HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW FIXED-= Florida Building Code Online
1Y
Page 1 of 3
X l �M; -CDZO
SCANNED
Business & Professional Regulailtion StLUC'eCounty
=.Igo
6CI5 Home Log In !User Registration Hot Topics i Submit Surcharge Stats & Facts Publications I FBC Staff SCIS SAe Map i Links 1 •Search I
Or
i�1 Product Approval
� USER: Public User taS 5 .�
Product Approval h9enu > Product or Application Seardi > Appliration List > Application Detail
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
by the POC and/or the Commission if necessary.
[i
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Fixed
Certification Mark or Listing
rean�e �
r H r1
American Architectural Manufacturers Association
Steven M. Urich, PE
2 Validation Checklist - Hardcopy Received
Standard Year
'AAMA 506 2011
AAMA/WDMA/CSA 101/1.S. 2/A440 2008
Method 1 Option A
12/31/,2017
12/31/2017 E
01/04/2018 FL i :JL:PY
http://floridabuilding.org/pr/pr app dtl.aspx?param=vGEVXQwtDgtH8572gvdWlanDW... 2/19/2018
Florida Building Code Online
Page 2 of 3
Summary of Products
FL #
Model, Number or Name
Description
15349.1
185 PW
73 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15349 R9 C CAC APC 12786 odf
Approved for use outside HVHZ: Yes
FLI5349 R9 C CAC APC 12787 odf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-60
04/03/2018
Other: CW-PG60
Installation Instructions
FLI5349 R9 II 08-02357B.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLI5349 Rc AE 5 13174B ndf
Created by Independent Third Party: Yes
15349.2
185 PW
159 x 54 Triple CHS Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FLI5349 R9 C CAC APC 15350.1)df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/24/2021
Design Pressure: +55/-55
Installation Instructions
Other: R-PG55
FL15349 R9 1I 08-02949.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R9 AE 513783 ndf
Created by Independent Third Party: Yes
15349.3
185 PW Impact
72 x 72 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FLI5349 R9 C CAC APC 15454.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/25/2021
Design Pressure: +55/-55
Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
FLI5349 R9 1I 08-02948.ndf
consisted of 5/32" tempered exterior - spacer - 5/32"
Verified By: Luis R. Lomas, PE 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass
Created by Independent Third Party: Yes
was bedded In Pecora 896 silicone with 5/8" glass bite.
Evaluation Reports
FL15349 R9 AE 513782.odf
Created by Independent Third Party: Yes
15349.4
185 PW Impact
159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FLI5349 R9 C CAC APC a272,odf
Approved for use outside HVHZ: Yes
FL15349 R9 C CAC APC 8273,odf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
01/24/2021
Other: FW-1155, Missile Level D, Wind Zone 3. Glass
Installation Instructions
consisted of 1/8" annealed exterior - spacer - 3/32"
FL15349 R9 II 06-016148.odf
annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was
Verified By: Luis Roberto Lomas 62514
bedded in Pecola 896 silicone with 5/8" glass bite.
Created by Independent Third Party; Yes
Evaluation Reports
FL15349 R9 AE 512278E ndf
Created by Independent Third Party: Yes
15349.5
185 PW Impact
96 x 60 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15349 R9 C CAC APC 7962 odf
Approved for use outside HVHZ: Yes
Quality Assurance' Contract Expiration Date
Impact Resistant: Yes
12/OS/2020
Design Pressure: +55/-55
Installation Instructions
Other: FIN-LC55, Missile Level D, Wind Zone 3. Glass
FL15349 R9 If 08-0161313.odf
consisted of 5/32" annealed exterior -.spacer - 5/32"
Verified By: Luis Roberto Lomas 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass
Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite.
Evaluation Reports
1`1_15A49 R9 AE 5122778 odf
Created by Independent Third Party: Yes
Back Nest
Contactit ;: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AAJE'cD employer. Convrioht 2007-2013 State of Florida.;: Privacy Statement :: Acc=ibility Snt ment :: Refund Statement
http://floridabuilding.orglpr/pr app dtl-aspx?param—wGEVXQwtDatH8572gvdWIanDW... 2/19/2018
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 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.
5. 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: ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 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 #6 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
HEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS & GLAZING DETAILS
4 — 12 INSTALLATION DETAILS
REVISIONS
DESCRIPRON DATE APPROVED
REVISED INSTALLATION DETAILS 05/12/15 R.L.
REMOVED MONOLITHIC GLASS 08/12/16 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 B YOND
STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN III ELEVATIONS AND INSTALLATION
DETAILS.
1B. 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 B=LOW:
A. WOOD — MINIMUM SPECIFIC. GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (CR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEETS 2 AND 3.
SIGNED: 1110312016
MI WINDOWS AND DOORS, LLC
j!LJ4���/�
650 W. MARKET ST.\�J�
\\\5�►R
.. • . �f lip
GRATZ, PA 17030
`.,••4�GENs!9�,,�
�: k joy� 61.. •• `*
185 PICTURE WINDOW
96" X 60" IMPACT
NOTES
TAT E OF
/� � CDR\0 . • \��\
DRAWN:
DWG N0,
REV
08 3
B
SCALE DATE s-1
NTS 06/04/12 OF 12
LL11S H. LOfTIOS P, E.
L. ROBERTO LOMAS PE.
1432 WOODFORD RD LEWISVILLE, NO 27023
A34.600.080B Iflomas@tdomi pe.com
FL No,: 62514
95 1/2" MAX. FRAME WIDTH
2" MAX. I� I-Tf 14" MAX O.C.
185 FIXED WINDOW
EXTERIOR VIEW
FLANGE A FINLESS INSTALLATION
95 1/2" MAX. FRAME WIDTH -
2" MAX. ( I- 12" MAX O.C.
00
2" MAX.
r 2" MAX
14"
MAX 59 1/2"
O.C. MAX.
f FRAME
HEIGHT
SEE CHARTS
#1 AND #2
FOR NUMBER
OF ANCHORS
REQUIRED
- 2" MAX.
2" MAX -�
/
12,E 59 1/2"
MAX O.C. MAX.
FRAME
HEIGHT
185 FIXED WINDOW DESIGNER SEE CHARTS
EXTERIOR VIEW #1 AND #2
FLANGE&FINLESSlNSTALLATlON FOR NUMBER
OF ANCHORS
REQUIRED
DESIGN PRESSURE RATING
IMPACT RATING
t55.OPSF
LARGEANDSMALL
MISSILE IMPACT
MIJJILt LtVEL D, WIND ZONE3
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L
B REMOVED MONOLITHIC GLASS 08/12/16 R.L.
Number of anchors locations required for units without rigid flliers
Height
Windowwidth
n)
(In)
Z4.Z..600.
66.0 1 72.0' 78.0 1 84.0• 1 20.0 .0816
HbS
mb
H85 Jamb
H85 IJambi
H85[Jamb
H69
Parnbi
HGS
Jambi
Has amb
H6S Jamb
NSS Jamb
1!b5 Jamb
N6S amb
Hbs.:
Jamb
24.0
3
3
3
3
4
3
4
3
4
3
5
3
5
-,3
6
3
8
3
'- 7
3
7
3.
7
3
'8
3
30.0
3
3
3
3
4
3
4
3
4'
3
5
3
6
3
6
3
6
3
7'
3
7
3
78
3
36.0
3
4
3
4
4
4
4
4
4
4
5.
4
5
4
8
4
7
4
7
4
8
4
B
4
42.0
3
4
3
4
4
4
4
4
4
4
5
4
0
4
7
4
7
4
8
4
B
4
11
A
48.0
3
4
3
4
4
44
4
4
4
5
4
0
4
7
A
B4
B
4
10
4
t14
1264,0
3
5
35
4
5
4
5
4
5
6
b
8
5
7
5
.8
5
9
5
10
5
125535
4
5
4
0
4
8
5
a
0
a
T
6
B
6
10
0
10
0
12
-6
Number of anchors locations required for units with rigid fillers:
Hoight
Window width
(In '
(In)
24.0
1 30.0
38.0
4Z:0
1 48,0
1 64.0
Q0,0
1 66.C.
V TZO
78.0
84.0,
.
00.0
1 05.5
NBs
Pambi
H65
Jamb
NdS
Jamb
H&Sliamb
H6S
Jamb
HaS
Jamb
HBS
Jambl
Has
Pamb
HBS
iamb
H6S
Pamb
H6S
jamb
ff6S
Ij2mbI
HBS.
Jamb
24.0
3
1 3
13
3
4.
3
4
3
4
3
5
3
5
3
6
1 3
B.
3
7
3
7
.3
7
1 3
8
3
30.0
3
3
3
3
4
3
4
3
4
3
5
3
5
3
6
.3
B
3
7
3
7
3
7
3
8.
3
30,0
' 3
4
3
4
4
4
4
4
4
4
5'
A
5
4
6
4
.6
' 4
7
.4
7
4
4ZA
3
4
3
4
4'
4
4_
4
4
4
5
4
5
4'
G
4
8
4
7
4
7
.4
7
4
'8
.4.
48,0
3
4
d
4
4
4
4
4
5
4
5
4
6
4
6474
7
k
7
4
B
484.Q
3
±[j
5
4
5
4
5
.45
5
5
5
5
056
5'
7
5
7
5
7
5
�0
89
5
4.
6
r 4
5
4
5
6
5
5
5
6
5
6
5
7
6
7
5
.7
5
8
a
NOTES:
1. MAX D.L,O.: 92 3/4"X 56 314"
MI WAWUWaAN%Dh9AS, LLC
650 W. MARKET SL
GRATZ, PA 17030
185 PICTURE WINDOW
96" X 60" IMPACT
FLANGE & FINLESS ELEVATIONS & CHARTS
ORA1'!NI OWO No,
V.L. 08-01613
SCALE NTS I DATE 06/04/12 1 SEET2 OF 12
L ROBERTO LOMAS PE
1432 WOODFORD RD LEWISVTLLG, NO 27023
434.600-0609 dtomas@lrlonuspe.com
SIGNED: 11/03/2016
\\11111 I;f llli
o' 61
�'AIIIII I IlU\7`'
Luis R. Lomas P.E.
FL No.: 62514
95 1/2" MAX. FRAME WIDTH
3" MAX. 3" MAX. 12" MAX O.C. YI
I I r- 3" MAX
j
� ' 59
I
j
MAX MAX•
O.C. FRAME
HEIGHT
/2"
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L
B REMOVED MONOLITHIC GLASS 08/12/16 R.L
rh.H Al
Number ofanchor.locatlons,required for Ffn Installation
Frama
Frama
width In
Haight
24.00
1 30.00
1 36.00
1 42.00
1 48.00
54.00
60.00
1 06.00
72.00
1 78.00
84.00
00.00
1 95.60
(in)
Has
Pambi
H&S
Jambi
H&S
Pamb
H&5
Jamb
H&S
Jamb
H&5
Jamb
H&S
Jamb
H&S
IJamb
H&s
Jamb
I1&S
Pamb
H&S[Jamb
HdS
pambl
H&S
PamE
24.00
3
3
3
3
4
4
4
4
5
5
5
5
6
6'
6
1 6
7
7
7
7
8
1 6
- a
- 0
9
9
30.00
3
3
3
3
4
4
4
4
5•
5
5
5
6
8
6
6
7
7
7
7,
8
8
a
6
19
9
36.00
3
3
3
3
4
4
4
4
5
5
5
5
6
6
6
6
T
7
7
7
B
6
6
a'
9,
- 9
42.90
3
3
3
3
4
4
4
4
5
5
5.
5
8
8
8
6
7
7
7
7
8
9
a
8
9
9
49.00
3
3
3
3
4
4
4
4
5
5
5
5
a
6
6
6
7
7
7
7
' 8
B
B
B
9
9
54.00
3
3
3
3
4
4
4
'4
5
5
5
5
6
a
-6
6
7
7
7
7
8
8
8
B
9"
9
59.60
3
3
3
3
4
4
4
4
5
5
5'
5
a
6
8
6
T
7
7
7
8
8
9
8
9
9
185 FIXED WINDOW
SEE CHART #3
EXTERIOR VIEW
FOR NUMBER
OF ANCHORS
FIN INSTALLATION
REQUIRED
95 1/2" MAX. FRAME WIDTH
3/4"
5/32" ANN
2" MAX. —
I 12" MAX D.C.
2' MAX.
.100" SAFLEX HP
I+
PVB BY EASTMAN
2" MAX
5/32" ANN
5/32" ANN
EXTERIOR
INTERIOR
12'
MAX 0.0,
SILICONE
5 11X/2"
MA
FRAME
If6 x 1 1/4" TEK
HEIGHT
SPACED 4" FROM
jCORNERS
AND 18" MAX
O.C. THEREAFTER GLAZING DETAIL
SIGNED: 1110312016
MI WINDOWSOARS, LLC
I
IRE
185 FIXEDWINDOW
EDESIGNER
EXTERIOR
SEE CHART #3FOR-NUMBERCHORS
MARKET
10
\`\1�\OF SF ,cP
FININSTALLATION
REQUIRED
185 PICTURE WINDOW
Tt��• /�1 0y•�61 *=
NOTES:
96" X 60" IMPACT
by(yr`
1. MAXO.L.O.:92V4"X563/4"
FIN ELEVATIONS AND CHART
�'�<• ' TAT OF , ta;,
DESIGN PRESSURE RATING
IMPACT RATING
ORAVIM
DVIG NO.
REV
,n• p
��(P�e4QRI�.•
t55.OPSF
MSSILELARGEANDSMALL
IMPACT
V.L.
OS
B
'���s�(j�NA'11
sc=E NTS DATA O6/04/12 s T33 OF 12
MISSILE LEVEL D,WIND ZONE 3
L. ROBERTO LOMAS RE
Luis R. Lomas P.E.
1432WOODFORDRDLEWISVILLE,NO27023
434-686-0609 d1cmas0friamspe.rom
FL No.: 62514
c
3 MAX
72" MAX FRAME WIDTH
I— I'—'� 13 MAXI D.C.
3" MAX
j j
13 1/2" MAX
O.C.
1AX I
AME
IGHT
j /
I Fl
185 FIXED WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
CHART 111
DESIGN PRESSURE RATING
IMPACT RATING
t55,OPSF
'LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
72" MAX FRAME WIDTH
13 1 2"
3" MAX 3"" MAX — — MAX O.C. 3 MAX —I
3" MAX j j
72" L
MAX
FRAME 13 1/2' MAX
HEIGHT D.C.
FOR NUMBER t
OF ANCHORS
REQUIRED
SEE
CHARTS 1 & 2
185 FIXED WINDOW DESIGNER
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
Number of anchor locations required with rigid fillers
Frame
Frame width (in
Height
(in)
24.00
H&S IJamb
30.00
HAS Jamb
1 36.00
H&S Jamb
42.01)
H&S jJambj
1 48.00
H&S IJ4mb
64,00
H&S Jamb
60.00.
H&S Jamb
66.00
H&S Jamb
72.00
H&S Jamb
24.00
2
2
3
2
3
2
3
2
4
2
4
2
4
2
5
2
5
2
30.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
3
5
3
36.00
2
3
3
3
3-
3
3
3
4
3
4
3
4
3
5
3
5
3
42.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
3
5
3
48.00
2
4
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
64.00
2
4
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
60.00
2
4
1 3
4
3
4
3
4
4
4
4
4
4
4
5
4
60,00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
5
ff
5
72.00
2
5
3
5
3
5
3
6
4
5
4
5
4
5
5
5
CHART#2
Height
REVISIONS
DESCRIPTION
FOR NUMBER OF
ANCHORS REQUIRED
SEE CHARTS 1 & 2
NOTES.,
1. MAkD.L.0.:69'X69'
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA .17030
185 PICTURE WINDOW
72" X 72" IMPACT
FLANGE & FINLESS ELEVATIONS & CHARTS
DRAWN: DWG NO.
V.L. 08-02948
SCALE NTS I DATE 09/ 12/16 1 SAT 2 OF 12
L ROBERTO LOMAS PG
1432 WOODFORD RD LEWISVILL, NO 27023
434-663.0609 ar)m @trlo-spe.00m
DATE I APPROVED
SIGNED: 11/0312D16
AID
Luis R. Lomas P.E.
FL No.: 62514
1" MAX
j
MAX
13 11%2"
72" MAX O.C.
MAX t
FRAME
HEIGHT
Height
72.00
— 72" MAX FRAME WIDTH —
I� 13 1/2" MAX O.C.
j j
j /
185 FIXED WINDOW
EXTERIORVIEW
FIN INSTALLATION
NOTES:
1. MAXD.LO.:69"X69"
"
i" MAX 1MAX
L
1" r
MAX
FOR NUMBER 13 'r `
OF ANCHORS MAX
TQS-
REQUIRED
SEE CHART 3 72"
MAX
FRAME
HEIGHT
DESIGN PRESSURE RATING
IMPACTRATING
t55.OPSF
LARGEAND SMALL
MISSILE IMPACT
CHART#3
• locations requirec
Frame wide.
4ZOO 1 48.00
MISSILE LEVEL D, WIND ZONES
`k
— 72" MAX FRAME WIDTH —
13 1/2"
MAX O.C.
j j
1" MAX
REVISIONS
DESCRIPTION DATE I APPROVED
13/16"
jANCHORS
FOR NUMBER OF
REQUIRED
SEE CHART 3
5/32' ANN
5/32" TEMP
.100" SAFLEX HP
PVS BY EAST"
185 FIXED WINDOW DESIGNER
1>< PACED 14" FROM
5/32" ANN
EXTERIOR VIEW
CORNERS AND 18" MAX
FIN INSTALLATION
O.C. THERE AFTER
INTERIOR
5/8" BITE
SILICONE
EXTERIOR
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
185 PICTURE WINDOW
72" X 72" IMPACT
FIN ELEVATIONS AND CHART
DRAWN: DWG NO.
V.L. 08-02948
SCALE NTS DATE 09/12/16 1 41ELT3 OF 12
L. ROBERTO LOWS P.E
1432 WOODFORD RD LEW SIVILLE. NC 27023
434.688-0609 rl/omas@lrlomespe.mm
SIGNED: 1110312016
N\�IR
o b1'
�, r> OF: ; cq
O.
-.ORI..%G��
rrr�S% aNA'lt�\���
Luis R. Lomas P.E.
FL No.. 62514
1/2" MIN.
rEDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
EM FOMENT
METAL
BY OTHERS
STRUCTURE
BY OTHERS
1/4" MAX.
BACKER ROD & J
APPROVED SEALANT
SHIM SPACE
BACKER ROD &
BEHIND FLANGE
APPROVED SEALANT
#10 WOOD SCREW
BEHIND FLANGE
INTERIOR
EXTEAlOR
#10 WOOD SCREW
EXTERIOR
BACKER ROD &
APPROVED SEALANT
1/4" MAX.
BACKER ROD &
BEHIND FLANGE
SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE
WOOD FRAMING
1 1/4" MIN
OR 2X BUCK
EMBEDMENT
METAL
BY OTHERS
STRUCTURE
BY OTHERS
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
EMBEDMENT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW
1 /2" MIN.
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
INTERIOR
--I EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLAT70N
3/4" MIN
EDGE DISTANCCE
ly 1 /4" MAX.
[� r SHIM SPACE
�- #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
SHIM SPACE
I^' 3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
#10 SMS OR
INTERIOR
SELF DRILLING
SCREWS
1-
3/4" MIN.
EDGE DISTANCE
1_
METAL
EXTERIOR
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DEML
METAL STRUCTURE INSTALLATION
REVISIONS
REV DESCR[PnON DATE ER.L.
PPRDVEO
A REVISED INSTALLATION DETAILS 05/12/15
B REMOVED MONOUTHIC GLASS 08/12/16 R.L,
NOTES:
i, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2..PERIMETERAND JOINTSEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST,
GRATZ, PA 17030
185 PICTURE WINDOW
96" X 60" IMPACT
FLANGE INSTALLATION DETAILS
DRAWN: DWD NO,
Y.L. 08-01613
SCALE NTS I DATE 06/04/12 1 SME�T4 OF 12
L R06ER7OLOMASPE
1432 WOODFORD RD LMSVILLE NC 27023
434-666-0609 rllo=z@j,lo wp9.=n
SIGNED: 1110312016
9 tiR ! I� b1/���i
Luis R. Lamas P.E,
FL No.: 62514
REVISIONS
DESCRIPTION I WIE I APPROVED
REVISED INSTALLATION DETAILS OS/12/15 R.L.
REMOVED MONOLITHIC GLASS 08/12/16 1 R.L.
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
1 1/4" MIN.
BY OTHERS : ve
EMBEDMENT
,• 4..
OPTIONAL 1X BUCK 4 <
...1
°
JA
1/4" MIN.
°
SEE NOTES 3 — 7EMBEDMENT
e a•
a
E
s >
SHEET 1
—�
'v
CONCRETE/MASONRY
BY OTHERS
1/4" MAX.
BACKER ROD
1/4" MAX•
OPTIONAL IX BUCK
° SHIM SPACE a�° "
& APPROVED
SHIM SPACE
SEE NOTES 3 — 7
SEALANT
SHEET 1
• INTERIOR
3/16" TAPCON
3/16" TAPCON
EXTERIOR
INTERIOR
3/16" TAPCON
BACKER ROD
2 1/2"
°
& APPROVED
MIN.
:a
SEALANT
EDGE
°
1/4" MAX.
DISTANCE
EXTERIOR
OPTIONAL IX BUCK
SEE NOTE 3 — 7
SHIM SPACE
°
BACKER. ROD
SHEET 1
& APPROVED
T
SEALANT
CONCRETE/MASONRY
JAMB INSTALLATION DETAIL
BY OTHERS ,
a °.'d "' n
e'
1 1/4" MIN.
CONCRETEWASONRYINSTALLATION
b.
4e
"
EMBEDMENT
4
SIGNED: 1110312016
2 1/2" MIN.
EDGE DISTANCE
MI
WINDOWS AND DOORS, LLC\\ltulfu//
VERTICAL CROSS SECTION
sso W. MARKET ST.
��s L 0r�/i
CONCRETE/MASONRYINSTALLATION
GRATZ, PA 17030
��w•��GEIV'S:`'�gL11�i
185 PICTURE WINDOW
; irk 0 51 It
96" X 60" IMPACT
v�
FLANGE INSTALLATION DETAILS
�0 5 TAT O.F.
NOTES:
EXTERIORDRAIVN:
FINISHES,
Dwc N0.
RFV %O`C•��� p`♦
NOT SHOWN FOR CLARITY.
V:L.
08-01.613
B
2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE
scHLE NTS
DATE 06/04/12 sI�EF5 OF 12
ff/OlI11AL1\\\`
DESIGNED IN ACCORDANCE WITH ASTM E2112
L. ROBERTO LOMAS PE.
1432 WOODFORD RD LEWISVILLE, N027023
L415 R. Lomas
ass
P.E.
49d-660-D609 d1 mas@6fom3spa.cnm
FL No.:
r 1/2" MIN.
I EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
1 1/4" MIN.
METAL
BY OTHERS
EMBEDMENT
STRUCTURE
4
BY OTHERS
)l
1/4" MAX.
BACKER ROD &
SHIM SPACE
BACKER ROD & —�
APPROVED SEALANT
BEHIND FLANGE
RIGID FILLER
APPROVED SEALANT
#10 WOOD SCREW
BEHIND FLANGE
INTERIOR
EXTERIOR
#10 WOOD SCREW
EXTERIOR
RIGID FILLER
BACKER ROD &
APPROVED SEALANT
1/4" MAX.
BACKER ROD &,
BEHIND FLANGE
SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE
WOOD FRAMING
1 1/4" MIN.
OR 2X BUCK
BY OTHERS
EMBEDMENT
METAL
STRUCTURE
BY OTHERS
1/2" MIN �
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
EMBEDMENT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW
1 /2" MIN.
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
RIGID FILLER
l INTERIOR
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4" MIN
EDGE DISTANCE
1/4" MAX.
3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SHIM SPACE
RIGID FILLER
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1 /4" MAX.
SHIM SPACE
1/4" MAX.
SHIM SPACE
RIGID FILLER
INTERIOR
#10 SMS OR
SELF DRILLING
SCREWS
3/4" MIN.
N.
EDGE DISTANCE
META
EXTERIOR
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
REV DESCRIPTION ME APPROVED
A REVISED INSTALLATION DETAILS 05/12(15 R.L.
B REMOVED MONOLITHIC GLASS 08/12(16 R.L.
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERAND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WIT.4 ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
185 PICTURE WINDOW
96" X 60" IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLER
DRAWN! DWC N0. RF
Y.L. 08-01613 f
'DALE NTS DATE 06/04/12 SRELT 6 OF 12
L. ROBERTO LOWS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434.608-0608 rl/amaso41o0Dspeaom
SIGNED: 1110312016
Lp
TAT OF
Luis R. Lomas P.E.
FL No.: 62514
O
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
° a ° ' •.
OPTIONAL IX BUCK
Q°' o ' e
1 1 /4 MIN.
SEE NOTES 3 — 7
a:
EMBEDMENT
SHEET 1
T
BACKER ROD
1/4" MAX.
& APPROVED
SHIM SPACE
SEALANT
RIGID FILLER
3/16" TAPCON
EXTERIOR
INTERIOR
3/16" TAPCON
BACKER ROD
& APPROVED
RIGID FILLER
SEALANT
MAX.
OPTIONAL 1X BUCK
SHHIMIM SPACE
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
a ° "' '• na a4
1 1/4" MIN.
a------------
EMBEDMENT
G < '
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY 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 Ell 12
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
B REMOVED MONOLITHIC GLASS 08/12/16 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
a '
'9
1/4" MAX.
.
SHM SPACE
OPTIONAL 1 X BUCK
•0°
SEE NOTES 3 — 7
a
RIGID FILLER
SHEET 1
3/16" TAPCON
INTERIOR
2 1/2"
• o-
a
°
MIN.
v
EDGE
a
DISTANCE
'•
EXTERIOR
BACKER'ROD
& APPROVED
SEALANT
JAMS INSTALLATION DETAIL
CONCRET E7MASONRY INSTALLATION
SIGNED: 1110312016
MI WINDOWS LLC
1R lill������
R650 W. KET
MA
\\`�\
GRATZ. PA 17050
;1k• 0 61 *'
185 PICTURE WINDOW
96" X 60" IMPACT
— �E,
FLANGE INSTALLATION DETAILS WITH RIGID FILLER
�J TATE 'OF �N�.{,C(
%���•F�QR1�P+�C:
DRAWN:
OWC NO.
RY
OB
3
'RONAj1'F
Luis R. Lamas P.E.
FL Na: 62514
FaE N75 DATE O6/04/12 snEEr73 OF 12
L, RODERTO LOMAS RE
N32 WOODFORD RD LEWISVILLE, NO 27023
434-BBO-0609 //Iomns��rdomaspe.com
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
1 1/4" MIN,
OR 2X BUCK
BY OTHERS
EMBEDMENT
METAL
STRUCTURE
BY OTHERS
1/4" MAX.
BACKER ROD &
APPROVED SEALANT
SHIM SPACE
BACKER ROD &ANJ
BEHIND FLANGE
APPROVED SEALANT
#10 WOOD SCREW
BEHIND FLANGE
INTERIOR
EXTERIOR
#10 WOOD SCREW
EXTERIOR
BACKER ROD &
APPROVED SEALANT
1/4" MAX
BACKER ROD &
BEHIND FLANGE
r SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK ^\
L
I .1 1/4" MIN.
METAL
BY OTHERS
EMBEDMENT
STRUCTURE
BY OTHERS
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X
BUCK INSTALLATION
1 1/4" MIN. 1/4" MAX.
EMBEDMENT I� SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS INTERIOR
#10 WOOD
SCREW
1/2" MIN.
EDGE DISTANCE
1 EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4" MIN
EDGE DISTANCE
f 1/4" MAX.
1 SHIM SPACE
}
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
SHIM SPACE
3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
F SHIM SPACE
#10 SMS OR —\7
SELF DRILLING INTERIOR
SCREWS
3/4" MIN.
EDGE DISTANCE
EXTERIOA
METAL BACKER ROD &
STRUCTURE APPROVED SEALANT
BY OTHERS BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
DESCRIPTION DATE MPROVED
REVISED INSTALLATION DETAILS 05/12/15 R.L
REMOVED MONOLRHIC GLASS 08/12/16 R.L
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED WACCORDANCE Wl'i H ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
185 PICTURE WINDOW
96" X 60" IMPACT
FINLESS INSTALLATION DETAILS
DRAWN: DwG NO-
V.L. 08-01613
SCALE NTS I DATE 06/04/12 a OF 12
L ROBERTO LOMAS PE
1432 WOODFDRD RD LEWISVILLE. NC 27023
434-688-0609 Tlfomas@IAomaspe.com
SIGNED; 1110312016
/,z
•v��,�GENSFgcR G
fA /!7 •.
y�t`s:<ORIDr Gt�
yiiS�ONA�tE�p��
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
REV DESCRIPTION DR_ I APPROVED
A REVISED INSTALLATIOFI DETAILS 05/12f 15 R.L.
8 REMOVED MONOLITHIC GLASS 08/12(16 R.L.
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
"
EMBEDMENT
a.
1 1/4" MIN.
90'
OPTIONAL 1X BUCK
a.
EMBEDMENT
CONCRETE/MASONRY
SEE NOTES 3 — 7
BY OTHERS
9 '
SHEET 1
I
1
1/4" MAX.
BACKER ROD
1/4 MAX'
OPTIONAL 1X BUCK
< d`
SHIM SPACE
& APPROVED
SHIM SPACE
SEE NOTES 3 — 7
SEALANT
SHEET 1
3/16" TAPCON
° >Q
3/16" TAPCON
INTERIOR
INTERIOR
EXTERIOR
jI
,
BACKER ROD
3/16" TAPCON
I
'
& APPROVED
SEALANT
2 1/2" MIN,
o ,
1/4" MAX.
EDGE DISTANCE
EXTERIOR
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHIM SPACE
;
SHEET 1
—I
I
BACKER ROD &
CONCRETE/MASONRY
_�
APPROVED SEALANT
BY OTHERS
° '. "' °
BEHIND FLANGE
••
`a
1 1/ 4" MIN.
° "'
EMBEDMENT
"'
"
JAMB INSTALLATION DETAIL
.. u ° '
e
CONCRETE/MASONRYINSTAlL1TION
_ 2 1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTALLATION
MI WINDOWS AND DOORS, LLC
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED 1N ACCORDANCE WITH ASTM E2112
650 W. MARKET ST.
GRATZ, PA 17030
185 .PICTURE WINDOW
96" X 60" IMPACT
FINLESS INSTALLATION DETAILS
DRAWN: DWG NO.
V.L. 08-01613
SCALE
NTS I DAZE 06/04/12 1 S"-9 OF 12
L. ROBERTO LOMAS P.E.
1432WOODFORD RD LEWISVRLE. NC27023
434-688-0609 r8omes@lrl6irospe.com
SIGNED: 1110312016
'�/1fJi111}1
Luis R. Lomas P.E.
FL NO.: 62514
1 /2" MIN.
EDGE DISTANCE
WOOD FRAMING
1 1/4" MIN.
OR 2X BUCK
EMBEDMENT
METAL
BY OTHERS
STRUCTURE
BY OTHERS
1/4" MAX.
BACKER ROD &
SHIM SPACE
BACKER ROD & —�
APPROVED SEALANT
BEHIND FLANGE
RIGID FILLER
APPROVED SEALANT
#10 WOOD SCREW
BEHIND FLANGE
INTERIOR
EXTERIOR
#10 WOOD SCREW
EXTERIOR
BACKER ROD &
RIGID FILLER
APPROVED SEALANT
1/4" MAX.
BACKER ROD &
BEHIND FLANGE
SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE
WOOD FRAMING
1 1/4" MIN.
OR 2X BUCK
METAL
BY OTHERS
EMBEDMENT
STRUCTURE
BY OTHERS
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTAUA77ON
1 1/4" MIN.
EMBEDMENT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
# 10 WOOD
SCREW
1 /2" MIN.
EDGE DISTANCE
1/4" MAX.
r SHIM SPACE
RIGID FILLER
INTERIOR
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#10 SMS OR
SELF DRILLING
SCREWS
3/4" MIN
r EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
I
RIGID FILLER
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1/4" MAX.
F SHIM SPACE
3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
RIGID FILLER
INTERIOR
3/4" MIN.
EDGE DISTANCE
JF
EXTERIOR
METAL BACKER ROD &
STRUCTURE APPROVED SEALANT
BY OTHERS BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED INSTALLATION DETAILS 05/12/15 R.L.
REMOVED MONOLITHIC GLASS 08/12/16 R.L.
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WI'ITiASTM E2112
SIGNED: 1110312016
MI WINDOWS AND DOORS, LLC
R!!•1o��
650 W. MARKET ST.
GRATZ. PA 17030
`\\�5
�\ \•. •'• •.; dj �.
^1�� �v�GENs�`.9s
=•*• 0y� 51 *=
185 PICTURE WINDOW
96" X 60" IMPACT.
^
,TATF
FINLESS INSTALLATION DETAILS WITH RIGID FILLER
6E O �`
,
�0��•;LORIOP�:`i��
,�67�sI0NAI,��c�`��
DRAWN:
DWG NO.
REV
sr�LE
OS- 13
D
NTS DATE Er610
06/04/12 OF 12
Luis R. Lomas P.E.
FL 62514
L. ROBERTO LOMASP.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434.688.0609 dlamssfDlrlonnspe.wm
2 1/2' MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
a •„
a
1 1/4" MIN.
OPTIONAL 1X BUCK
a <, . , - e ° '
EMBEDMENT
SEE NOTES 3 — 7
a °'
SHEET 1
I
I/4" MAX.
BACKER ROD
SHIM SPACE
& APPROVED
SEALANT
RIGID FILLER
3/16" TAPCON
INTERIOR
EXTERIOR
BACKER ROD
3/16" TAPCON
& APPROVED
SEALANT
RIGID FILLER
1/4' MAX.
OPTIONAL 1X BUCK
SHIM SPACE
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
a q ° :. "° q
1 1/4" MIN.
n<. a
A
EMBEDMENT
< a.
tl2
I
1/2" MIN _
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY 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 Elf 12
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS q
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON a °a
• v
2 1/2" MIN. 'a
EDGE OISTAN E
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTILLATION DETAILS 05/12/15 R.L.
D REMOVED MONOLITHIC GLASS 08/12/16 1 R.L.
1/4" MAX.
SHIM SPACE
RIGID FILLER
INTERIOR
C ° EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND .FLANGE
JAMB INSTALLATION DETAIL
CONCRETFJMASONRY INSTALLATION
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030 —
185 PICTURE WINDOW
96" X 60" IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLER
DRAWN: OWC NO. RFV
V.L. OS-01613 B
SME NTS OA'E 06/04/12 ISIE171i bF 12
L. ROBERTO LOMASP.E
1432 WOODFORD RD LEWISVIL E• NC 27023
434-608-0608 Alom- CMIdarispe.com
SIGNED: 1110312016
NN. Nr�t R I'L b y�7ii�i
��D 61 ,• *=
TATH OF�lctz_
*//s,101 `1'F \�
Luis R. Lomas P.E.
FL No,: 62514