAC MI Windows - 185-SH.fRanoe)„(101.odf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions '
FL17499 R2 II 08-02549B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 5133278-4.odf
Created by Independent Third Party: Yes t
floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHTJXJ5gKe1Edr2PIBGxepg%3d%3d 213
812018
Florida Building Code Online
....._....__.......-------- ..................... _..-.......,.
17499.5 .185 SH
Limilts of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ., Yes
Impact Resistant: No
Design Pressure: +60/-60
Other* R-PG60*
17499.6 1185Triple SH
Limits of Use
Approved for use in MVi-i3: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other. R--PGSO*
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass i
Certification Agency Certificate
FL17499 R2 C CAC AECM3631E1729.01-109-47-RO .185
2UFLG walver).odf
FL17499 R2 C C$C MI windavis - 185 Sji(FinL13109, i
FL17499 R2 C SH (Fla) 1141.odf
FL17499 R2 C CAC MI Mridows - 185 SH (Fianyal (11) bdf i
QuaOaty Assurance Contract (Expiration Date
10/17/2018
Installation Instructions
FL17499 R2 11 08-025508.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes i
Evaluation Reports {
FL17499 R2 AE 5133288-5,odf }
Created by Independent Third Party: Yes
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Certification Agency Certificate
aa��>`r�:r�•�•f:1�a�a:rlr, ;��e�}i-7;arer.�ra+ar�»tc��nl
L r ��. ■ i� �•rr
Quality Assurance Contract Expiration Date j
10/20/2018 {(
Instaliation Instructions
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Esvaouation Reports
FL17499 R2 AE 5133245-6.odf i
Created by Independent Third Party: Yes i
185 Twin SH t 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
I IG/SG Single Hung
Limits of Use
Approved for use in i1Vi•ia: No
Approved for use outside FIVl18: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other: R-PG45
Certification Agency Certificate
FL17499 R2 C CAC MI Windows - 185 SH TWI Finl (3).pdf
FLIM9 R2 C CAC 0.1 Windows - 185 SH TWIn (Finl (41.odf
F,L17499 82 C CAc,MjMnng2W3 - 1a5 SH Twin (Flannel
(3).odF
FL17499 R2 C CAC MI Windows - 185 SH TWin (Flanne)
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
enc� .Vert
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. t: 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
mail to this entity. Instead, contact the office by phone or by traditional mail. 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 official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
please click here.
Product Approval Accepts:
� � NO M Fa
CrEi:910,Pa-,.I
JXJ5gKelEdr2PIBGxepg%3d%3d 3/3
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. 1 X 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 OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 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 1X 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 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 9 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 #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.
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 1 R.L.
15.FOR ANCHORING THROUGH FRAME 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.
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.
1 B. 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=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=3OKSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.I DESCRIPTION
1 1 NOTES
2 — 3 ELEVATIONS
5 — 8 INSTALLATION DETAILS
9 COMPONENTS & GLA`
SIGNED: 1010212017
MI WINDO650 WEST MA D ET RLLC
STREET
Q*��i.
GRATZ, PA 17030-0370 yt4�� IVS.
9SiI
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
NOTES SF�1TB PiE` ��zs
N.G. 08-02544
'—E NTS DATE 12/09/14 1 S"-1 OF 9
L ROBERTO LOADS P.E. I FL NLuis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023 o.: 62514
434-688-0609 Dlomas@hlomaspa wm
7
N
FR
HE
52" MAX FRAME WIDTH
2" MAX 16" MAX O.C. --{ 2" MAX 2" MAX
16"
MAX 0
2" T—
AX
1ME
GHT
® /
/
/
/
II
//
/
1
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE 6 FINLESS INSTALLATION
SEE CHART 111 FOR SMALLER UNITS REQUIRED ANCHORS
52" MAX FRAME WIDTH
16" MAX O.C. --{ 2" MAX
2"
/
16"
MAX
/
O.C.
/
72" _ —
/
MAX
FRAME
HEIGHT
GII^II�
/
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE&FINLESS
INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
±55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 51 " X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1 /2".
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
HARDWARE SCHEDULE
SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL
AND TACKLE BALANCE AT JAMBS
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
8 REVISED GLAZING 09/29/17 1 R.L.
4APT NI
Number or anchor locations required
Frame
Frame Width pn)
Height
- 19.00
24.00
30.00
1 36.60
4200
48.00
52.00
(in)
Head
Jamb
Head I Jamb
Head
Jamb
Head
Jamb
Head Jamb
Head
I Jamb
Head
Jamb
24.00
2
3
3 3
3
3.
3
3
4 3
4
1 3
4
3
30.00
2
3
3 3
3
3
3
3
4 3
4
1 3
4
3
36.00
2
3
3 3
3
3
3
3
4 3
4
3
4
3
4200
2
4
3 4
3
4
3
4
4 4
4
4
4
4
42.00
2
4
3 4
3
4
3
4
4 4
4
4
4
4
50.00
2
5
3 5
3
5
3
5
4 5
- 4
5
4
5
50.00
2
5
3 5
3
5
3
5
4 5
4
5
4
5
00.00
2
5
3 5:
_ 3
5
3
5
4 5
4
5
4
5
7200
2
6
3 6
3
6
3
1 6
1 4 6
4
6
—41
6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52%72" IMPACT
FLANGE & FINLESS ELEVATIONS
N.G. 108-02544
SCALE NTS DATE 12/09/14 1 SHEET2 OF 9
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27022
434-668-0609 AlomasL7aldomespe.com
SIGNED: 1010212017
\\\\\\ 0\1IIiL/O //eel
i
�.�..��tjENS�Rs .i
'$FG ��5� '•tic=
TAr
Luis R. Lomas P.E.
FL No.: 62514
I
FF
HE
52" MAX FRAME WIDTH
2" MAX
�
�--_{-
MAX O.C.
10" MAX
®
O.C.
2"
IAX
AME
GHT
//
/
- 2" MA'.
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
I
FI
HE
52" MAX FRAME WIDTH
2" MAX
10"
MAX O.C.
2°�
10" MAX
O.C.
AX
IAX
AME
IGHT
/
/
REVISIONS
REV OESCRIPnON
A REVISED ANCHOR SPACING & CHARTS
2" MAX B REVISED GLAZING
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART N2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
t55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL
BLOCK AND TACKLE BALANCE AT JAMBS
CHARTY1`2
DATE APPROVED
07/11/16 R.L.
09/29/17 R.L.
Number of anchor locations required
Frame
Frame Width an)
Height
(in)
98.00
H 8 S Jamb
24.00
H& S Jamb
30.00
H S S
Jamb
36.
H 6 S
00
Jamb
4ZOO
H 8 S Jamb
49.00
Jamb
1 92.00
H o S Jamb
24.00
3 3
3 3
4
3
5
3
5 3
3
6 3
30.00 3 4
3 4
4
4
5
4
5 4
4
6 4
36.00 3 5
3 5
4
5
5
5
5 5
5
6 5
4200 3 5
3 5-
4
5
5
5
5 1 5
5
6 5
48.00 3 6
3 6
4
6
5
6
5 6
656
6
6 6
94.00 3 5
3 - 6
4
6
5
6
5 6
6
6 6
60.00 3 7
3 7
4
7
5
7
5 7
7
6 7
66.00' 3 8
3 8
4
0
5
8
5 8
6
8
6 8
7ZOO 3 8
3 8
4
8
5
0
5 8
6
0
6 8
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
FIN ELEVATIONS
DRAWN: DWG NO. REV
N.G. 08-02544 8
SCALE NTS DAB 12/09/14 1 S"EEI3 OF 9
L. ROBERTO LOMAS RE
1432 WOODFORD RD LEWISVILLE, NC27023
434-6S6-0609 d/amasCla Momaspe.ccm
SIGNED: 1010212017
�\\\l\\\\xjIi I I L 0 j� /i���
0,.oJ1k i.
B.t,FA7fi /i f:
"'l/1:1111�11"•
Luis R. Lomas P.E.
FL NO.: 62514
.
1 /2" MIN
EDGE DISTANCE
1 /2" MIN
METAL
I I EDGE DISTANCE
WOOD FRAMING
STRUCTURE
OR 2X BUCK
BY OTHERS
BY OTHERS
1 1/4" MIN.
�MENT
APPROVED
BACKER ROD
SEALANT
& APPROVED
1/4" MAX
SEALANT
SHIM SPACE
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD SCREW
REVISIONS
REV DESCRIPTION
A REVISED ANCHOR SPACING & CHARTS
1/4" MAX. B REVISED GLAZING
SHIM SPACE
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1
1/2"
MIN
EDGE
DISTANCE
II I�I #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL BACKER ROO —
SEALANT & APPROVED
SEALANT
1/4" MAX.
SHIM SPACE METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
JF SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
DATE APPROVED
07/11/16 R.L.
09/29/17 R.L.
INTERIOR
j/10 WOOD
SCREW
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
Ito sMs OR INTERIOR
SELF DRILLING
SCREWS
t/2"Mill
MIN.
EDGE
DISTANCE
T EXTERIOR
METAL BACKER ROD
STRUCTURE
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 1010212017
LLC
MI WINDOW650 MAD
WEST ET STREET
`L\`0�">'/'/
GRATZ, PA 17030-0370
sy,•��GENs a l
_1j�,•lD�=
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
FLANGE INSTALLATION DETAILS
•� �- •� -
ffi I-*az
`(+ �41
1'`rk
DRAWN:
DWC N0.
REV.'
N.G.
08-02544
B
-,- S' 4 o'7 �\
�E�IIQ 1111111\V\\
LUIS R. Lomas P.E.
SCALE NTS (DATE 12/09/14 s"EET4 OF 9
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
FL No.: 62514
434-68"609 rllomas@Llomaspa.Com
_ - - - - - -
2 1 /2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
CONCRETE/MASONRY
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
BY OTHERS
B REVISED GLAZING
09/29/17 R.L.
OPTIONAL 1X BUCK
.4. 1 1/4" MIN.
SEE NOTES 3 — 7EMBEDMENT
1 1/4" MIN. 1/4" MAX -
SHEET 1—�
EMBEDMENT SHIM SPACE
WSHIM
CONCRETE/MASONRY
1/4" MAX.
BY OTHERSBACKER
ROD
SPACE
& APPROVED
v
SEALANT
3/16" TAPCON
3/16" TAPCONo '
I
INTERIOR
a INTERIOR
v
owl"
2 1N. '
MIN.
I
EDGE 'v
DISTANCE °
EXTERIOR
• EXTERIOR
BACKER ROD
& APPROVED
OPTfO A 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
SILL TO BE SET
IN A BED OF
BACKER ROD
APPROVED
NOTES:
& APPROVED
STRUCTURAL
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
SEALANT
SEALANT
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK
1/4" MAX.
DESIGNEDIN ACCORDANCE WITHASTM E2112
SIGNED: 10102/2017
SEE NOTE 3 - 7
SHIM SPACE
SHEET 1
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Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
FL No.: 62514
434-69"609 Alamw@ldbm p9.wm
1/2" MIN
EDGE DISTANCE METAL
WOOD FRAMING STRUCTURE
OR 2X BUCK BY OTHERS
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
HIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
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APPROVED
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1/4" MAX.
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& APPROVE[
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METAL
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VERTICAL CROSS SECTION
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1/4" MAX.
SHIM SPACE
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
6 REVISED GLAZING 09/29/17 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
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1/2"
MIN
EDGE INTERIOR
DISTANCE
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SHIM SPACE
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INTERIOR
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1/2"
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EDGE
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METAL & APPROVED
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METAL STRUCTUREINSTALLATION
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2.PERIMETER AND JOINT SEALANTBY OTHERS TO BE
NTS 12/09/14 6 OF 9
DESIGNED IN ACCORDANCE WITFIASTME2112 I LROBERTOLOMASP.E Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE. NC27023 FL No.: 62514
434-688-0609 If bmSLMlAomasp8.wM
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REVISIONS
2 1/2" MIN.
REV DESCRIPTION
DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
CONCRETE/MASONRY
"
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8 REVISED GLAZING
09/29/17 R.L.
BY OTHERS
+
OPTIONAL 1X BUCK
1 1/4" MIN.
°' EMBEDMENT
1 1/4" MIN.
SEE NOTES 3 — 7
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SHEET 1
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OPTIONAL 1X BUCK
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SEE NOTES 3 — 7
SHEET 1
BACKER ROD
SHIM SPACE
& APPROVED
°
SEALANT
3/16" TAPCON
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3/16" TAPCON
SHIM SPACE
INTERIOR
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2 1 /2"
MIN. a
EDGE
DISTANCE
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EXTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRYINSTALLATION
SILL TO BE SET
IN A BED OF
BACKER ROD
& APPROVED
APPROVED
STRUCTURAL
NOTES:
1. INTERIOR AND EMERIORFINISHES, BYOTHERS,
SEALANT
SEALANT
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
1/4" MAX.
F SHIM SPACE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 10/02/2017
SHEET 1
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WINDOWS AND DOORS, LLC
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CONCRETFIMASONRYINSTALLATION
L. AOBERD EOMAS P.E.
3
1432 WOO-0609 S1om
Luis R. Lomas P.E.
FL No.: 62514
434-68fi-0fi09 Alomas@IAomasps.com
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