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Product Approval
u�p p4. USER: Public User
Product Approval Menu > Product or Application
Search > Application List > Application Detail
FL #
FL15180-112
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Plastpro Inc. / Nanya Plastics Corp.
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext16
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbidgconsultants.com
Scott Johnson
5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Ron O'Connell
5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext16
ronoconnell@plastpro.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Archi
Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2021
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
FL15180 R2 COI (b) Certificate of Independencf
FILE COPY
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date
/Approved
`
Su i ary of Products
Standard
ASTM D1929
ASTM D2843
ASTM D635
ASTM D638
ASTM E1300
ASTM E84
ASTM G155
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architec
FL15180 R2 Equiv (b) Equiva ency of Standards
Method 1 Option D
08/17/2017
10/16/2017
10/17/2017
12/12/2017
#
Model, Number or Name
Description
15180.
a. Smooth / Wood Grain / White Wood
6'8 "Impact" Glazed Fiberglass Single
Grain / Rustic / Mahogany Series N
Sidelite(s) - Outswing (X, OX or XO, C
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
fL15180 R2 II (b) Inst 15180.1.pdf
Verified By: Lyndon F. Schmidt, P.E.
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party:
Design Pressure: N/A
Evaluation Reports
Other: See INST 15180.1 for Design Pressure Ratings, any
FL15180 R2 AE (b) Eval 15180.1.p_d
Created by Independent Third Party:
additional use limitations, installation instructions and product
particulars.
15180.2
b. Smooth / Wood Grain / White Wood
6'8 "Impact" Glazed Fiberglass Double
Grain /Rustic / Mahogany Series N
"Impact" Sidelites - Outswing (XX or C
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15180 R2 II (b) Inst 15180.2.pddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E.
Impact Resistant: Yes
Created by Independent Third Party:
Design Pressure: N/A
Evaluation Reports
Other: See INST 15180.2 for Design Pressure Ratings, any
FL15180 R2 AE (b) Eval 15180.2.pdd
additional use limitations, installation instructions and product
Created by Independent Third Party:
particulars.
15180.3
c. Smooth / Wood Grain / White Wood
8'0 "Impact" Glazed Fiberglass Single
Grain / Rustic / Mahogany Series N
Sidelite(s) - Outswing (X, OX or XO, C
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15180 R2 II (b) Inst 15180.3.pdf
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White !Mood Grain
q Rustic / Mahogany
Series N Fiberglass Door
F OUTSWING
GENERAL NOTES "IMPACT
1• This product has been evaluated and is in compliance with the 6th Edition (20M Florida Building
Code (FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in the'HVHZ" this product compiles with Section 1626 of the Florida Building Code and
n does not require on impact resistant covering.
3
4. When used in areas requiring wind bome debris protection this product complies with FBC Sections
8 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile
n level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 &
i" R301.21.2.1.
3
ES. For 2z stud framing consfruction, anchoring of these units shall be the some as that shown for 2X
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by
_ a licensed engineer or registered architect.
3
7. Outswing configurations meet water infiltration requirements for'HVHZ'.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel details and gloarg dotal
3
Sidene panel details and glaring octal
4
Elevations
5
Hofimntal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anc aring
9
Romeanchoring
10
Bll of materials and components
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OUTSIVING
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X
37.5" X 80.5"
20.5" X 62.63"
+50.0
-50.0
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76.25" X 80.5"
20.5" X 62.63"
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-50.0
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20.5" X 62.63"
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PLASTPRO INC.
nBERGIASS DOOR
mocumn�na PnPona 0r .(
LynAen F. SmhmTEe
V.E. No. 43409 ''q` YONAII
BUILDING CONSULTANT", INC.
)/{] P.O. Box 230. Vold. , M 33585
Phone No.: 813.659.9197
FBPE CA No. 9813
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REVISIONS
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us �IE
d Florida
l�, `; °•!I Product Approval
'r USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL17499-RS
Application Type
Revision
Code Version
2017
Application Status
Approved
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
*Approved by DBPR. Approvals by DBPR shall be
POC and/or the Commission if necessary.
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext2560
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
AAMA/WDMA/CSA 101/I.S.2/A440
FILE COPY
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option A
03/18/2019
03/18/2019
03/27/2019
L #
Model, Number or Name
Description
17499.1
185 SH
36x84 Fin/Flange Frame IG/SG Impac
Li " 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 RS C CAC AP (13278) ]�
FL17499 R5 C CAC APC (13279) 1�
FL17499 R5 C CAC APC (13280) 1-�
FL17499 R5 C CAC APC (13292)-F
Quality Assurance Contract Expira
10/17/2023
Installation Instructions
FL17499 R5 II 08-02545B.pr�f
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:
Evaluation Reports
FL17499 R5 AE 513321E-3 Rdf
Created by Independent Third Party:
17499.2
185 SH
52x72 Fin/Flange Frame IG/SG Single
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
Certification Agency Certificate
FL17499 R5 C CAC APC (13269) 1
FL17499 R5 C CAC APC (13270) 1
FL17499 R5 C CAC APC (1 271) I�
FL17499 R5 C CAC APC (13361) 1E
Quality Assurance Contract Expira
10/08/2023
Installation Instructions
FL17499 RS II 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:
Evaluation Reports
FL17499 R5 AE 513327B-4 psif
Created by Independent Third Party:
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single
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*
Certification Agency Certificate
FL17499 R5 C CAC APC (13272)JF
FL17499 R5 C CAC APC (13273) 1L
FL17499 R5 C CAC APC (13274)-!-E
FL17499 R5 C CAC APC (13363)_F
Quality Assurance Contract Expira
10/17/2023
Installation Instructions
FL17499 R5 II 08-02550B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:
Evaluation Reports
FL17499 R5 AE 513328E-S.pdf
Created by Independent Third Party:
17499.4
185 SH
36x71 Fin, Finless, Flange Frame IG S
Limits of Use I
Certification Agency Certificate
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.
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 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RFOUIRFD 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.
RENSIONS
OESLRIPIION pAM I MPRWEO
REVISED ANCHOR SPACING & CHARTS 07/I1/16 R.L.
REVISED GLASS 10/02/17 R.L.
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE I110 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" TAPCCNS 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 ANCHORINGTHROUGH 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,OOOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KS1/FU=52KS1 OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET N0. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
NOTES
N.G.
NTS
08-02545
OF 11
SIGNED: 127T 4 m7
rJ\S�G O
EN9� y
;A TTTAATTE OF ; Ev:
b"•,<0R1OP•
SS�ONAIL 11Ea6\��
Luis R. Lomas P.E.
FL No.: 62514
36" MAX _
FRAME WIDTH
16" {
2 MAX MAX
O.C.
16"
MAX OO.C. /
84" 1_ /
MAX
FRAME
HEIGHT
2" MAX
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE 8 FINLESS INSTALLATION
SEE CHART Nf FOR SMALLER UNITS REOUIREDANCHORS
36" MAX
FRAME WIDTH
16"
2" MAX MAX --I —{ 2" MAX
O.C.
2
T—
16"
MAX OO.C.
1_
84"
MAX
FRAME /
HEIGHT
u
X
/
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE 8 FINLESS INSTALLATION
SEE CHART#I FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACTRATING
355.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONES
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.D.: 33 1/8" X 45'
RIMSIONS
P[V OEYPIPiION 01iE MPflQVFe
A REVISED ANCHOR SPACING & CHARTS OJ/it/16 R.L.
B REVISED GV S 10/02/17 I R.L.
CHART #1 FLANGE B FINLESS INSTALLATION
Number of anchor locagons required
Frame
Frame Width in
Height
18.00
1 24.00
1 30.00
36.00
(in)
Head
I Jamb
I Head
Jamb
Head
I Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
3
30.00
2
3
3
3
3
3
3
3
36.00
2
1 3
1 3
3
3
3
3
3
4ZOO
2
1 4
1 3
4
3
4
3
4
48.00M26
3
4
3
4
3
4
54.003
5
3
5
3
5
60.00
3
5
3
5
3
5
66.00
3
5
3
5
3
5
7ZOO
3
6
3
6
378.00
3
6
384.00
3
6
3
6 13
6
SIGNED: 1211412017
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
�97
N.G. 08-02545 B
SCPI.E NTS omt 12/09/2014 15HM2 OF 11
Luis R. Lomas P.E.
FL No.: 62514
36" MAX
FRAME WIDTH
10"
2" MAX MAX —{ 2" MAX
O.C.
10 MAX 0
D.C.
84" 1- /
MAX
FRAME
HEIGHT
,X
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHARTAI? FOR SMALLER UNITS REQUIRED ANCHO
RENSIONS
36" MAX RLV DEGCRIPTON wTE APMMD
FRAME WIDTH
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
10"
2" MAX MAX 2" MAX B REVISED GVSS 10/02/17 R.L.
O.C.
10" MAX 0
o'-
.1c
MAX
FRAME
HEIGHT
4
X
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART A2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURERATING
IMPAC7RATING
t55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D. WIND ZONES
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"
CHART #2 FIN INSTALLATION
Number OLanchorlooatlonsrequired
Frame
Frame
Width in
Height
18.00
24.00
1 30.00
1 36.00
(in)
H6S
Jamb
HdS
Jamb
jH&SIJamb
IH&S
IJamb
24.00
3
1 3
3
3
4
3
1 5
13
30.00
3
4
3
4
4
4
5
4
36.00
315
3
5
4
5
5
5
42.003
5
4
525
5
48.003
6
4
6
SCOO
3
B
4
6
60.00
3
7
4
7
66.00
3
8
4
8
72.00
3
8
4
8
78.00
3
9
4
9
84.00
319
3
9
4
9
5
9
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FIN ELEVATIONS
DRnwN: DwG N0.
N.G. 08-02545
5ME NTS 0-E 12/09/2014 ISHEU3 OF 11
L.ROEERTOLOMASP.E.
1432WDDDFono RO LEWiSVILLE N027=
4344e30603 momas®Momes,i
SIGNED: 1211412017
.,wwIII"
Luis R. Lomas P.E.
FL No.: 62514
1 /2" MIN
EDGE DISTA NCE
PE SIONS
REV
OLSCRIp¶ON
CAM
APPROVED
WOOD FRAMING
A
I REVISED ANCHOR SPACING & CHARTS
107/11/15
_
R.L.
OR 2X BUCK
I B
REVISED GVSS
10/02/17
R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD
& APPROVED
1/4" MAX.
SEALANT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR k
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
1 1/4" MIN, 1/4" MAX.
EMBEDMENT SHIM SPACE
I MIN
N INTERIOR
EDGE
DISTANCE
b10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
\\X��110.1ICIp
�� �S R. 4j,
GRATZ, PA 17030-0370
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L. ROBERTO LOCUS P.E
1432W ODFORDROLEMSVXLE,NC2702S
430F664609 rlbmaxpblamaspa.rom
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2" MIN
rl EDGE DISTANCE
9 1/4" MAX.
SHIM SPACE
7
RENSIONS
DESCRIGRON we I PPPROVEO
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED CLASS 10/02/17 R.L.
1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING (DLO SMS OR
SCREW SELF DRILLING INTERIOR
INTERIOR SCREWS
1/2
MIN.
EDGE
DISTANCE
EXTERIOR METgZ L EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METI
STRUCTUF
BY OTHER
SILL TO BE SET
W A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
ll�/II7AA/
650 WEST MARKET STREET
GRATZ, PA 17030-0370
\AVV�ttR
D 61 *�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 64"— LMI
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FLANGE INSTALLATION DETAILS
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L ROBERTO LOMAS P.E.
II WOODFORD RD LE'MSVILLE. NC 2=3
asa.see.ocos AomasCavkmespe.rom
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS 'O °
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
2 1/2" MIN.
EDGE DISTANCE
° 1 1/4" MIN.
°a 4 EMBEDMENT
MAX.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS r—
ROnsDNs
REV DESCPIPTON p.1iE ^PPRWED
A REVISED ANCHOR SPACING h CRARTS 07/11/16 F,L.
B REVISED GLASS 10/02/17 R.l
I. 1/4" MAX.
SHIM SPACE
IIIII
3/16" TAPCON
3/16" TAPCON
W
OR
INTERIOR
2 I
*BACKER
MIN.
N.
EXTERIOR
EDGE
v
DISTANCE
•R
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
BACKER ROD
CONCRETEIMASONRY INSTALLATION
& APPROVED
SILL TO BE SET
SEALANT
IN A BED OF
APPROVED
NOTES:
OPTIONAL 1X BUCK
STRUCTURAL
1.INTERIOR AND EXTERIOR FINISHES BYOTHERS,
NOTSHOWNFORCLARITY,
SEE NOTE 3 7
SEALANT
2 PERIMETER ANDJOINTSEALANTBYOTHERS TO BE
SHEET I
1/4" MAX
DESIGNED/NACCORDANCE WITH ASTM E2112
SIGNED., 1211412017
r SHIM SPACE
CONCRETE/MASONRY
MI WINDOWS AND DOORS, LLC
01111111/////
BY OTHERS
650
PA 1STREET 7030-0370
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LROBERTOLOMASP.E
1492W DFORDRDLEWISVILLE, NG2)029
LOTS R. Lomas P.E.
494EB 609 ftmasgWcmasps.=
FL No.: 62514
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
;ILL TO BE SET
N A BED OF
,PPROVED
JRUCTURAL
iEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOIWSEALANTBYOTHERSTOSE
DESIGNED INACCOROANCE WITHASTM E2112
RMSIONS
OfSUIPTDN OAlE I APPROVED
REVISED ANCHOR SPACING & GHARi$ OJ/I1/16 R.L.
REVISED GLASS 10/02/17 1 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
i
1/2"
MIN INTERIOR
EDGE
DISTANCE
#10 WOOD
SCREW
L`
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED.' 1211412017
M WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRAT2, PA 17030-0370
0111IIIIIIIYX
` r••yVGE NgF.'9j,�i
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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FINLESS INSTALLATION DETAILS
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8
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L.ROBERTOLOMASSP.E
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4345RBM09 NI mas6Inomas swrN
Luis R. Lomas P.E.10.J2WOODFORD
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
" MIN
IISTANCE
1/4" MAX.
SHIM SPACE
"'•' #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND El ERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM ERI12
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
PENSIONS
OMCRIPnON i— -1-00
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED CUSS 10/02/17 R.L.
1/4" MAX.
SHIM SPACE
10 SMS OR
SELF GRILLING INTERIOR
SCREWS
1/2"
IN
MIN.
EDGE
DISTANCE
EXTERIOR
BACKER ROD
STRUCTURE
& APPROVED
BY OTHERS
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
1RIILo7jAi
650 S GRATZ,PA 1STREETT MARKET
7030-0370
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IU WOODFORD RO LEMSVILLE NO2M29
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FL NO.: 62514
2 1/2" MIN.
RLNslorls
EDGE DISTANCE
Rtv oLscRlRnoR
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CONCRETE/MASONRY
- .
A RENSED ANCHOR SPACING & CHARTS
07/11/16 R.L.
BY OTHERS
n-
B REVISED GVSS
10/02/17 R.L.
OPTIONAL 1X BUCK
4 EMBEDMENT 4"MIN
SEE NOTES 3 — 7
SHEET I
—�
1 1/4" MIN.
I
EMBEDMENT
CONCRETE/MASONRY
1/4" MAX.
BY OTHERS OPTIONAL 1X BUCK
BACKER ROD
SHIM SPACE
SEE NOTES 3 — 7
& APPROVED
SHEET 1
SEALANT
3/16" TAPCON
3/16" TAPCON •a. 7/q" MAX.
INTERIOR
SHIM SPACE
' ° �• INTERIOR
2 1 /2" >
MIN. c
EDGE
EXTERIOR
DISTANCE
.a ... EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMS INSTALLATION DETAIL
SILL TO BE SET
CONCRETE/MASONRYINSTALLATION
BACKER ROD
IN A BED OF
APPROVED
& APPROVED
STRUCTURAL
SEALANT
SEALANT
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS
OPTIONAL 1X BUCK
1/4" MAX,
NOTSHOWNFORCLARITY.
SEE NOTE 3 — 7
C SHIM SPACE
2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE
SHEET 1
DESIGNED INACCORDANCE WITHASTME2112
SIGNED: 1211412017
CONCRETE/MASONRY
MI WINDOWS AND DOORS, LLC
yuIINIII
BY OTHERS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
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FINLESS INSTALIATION DETAILS
�p • TAT OF CC
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scxL NTS 0"1E 12/09/20148 s"O2545 OF 11
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Luis R. Lomos P.E.
e344884609 Obmes@ N=esP wm
FL No.: 62514
Y
RENSONS
q(y
p6CRIPIION
MlE PGPRGVFp
APPROVED
4" MIN.
EMBEDMENT
A
REVISED ANCHOR SPACING &CHARTS
O0/0 /16 IR.L.
SEALANT
BEHIND FIN
WOOD
6
REMSEO OIl55
1/2/17 R.L.
FRAMING
BY OTHERS
1/4" MAX.
_F SHIM SPACE
7/16" MIN
EDGE DISTANCE
'
#8 WOOD SCREW
WOOD FRAMING �{
BY OTHERS _ r
1/4" MAX
SHIM SPACE
#8 WOOD
II III
SCREW
1 1/4"
INTERIOR
MIN.
EMBEDMENT
EXTERIOR
�-
INTERIOR
APPROVED
SEALANT
BEHIND FIN
7/16' MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
L�
NOTES:
I. IN7ERIORAND EXTERIOR FINISHES. B✓OTHERS.
1/4" MAX
r SHIM SPACE
NOTSHOWNFORCLARITY.
2 PERIMETER AND JOINTSEAIANT BYOTHERS TO BE
DESIGNED WACCORDANCE W/THASTME2112
SIGNED: 1211412017
7/16" MIN
EDGE DISTANCE
MI AND DOOLLC
#5 WOOD
WOOD
60DOET
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SERIES 185 ALUMINUM
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DETAILS?�,i
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SEALANT
BEHIND FIN
FIN INSTALLATION
No. RB
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Luis R. Lomas P.E.
FL No.: 62514
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2 3/16" -- 1 7/8"
L-T
2 3/16.. (-
RAME HEAD F RAME JAMB
0
M48501 CM-iB503
ALUMINUM 6083-75.050'THICK ALUMINUM 6063-T5.050-THICK
2 5/16" —I
3 3/8"
FLANGE FRAME SILL
CM48502
ALUMINUM 6063-T5.055' THICK
FINLESS FRAME SILL
CM-I8554
ALUMINUM 6063.T5.055- THICK
2 3/16" —
5 /16"
P.1
FINLESS FRAME HEAD
CM-18563
ALUMINUM 6063-T5.050-THICK
2 5/16" 1
S 3/4"
L
FIN FRAME SILL
CM-18509
ALUMINUM 6063.T5.055- THICK
1 3/8T--
2 }/16"
LIE, I
FINLESS FRAME JAMB
CM-16513
ALUMINUM 6063-T5.050'THICK
2 3/16"
2 5E
"
FIN FRAME HEAD
CM-18508
ALUMINUM 6063.T5.050-THICK
7 7/16" �{ 2 3/8"
5/8i� 1 1/8•' f____L
2 5/16" 2 3/16"
1 3/� 4,.� E161
E
LOCK RAIUST4
ILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM-18555 CM-18504 CM-18510
ALUMINUM6063-T5.062'THICK ALUMINUM6063-T5.050'THICK ALUMINUM606345.055'THICK ALUMINUM 600.TS.050'THICK
1"
GLAZING BEAD
CM-IM5
RIGID PVC.050'THICK
L113/8" r
5/16"
T SAS
CM18507
ALUMINUM 6063-T5.03-T5.050'7HICK
RENSIONS
RFI OESCRIPiION ¢01E gPPRpvEp
A REVISED ANCHOR SPACING & CRARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
1/8" ANN.
3/32 ANN.
.090 PV8 BY KURARAY
3/32" ANN.
EXTERIOR METAL REINFORCED
BUTYL SPACER
L_ INTERIOR
1/2" BITE SILICONE
SEALANT
SETTING BLOCK
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
COMPONENTS
IN.G�08-02545 1a02545 1a
�SVLE NTS IWE 12/09/2014 5NEn 11 OF 11�12/09/2014 5XEE111 OF 111
434-686-0609
SIGNED: 1211412017
Luis R. Lomas P.E.
FL No.: 62514