HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW SINGLE HUNG'h'M fC s "�
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Product AOproyal Menu > Product or AgpUcatlon Search > ARplication List > Application Detall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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
FL17499-R3
Revision
2017
Approved
x I4f IY,r�ixC It -+
j',paPk,HoyF,+'�n „_•r�a13P'rt" naP�'tijitjs(aira` car�acf*ndP�
GHO Homes Corp
2680 Conifer Drive
MeadOWOOd lot 50
permit # IS02-0549 y
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows.
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
�!I Validation Checklist - Hardcopy Received
Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
r•
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method 1 Option i
01/15/2018.
01/15/2018
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%;
4/24/20181 . .
Florida Building Code Online
Date Approved 01/21/2018
Summary of Products
FL # Model, Number or Name Description
185 SH
Urnits 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.
36x84 Fln/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C CAC MI Windows - 185 SH lM)_IMp=
(MA&
FL17499 R3 C CAC MI Windows - 185 SH /np) Im ap�� 5 j
t)one.R.df
FL17499 R3 C CAC MI Windows - 185 SH (Flange)_IMR=
0)J&
FL17499 R3 C CAC MI Windows - 185 SH EIange)_jMg=
fA)A f
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-02545B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513321E-3.odf
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)E1726.01-109-47-RO 185
WELG waiver),
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
FL17499 R3 C CAC MI Wlndow - 185 SH (ir )_(11)Adf
FL17499 R3 C CAC MI Windows - 185 SH (Fin)_(1Z)',Rdf
FL17499 R3 C GAG MI Windows - 185 SH ( angg)-(1Q)1Rdf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 II 08-02549B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513327E-4.pd
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
ML(FLG waiver),W
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH (Fin) ( 3).pd
Design Pressure: +60/-60
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).gd
Other: R-PG60*
FL17499 R3 C CAC MI Windows - 185 SH (egg)_(jj),Wff
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II OS-025508.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 5133288-Sildf
Created by Independent Third Party: Yes
17499.4 1 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-67
Other: R-PG60*
17499.5 1185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
36x71 Fin, Finless, Flange Frame IG Single Hung
Certification Agency Certificate
/FM�L3�'7�C4�'9�'9.wR��3`` C CAC APC H0462.01-109-47-RO 185 SH
�.Y3haCf6)'P9f
Quality Assurance Contract Expiration Date
04/25/2022
Installation Instructions
FL17499 R3 II 08-03163.E
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 514082.E
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C GAG MI Windows - 185 SH (En) Impact
�a)�Rdf
https:lAvww.floddabuilding.org/prlpi app dtl.aspx?param--wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHJ4yNCXvbND%2bogfcVXszYw%3d%3d
4/24/20181
Florida Building Code Online
Impact Resistant: Yes
FL17499 R3 C CAC MI Windows - 185 SH (&p)_jmpA=
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
FL17499 R3 C CAC MI Windows - 185 SH (Flapgp.),jmp=
bedded In Pecora 896 sealant.
FLI7499 R3 C CAC MI Windows - 185 SH (}egg) Imp
5).RdL
Quality Assurance Contract Expiration Date
10/10/2018 `
Installation Instructions
FL17499 R3 II 08-02544B-i.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513320E-I.pdf
Created by Independent Third Party: Yes
17499.6
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185
5h(FLG waiver)5-BIG i-SA 52 1-BX84 R60(100918=
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH (M) (j,Q),W
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (s),Rd
Design Pressure: +60/-60
Other: R-PG60
EL17499 R3 C CAC MI Windows - 195 SH (Flangg)_(2),pdf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499
R3 II 08-02546B-2.r�df
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513322E-2.gdf
Created by Independent Third Party: Yes
17499.7
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 R3 C CAC MI Windows - 185 SH TFipLL(M)_(3=
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 181 SH Trip "M)_(4L=
Impact Resistants No
FL17499 R3 C CAC MI Windows - 189 SH THRJ.2_(fjapg.2 j
Design Pressure: +50/-50
IM,P9f
Other: R-PGSO*
FL17499 R3 C CAC MI Windows.- 185 SH Triple fflapgg)
0.11 f
•Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02548B.12d
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513324E-6.12df
Created by Independent Third Party: Yes
17499.8
185 7Win SH
10602 Fin Frame IG/SG Single Hung 10502 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: +45/-45
FL17499 R3 C CAC MI Windows - 185 SH Twin
FL17499 R3 C CAC MI Windows - 185 SH Twin (Ea) (4),pg
FL17499 R3 C CAC MI Window - 185 SH Twin (Flangg),
13),P
Other: R-PG45
FL17499 R3 C CAC MI Windows - 18S SH Twin (Fl8II9gl
i4).1Rdf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02547E-7.12df
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513323B-7.pd
Created by Independent Third Party: Yes
Back Next
The State or Florida Is an AA/EEO employer. QQylfght 2007-2813 State of FioAda.:: Privacv_Statement •• Accessiblilty Statement :• Refund Statement
1 --
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section
https:IA&ww.foridabullding.org/prlpr app dtl.aspx?param=wGEVXQwtDgtCUGgvJQiz6BPhSOGa/o2f386zHJ4yNCXvbND%2bogfcVXszYw%3d%3d
4/24/2018
Florida Building Code Online
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 emails provided may be used for offlcial 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 area licensee under Chapter 455, F.S.,
please click 1 aL.
Product Approval Accepts:
®' Nil K0 0
Credit Card
Safe
https://ww.w.flo6dabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHJ4yNCXvbND%2bogfcVXszYw%3d%3d
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. IX 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 15 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.
1.2. UNITS MUST BE GLAZED PER ASTM E1300-04/09.'SEE SHEET it 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.
REVISIONS
I REV I DESCRIPTION I DAFC I APPROVED
A REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L. I
8 REVISED GLASS 1 10/02/17 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.
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=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
11 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM 'SINGLE HUNG WINDOW
36" X 84"— LMI
NOTES
DRAWN: DWC NO.
N.G. 08-025,45
WALE NTS IDATE 12/09/2014 s"EET 1 OF 11
L ROBERTO L04VISRE
14M KVODFORD RD LEWLSWI I F NC 27021
434669-0609 nloffws@kkvn.Wo.com
REV
B
SIGNED. IYM;/ —ff
N�J�S,
�'• vVG 8F ' r �_
D*=
Luis R. Lomas P.E.
FL No.: 62514
F
ti
FR
HE
36" MAX
FRAME WIDTH
16"
2" MAX h- MAX 2" MAX
T-
16"
MAX
1_
OO.C.
4"
AX
WE
GHT
GH
4
X
I
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE a RNEESS INSTALLATION
SEE CHART 01 FOR SMALLER (MATS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
REMONS
REV
DESORPTION
DATE
APPRovcn
16"
A
REMSEO ANCHOR SPACING & CHARTS
07/11/16
R.L
2" MAX
MAX
2- MAX
6
REVISED GLASS
10/02/17
RL
O.C.
T-
16"
CHART A11 FLANGE & FINLESS INSTALLATION
MAX
O.C.
Number of anchor loeadons
required
L-_
Frame
Frame Width
(in)
84"
Haight
18.00
1 24.00
30.00
1 36.00
MAX
n
Head
I Jamb
Head
Jamb
Head
Jamb
Head
Jamb
FRAME
2A00
2
1 3
3
3
3
3
3
3
HEIGHT
30.00
2
1 3
3
3
3
3
3
3
36.00
2
3
3
3
3
33
3
oo
2
4
3
4
3
4
3
4
4
Woo
2
4
3
4
3
4
3
4
5.11.00
2
5
3
5
3
5
3
5
60.00
2
5
3
5
3
5
3
5
X
6G00
2
5
3
5
3
5
3
5
7200
2
6
3
8
3
6
3
6
7B 00
2
6
3
6
3
6
3
6
0R00
1
6
3
6
3
6
3
6
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
RANGE &FINLESS INSTALLATION
SEE CHART 01
FOR SMALLER UNITS REQUIRED ANCHORS
DESIGNPRESSURERATING
I IMPACTRATING
f55 OPSF
LARGE
MISSILE IMPACT
MISSRELEVEL D. WOHDZONE3
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 SCfM'DULE
(2) METAL SWEEP LOCK AT6" FROM E AcH END WTERIOR MEETWG RAL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
FLANGE AND FINLESS ELEVATIONS
DRAM arc NO.
N.G. 1 08-02545
'ME NTS I DATE 12/09/2014 s"W 2 OF It
L ROBERTOLOYA.SP.E
I134I000It)ROROLEW= LENC270t1
L76668O609 rT6rtTu@t6mrrpamm
SIGNED. 12/14(017
Luis R. Lomas P.E.
FL No.: 62514
36" MAX
FRAME WIDTH
10"
2" MAX MAX 2" MAX
O.C.
I I
10" MAX
O.C. O
84"
MAX
FRAME
HEIGHT
4
X
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATIO N
SEE CHART 02 FOR SMALLER LIMITS REOUIREDANCHORS
RLVI90HS
36' MAX REV USMPTION DATE APPROVEO
FRAME WIDTH
10' /16 A REVISED ANCHOR SPACING h CHARTS 07/I IR.L.
2- MAX MAX 2" MAX 8 REVISED CLASS 10/02/17 1 R.L
O.C. I
2"��rr/7-
10" MAX O
O.C. /
84"
MAX
FRAME
HEIGHT
4
X
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHAR T02 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGNPRESSURER4nw
IMPACTRam
t55 OPSF
LARGE
MISSILE IMPACT
MISSILELEVEL D,IWNOZOINE3
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/a" X 45"
CHART #2 FIN INSTALLATION
Number of anchor locations
required
Frame
Height
O n
Frame Width
0n
IR00
H d S Jamb
24L00
H 6 S Jamb
30.D0
H A S Jamb
1 36.00
H 6 S Jamb
24.00
3
3
3
3
4
3
5
3
30.00
3
4
3
4
4
4
5
4
3400
3
5
3
5
4
5
5
5
4200
3
5
3
5
4
5
5
5
48.00
3
6
3
6
4
6
5
6
5400
3
6
3
6
4
6
5
6
6LOO
3
7
3
7
4
7
5
7
6R00
3
8
3
8
4
8
5
8
72 00
3
6
3
8
4
8
5
8
7R00
3
9
3
9
4
9
5
9
BR00
3
9
3
9
4
9
5
M
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
It. ILlo�,,,,,
650 WEST MARKET STR ET
GRATZ. PA 17030-0370
````N
rJ \GENB�'�s
0
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
ELEVATIONS
b� 4:.FIN
�y0 TAT OF
•
%�'�►a;,�ORI��: �� x:
DRAW
VIVO NO. REV
8
Luis R. Lomas P.E.
FL No.: 62514
'va NTS 12/09/2014 s"W 35 OF Ill
L ROBERrO LOAtA.4 RE
14-V VM DFORD RDtEWISVU& NO2AW
43"W-OM rJbmrs®blpy W="
REN190G5
1/2- MIN
EDGE DISTANCE
REV
DESCRIMOR
DATE
APPROVED
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
WOOD FRAMING
OR 2x BUCK
B
REVISED GLASS
O2
10 17
/ /
R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD
1/4' MAX
& APPROVED
SEALANT
SHIM SPACE
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
010 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SEC7701V
WOOD FRAMAVGORZK BUCKWSTALLATION
1. WTERIORAND EXTERIOR FINISHES, BYOTHE.RS,
NOT SNOWN FOR CLARITY.
2 PERIMETER ANDJOWTSEALLWTBYOTHERS TO BE
DESIGNED W ACCORDANCE P itASTM E2112
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1
1 /2- INTERIOR
MIN
EDGE
DISTANCE
N10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD EXTERIOR
&APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FR4MWGOR2KBUCKW3TALLATION
SIGNED: 1211412017
MI AND DOOREET LLC
1t..
650DWESS MARKE
GRATZ, PA 17030-0370v�GEN&F=9iP
`````` LOA;'''
?aFLANGE
oZ,0714
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
INSTALLATION DETAILS
p ATv
%�'�►s;�Ct)R1��:
oRAxR:
OUIG Ho.
Rav
G.
08-�022545
B
RN�
WE wTl
NTS 12/09/2014 4 OF 11
Luis R. Lomas P.E.
FL No.: 62514
LROGERMLOUASP.t
14s41R700TORDRDLPWL9Vfi=AC21a{0l
4u-&I00609 �+ut�kbmetpamm
1 /2' MIN
EDGE DISTANCE
MET"
STRUCTU
BY OTHE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
RLNSIONs
OCSCRpnw wtE APPROV[p
REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILUNG 10 SMS OR
SELF DRILLING
INTERIOR
SSCREW
SCREWS
INTERIOR
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REVISIONS
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650 WEST MARKET STREET
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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FINLESS INSTALLATION DETAILS
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