HomeMy WebLinkAboutPRODUCT APPROVAL SINGLE HUNG WINDOWSi
4/18/2017 Florida Building Code Online
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a.@.�Product Approval
0-14 USER: Public user GHO Homes Corp
,'�Meadowood lot 170
Product Approval Menu > Product or Application Search > A lira Lion Lis > Application Detail I
9410 Pinebark Crt, Ft Pierce
FL # FL17499-RI
Application Type Revision
Code Version 2014
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
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https:/twww.floridabuilding.org/pr/pr_appjtl.aspx?param
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
Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
07/19/2016
08/05/2016
08/05/2016
Year
2008
2008
1/3
4/18/2017 Florida Building Code Online
FL # Model, Number or Name I Description
17499.1 185 SH I 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fln) Impact
Approved for use outside HVHZ: Yes (2).odf
Impact Resistant: Yes FU7499 R1 C CAC MI Windows - 185 SH (Fln) Imoact
Design Pressure: +55/-55 (3).Ddf
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
bedded in Pecora 896 sealant. (2bLdf
FL17499 Ri C CAC MI Windows - 185 SH (Flange) Imoact
(5)_Ddf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 II 08-02544A.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513320A.odf
Created by Independent Third Party: Yes
17499.2
185 SH
52x84 Fln/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RI C CAC APC(13362)E1725.01-109-47-RO 185
Approved for use outside HVHZ: Yes
SH(FLG walver)5-BIG 1-8A 52 1-8X84 R60(100918).odf
Impact Resistant: No
FL17499 RI C CAC MI Windows - 185 SH (Fln) (10).odf
Design Pressure: +60/-60
FL17499 RI C CAC MI Windows - 185 SH (Fln) (9).Ddf
Other: R-PG55
FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 111 II 08-02546A.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513322A.Ddf
Created by Independent Third Party: Yes
17499.3 185 SH I 36x84 Fln/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Imoact
Approved for use outside HVHZ: Yes (4).odf
Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fln) Impact (5)
Design Pressure: +55/-55 Do e
Other: R-PG55*, Missile Level' D, Wind Zone 3. lass to be FL17499 RI C CAC MI Windows - 185 SH (Flange) Impact
bedded in Pecora 896 sealant. (3).odf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
,(4).pdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RI II 08-02545A.p_df
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513321A.p_df
Created by Independent Third Party: Yes
17499.4
185 SH I
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185
SH(FLG waiver),odf
FL17499 Ri C CAC MI Windows - 185 SH (Fln) (1 )Dd
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH (Fln) (12) Ddf
Design Pressure: +60/-60
Other: R-PG60
FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) (SO) odf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R1 II 08-02549A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513327A.odf
Created by Independent Third Party: Yes
j
https:/Nvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVKQwtDgtCGgvjQiz6BPhSOG%2f386ziGHmSYpgOu%2fXMgl5a[XtAg%3d%3d 2(3
4/18/2017
Florida Building Code Online
17499.5 185 SH I
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 SH
(FLG walver).Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (13).Ddf
FL17499 RS C CAC MI Windows - 185 SH (Fln) (14).odf
Design Pressure: +60/-60
FL17499 RS C CAC MI Windows - 185 SH (FlancLe) (11).Ddf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RI II 08-02550A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513328A.pdf
Created by Independent Third Party: Yes
1749- 9� �F
185 Triple SH I
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 R1 C CAC MI Windows - 185 SH TriDle (Fin)
(3).Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH TriDle (Fin)
Design Pressure: +50/-50
(4).odf
Other: R-PG50*
FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange)
(3).Ddf
FL17499 RI C CAC MI Windows - 185 SH Triple (Flange)
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02548A.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AE 513324A.Ddf
Created by Independent Third Party: Yes
17499.7
185 Twin SH I
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC MI Windows - 185 SH Twin (Fin)_(3).Ddf
FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) (4).odF
Approved for use outside HVHZ: Yes
FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange)
Impact Resistant: No
(3).odf
Design Pressure: +45/-45
Other: R-PG45
F07499 RI C CAC MI Windows - 185 SH Twin (Flange)
QuQuaal ty Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02547A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AE 513323A.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee Fl, 32399 Phone: 850-487-1824
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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 communitatlon with the licensee. However email addresses are public record. If you do not wish to supply a
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455, F.S.,'please click here .
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https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz68PhSOGe/g2f386zlGHmSYpgOu`/o2fXMgl5alXtAg*/o3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
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 MANUFACTURERS 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 1 X 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
B. 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
I REV I DESCWPDON I DATE I APPROVED
I A I RMSED ANCHOR SPACING & CHARTS 1 07/11/16 1 R.L. 1
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=3OKSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.
DESCRIPTION
1
NOTES
2 — 3
ELEVATIONS
5 — 8
INSTALLATION DETAILS
9
COMPONENTS & GLASS DETAILS
SIGNED: 07/12&016
MWINDOWSDOORS
650 EST MARKET
GRATZ. PA 17030-0370
````J`5
_.,•�%GENSF
`
_ *• 0,.61251
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
�
NOTES
o
��D $TATAYE OF
G����`
DRAWN:
DWG N0.
REV'OFS'c�OR50P:
os So�saa
A
4i�s�ONA'tE?����
srxE DATE
NTS 12/09/14 1 OF 9
I
Ff
HE
52" MAX FRAME WIDTH
2' MAX
16' MAX O.C.
—{
16"
OMAX
/
O.C.
'2' }
IAX
AME
IGHT
Q
2pair
/
— 2" MAX 2" MAX
52" MAX FRAME WIDTH
—{— 16" MAX O.C. 2" MAX
�I.
16"
MAX
O.C.
72" _-
MAX
FRAME
HEIGHT
I i
F//
)
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
4
X �/
tu--
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE& FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURERATING
IMPACT RA77NG
±55 OPSF
LARGE
MISSILE IMPACT
MISSILELEVEL D, WINDZONE3
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 B" FROM EACH END
BLOCK AND TACKLE BALANCE AT JAMBS
rl
REVISIONS
DESCRPnON DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
CHART#1
Number of anchor lowtlonsrequired
Frame
Frame Width (In)
Height
18.00
24.W
30.00
36.00
4200
4&00
5200
(in)
Head
Jamb
Head
Jamb
Wad
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
1 3
4
3
4
3
4
3
30.00
2
3
3
3
3
3
3
3
4
3
4
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
48.00
2
4
3
4
3
4
3
- 4
4
4
4
4
4
4
SLOD
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
3
5
3
5
4
5
4
5
4
5
7ZOO
1 2
6
1 3
6
3
6
3
6
4
6
1 4
1- 6
4
6
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
FLANGE & FINLESS ELEVATIONS
DRAWN: DWG 110.
N.G. 08-02544
s—E NTS 12/09/14 SNE-2 OF 9
SIGNED. 0711212016
`\`\J\5 Rl 11L �4f////,/
�,•.��GENS�"9,p
*• o, 61251rt-
OTAT E OF
A �N1IE?G`��
I
FE
HE
52" MAX FRAME WIDTH
2" MAX
" 10+
MAX O.C.
—{I
I
10" MAX
O
O.C.
2"
wx
AME
IGHT
p
/
52" MAX FRAME WIDTH
- 2" MAX 2" MAX
10'
2" MAX
MAX O.C.
2"
O
10o'MAX
/
72" T
MAX
FRAME
HEIGHT
/
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
X
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
t55.0PSF
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".
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L.
CHART#2
Number of anchor locations required
Frame
Frame Width (in)
Height
i1n)
1800
HBS Jamb
24.00, _
Hd5 jJamb
30.00
H&S Jamb
36.00
HBS- Jamb
42.00
HES Jamb
1 46.W
H&S Jamb
52.00
H&S_ Jamb
24.00
3
3
3
3
4
3
5
3
5
3
6
3
6
3
30.00
3
4
3
4
4
4
5
4
5
4
6
4
6
4
3&00
3
5
3
5
4
5
5
5
5
5
6
5
6
5
4ZW
3
5
3
5
4
5
5
5
5
5
6
5
6
5
1800
3
6
3
6
4
6
5
6
5
6
6
6
6
6
54.W
3
6
3
6
4
6
5
6
5
6
6
6
6
6
6800
3
7
3
7
4
7
5
7
5
7
6
7
6
7
—66:00—
�—
—8—
_3_
_ 8
4
8
5
8
5
8
6
8
6
8
7200
3
8
3
8
4
8 -
—5—
—8—
—5—
—8—
—6—
_B—
—6
8
SIGNED: 07/1212016
ANDDOORS
M650 WINDOWESTS
p-.. I(Z--''
GRATZ, PA 17030-0370
`TREET\``J`5
�,••��GENSF ; P S,
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
552"X72"-
LMI FIN ELEVATIONS
M-TAi
�OF ;t0.
�inFs �C0R10P
DRAWN:
TWO NO.
REV
��j/%ONA
08 02544
A
SCALE DATE
NTS 12/09/14 3 OF 9
111����`�
1/2' MIN
EDGE DISTANCE
INOOD FRAMING
OR 2X BUCK
BY OTHERS
1 1/4" MIN
MET
EMBEDMENT
STRUCTU
6Y OTr1E
r
BACKER ROD
& APPROVED
SEALANT
SHIM SPACE
APPROVED
i
SEALANT
ii
( #10 WOOD SCREW
EXTERIOF
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
BACKER, ROD
SHIM SPACE
& APPROVED
SEALANT
META
STRUCTUR
BY OTHER
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 WITH ASTM E2112
j/4" MIN
EDGE DISTANCE
_ 1/&" MAX.
SHIM SPACE
;1O SMS OR
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
RECISIONS
R. DESCRIPTION
I DATE I APPROVED
A REMSEO ANCHOR SPACING & CHARTS
07/11/2016 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM. SPACE
1 /2" INTERIOR
MIN
EDGE
DISTANCE
L' 10 WOODSCREWVi00D
W.,,,7
FRAMNGOP, 2X BUCK
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
�10 5MS OP.
INTERIOR
SELF DRILLING
SCREWS
t
37Z'— JAB
LAIN.
EDGE
DISTANCE
r
T
I ; EXTERIOR
METAL
STRUCTURE ` BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 071IZ2016
D DOORS
M6501WEST
RelC�
MARKET
\5 9��%
NSa�
GRATZ, PA 17030-0370
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REVISIONS
REV DESCRIPTION I DATE I APPROVED
A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
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JAMB INSTALLATION DETAIL
CONCRETEJMASONRY INSTALL4T 10N
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0711212016
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WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION
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REV DESCTPTION I DATE I APPROVE.
3/4" 1,1I11 A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
EDGE DISTANCE
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
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NOTES:
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DESIGNED INACCORDANCE WITHAS7M E2112
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METAL BACKER ROD
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METAL STRUCTURE INSTAU A77ON
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REVISIONS
DESCRIPTION WIE AiRROVED
REVISED ANCHOR SPACING S CHARTS 07/71/2016R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE MASONRY
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SEE NOTES 3 — 7
SHEET 1
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JAMB INSTALLATION DETAIL
CONCRET IDW SONRY INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
SIGNED: 0711212016
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650EST MARKET
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REVISIONS
DESCRIPTION DATE I APPIIMEO
REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L.
WOOD FRAMING
1/4" MAX
SHIM SPACE
BY OTHERS
.
1 7/4"
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NOTES:
L SHIM SPACE
1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS,
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2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
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CM-18502
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1 5/8"
1 3/4" E
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CM-18505
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CM-18509
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REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L
5/8'
1/8- ANN. 1/8" ANN.
1/8" ANN.
.090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
EERIOR
I INTERIOR
1/2" BITE SILICONE
I SEALANT
SETTING BLOCK
GLAZING DETAIL A
3/8"
.090 PVB BY KURARAY
1/8" ANN.
EXTERIOR
I INTERIOR
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SEALANT
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GLAZING DETAIL B
—{1 3/6"
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15/16"
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650 WEST MARKET STREET
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CM-18507 SERIES 185 ALUMINUM SINGLE HUNG WINDOW
ALUMINUM 6063-T5.050'T74ICK 52"X72"- LMI
COMPONENTS
DRAWN: OMY. NO,
N.G. 08-02544
SCALE NTS IDAE 12/09/14 1 91EEf9 OF 9
SIGNED. 07/12&016