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Product Approval
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FL# FL15349-1112
Application Type Revision
Code Version 2017
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 J
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030 RECEIVED(717) 365-3300 Ext 2560
bsitlinger@miwd.com
FEB 14 ?n?o
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com ST. Lucie countyr Perffi9ning
Technical Representative
'RSASS
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
LUCompliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
U. Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
AAMA/WDMA/CSA 101/I.S. 2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/04/2019
Date Validated 06/04/2019
Date Pending FBC Approval
Approved for use outside HVHZ:Yes 47-R0 185 FXDf102822 Pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 10/28/2022
Other: LC-PG55,Missile Level D,Wind Zone 3. Installation Instructions
FL15349 R12 11 08-02947 2.pdf
Verified By:Luis R Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R12 AE 513781.Ddf
Created by Independent Third Party:Yes
15349.7 185 PW Impact _F73 x 61 Laminated Glass
I
Limits of Use Certification Agency`Certificate
Approved for use In HVHZ:No FL15349 R12 C CAC APC(12137 C7979.02.C7979,01-109-
Approved for use outside HVHZ:Yes 47-RO 185 FXD,(102822).pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 10/28/2022
Other:LC-PG55,Missile Level D,Wind Zone 3 Installation Instructions
FL15349-R12 11 08-02947 2. f
Verified By: Luis R Lomas, PE PE-625I4
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 P12 AE 513781.pd
Created by Independent Third Party:Yes
5349.8 185 PW Impact 72 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R12 C CAC APC pdf
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 FL15349 R12_ IJ-08-02948.pd
consisted of 5/32"tempered exterior-spacer-5/32"annealed Verified By: Luis R. Lomas, PE 62514
/0.100 Solutia Saflex HP/5132"annealed.Glass was bedded Created by Independent Third Party:Yes
in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports
FL15349 R12 AE 513782.pd
Created by Independent Third Party.Yes
15349.9 185 PW 1 Impact 1 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R12 C CAC APC 8272.pfff
Approved for use outside HVHZ.,Yes FLIS349_R12 C CAC APC 8273.pd
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 consisted Installation Instructions
of 118"annealed exterior-spacer-3/32"annealed/0.090 FL15349 R12 II_08mj016i4B.i&
Solutia PVB/3/32"annealed.Glass was bedded in Pecora 896 Verified By: Luis Roberto Lomas 62514
silicone with 5/8"glass bite. Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R12 AE 512278B.pd
Created by Independent Third Party:Yes
15349.10 185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ., No FL15349 R12 C CAC APC 7962,p(Lf
Approved for use outside HVHZ*Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes' 12/0512020
Design Pressure: +55/-55 Installation instructions
Other.FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R12 11 08-016138.pdf
consisted,of 5/32"annealed exterior-spacer-5/32"annealed Verified By: Luis Roberto Lomas 62514
/0.100 Solutia Saflex HP/5/32"annealed.Glass was bedded Created by Independent Third Party:Yes
in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports
FLIS349 R12 AE 512277B.pd
Created by Independent Third Party:Yes
Contact Us:.,2601 Blair Stone Read.,Tallahassee R 32399 Phone:850-48771824
The State of Florida is an AA/EEO employer.Copyright statement::Accessibility 2007-2013 State of Florida.::Florida.::Privacy _y Statement::Refund Statement
FloridaUnder law,email addresses are public records.it you do not want your e-mail address released in response to a public-retards request,do not send electronic
Mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,'licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 455,F.S.,please click hi-er—e.
Product Approval Accepts:
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. -
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 76. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
F
FBE AANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF MINIMUM SPECIFIC GRAVITY OF G=
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH
OF 3,192 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
PROVIDED. 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEETS 2 AND 3.
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.
SIGNED: 11/03/2016
MI WINDOWS MADK DOORS, LLC ET `\ �R�LL p //ii
GRATZ, PA 17030 �`\v•��CENSFgiP���
1B5 PICTURE WINDOW *41,
'o 51 *=
72" X 72" IMPACT ,o (�5 OF
NOTES ��6, AT OF
TABLE OF CONTENTS DRAWN: DWG NO. REV ii�O��tS�<0R10 G��\
SHEET NO. DESCRIPTION .LE DATE 08-02948s �/0/DNAjI������
1 NOTES NTS 09/12/16 1 OF 12
2 — 3 ELEVATIONS & GLAZING DETAILS L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
4 — 12 INSTALLATION DETAILS 434-688-0609 r0omas@Irlomaspawm
72" MAX FRAME WIDTH 72" MAX FRAME WIDTH REVISIONS
13 1 2" REV DESCRIPTION DATE APPROVED
13 1
3" MAX 3" MAX 3' MAX MAX O.C.
D.C.MAX O. 3" MAX -{
I
3" MAX
j j 3" MAX
13 1/2" MAX FOR NUMBER OF
O.C. ANCHORS REQUIRED
MAX �
72 72 MAX 1- SEE CHARTS 1 & 2
FRAME FRAME 13 1/2" MAX
HEIGHT HEIGHT O.C.
FOR NUMBER
0/0 OF REQUIRED ORS j
SEE
CHARTS 1 & 2
185 FIXED WINDOW 185 FIXED WINDOW DESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
±55.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
CHART#1
Number of anchor locations required with rigid fillers
Frame Frame width(in)
Height 24.00 30.00 36.00 4200 46.00 54.00 60.00 66.00 7200 NOTES.
(In) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S jJamb H&S jJamb H&S Jamb H&S Jamb 1. MAX D.L.O.:69"X 69'
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
54.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4
60.00 2 4 34 3 4 3 4 4 4 4 4 4 4 5 4 5 4
66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5
72.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5
SIGNED: 11/03/2016
CHART#2
Number of anchor locations required withoutrigidfillers MI WIND oWW W. MARKET
LLC \\\\`51?. Ib��//
Frame Frame width(in) ��J
GRATZ, PA 17030
Height 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 7200 \��. GENS�.•.cP i
(in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S jJamb H&S Jamb HIS Jamb H&S Jamb H8S Jamb 185 PICTURE WINDOW :*• 0 51/�
24.00 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 5 2 72" X 72" IMPACT _ �`
30.00 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 6 3 FLANGE & FINLESS ELEVATIONS & CHARTS ��0• TAT€�OF
36.00 2 3 3 3 3 3 3 3 4 3 4 3 5 3 6 3 6 3 i 0
4200 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 7 3 DRAWN: DWG NO. REV �iFS'c..R1�P
54.00 2 4 3 4 3 4 3 5 4 5 5 5 6 5 7 5 8 5 SCALE NTS DATE 09/12/16 08 SHHUT28 OF 12 ////SIOIIIAIII a\\\`
60.00 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 6 8 6 L.ROBERTO LOMAS P.E.
66.00 2 5 3 5 3 6 3 6 4 7 5 7 6 7 7 7 8 7 1432WOODFORDRDLEWISVILLE,NC27023 Luis R. Lomas P.E.
72.00 2 5 3 6 3 6 3 7 4 8 5 8 6 8 7 8 8 8 4.74-666-0609 rl/omaspIrlomaspe.mm FL No.: 62514
'
72" MAX FRAME WIDTH REVISIONS
72" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
13 1/2"
1MAX 13 1/2" MAX O.C. --{ 1" MAX 1" MAX MAX O.C. 1" MAX
"
MAX MAX
13 1/2" 13 1 2
MAX O.C. FOR NUMBER
MAX OF ANCHORS MA
REQUIRED
FRAME HEIGHT MAX CHART 3 MAX
FRAME 13/16"
HEIGHT FOR NUMBER OF
ANCHORS REQUIRED 5/32" ANN
SEE CHART 3 5/32" TEMP
/ .100" SAFLEX HP
PVB BY EASTMAN
#6 x 1 1/4" TEN 5/32" ANN
185 FIXED WINDOW 185 FIXED WINDOW DESIGNER SPACED 4" FROM
EXTERIOR VIEW EXTERIOR VIEW CORNERS AND 18" MAX
FININSTALLATION FININSTALLATION O.C. THEREAFTER
DESIGN PRESSURE RATING IMPACT RATING i INTERIOR
#55.OPSF LARGEANDSMALL 5/6" BITE SILICONE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 EXTERIOR l
GLAZING DETAIL
NOTES:
1. MAX D.L.O.:69"X 69"
SIGNED: 11/03/2016
CHART k3
Number of anchor locations required for Fin Installation MI WINDOWS AND DOORS, LLC
Frame Frame width(In) 650 W. MARKET T
GRA Z, PA 1 0 O \•�C ENS'�9di�i�
Height 24.00 30.00 36.00 4200 48.00 54.00 60.00 66.00 72.00
(in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S IJamb H&S IJamb H&S Jamb 185 PICTURE WINDOW *• 0 5 *=
24.00 3 3 3 3 4 3 4 3 5 3 5 3 6 3 6 3 7 3 72" X 72" IMPACT
30.00 3 3 3 3 4 3 4 3 5 3 5 3 6 3 6 3 7 3 FIN ELEVATIONS AND CHART ��0�• STAT OF
36.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 ��,c••,c ��
42.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 DRAWN: DWG NO. REV i��Fs,COR1QP G��\�
48.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5 6 5 7 5 caLE DATE 08 sOEET 46 //s/ON�ji1�?\\\\
54.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5 6 5 7 5 NTS 09�12�16 3 OF 12
60.00 3 6 3 6 4 6 4 6 5 6 5 6 6 6 6 6 7 6 L.ROBERTO LOMAS P.E.
66.00 3 6 3 6 4 6 4 6 5 6 5 6 6 6 6 6 7 6 1432WOODFORDRDLEWISVILLE,,NC27023 LOIS R. Lomas P.E.
72.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7 6 7 7 7 434-sae-0609 rllomasOlAomaspe.mm FL No.: 62514
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING3/4" MIN
OR 2X BUCK 1 1/4" MIN. METAL EDGE DISTANCE
BY OTHERS EMBEDMENT STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
1/4" MAX. T
BACKER ROD & SHIM SPACE
APPROVED SEALANT BACKER ROD &
BEHIND FLANGE APPROVED SEALANT
#10 WOOD SCREW BEHIND FLANGE #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
EXTERIOR INTERIOR
#10 WOOD SCREW _ NOTES:
#10 SMS OR 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
BACKER ROD & SELF DRILLING NOT SHOWN FOR CLARITY.
APPROVED SEALANT 1/4" MAX. BACKER ROD & SCREW 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BEHIND FLANGE r SHIM SPACE APPROVED SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112-IAL BEHIND FLANGE 1/4" MAX.
WOOD FRAMINGSHIM SPACE
OR 2X BUCK 1 1/4" MIN. METAL
BY OTHERS EMBEDMENT STRUCTURE
BY OTHERS
1/2" MIN I 3/4" MIN
EDGE DISTANCE IY'��� EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4° MAX.
1 1/4" MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
WOOD FRAMING
OR 2X BUCK r I
BY OTHERS
#10 SMS OR INTERIOR
#10 WOOD INTERIOR SELF DRILLING
SCREW SCREWS SIGNED: 11/03/2016
1/2" MIN. 3/4" MI� MI WINDOWS N. . AND DOORS, LLC ET ST. J %`'1R 1111111(11,
IL0 /���.
EDGE DISTANCE EDGE DISTANCE GRATZ, PA 17030 ``V•��GENS�4�,%
EXTERIOR 185 PICTURE WINDOW >>k40�
�OF
*=
METAL EXTERIOR 72" X 72" IMPACT BACKER ROD & STRUCTURE FLANGE INSTALLATION DETAILS ��D, T [vim
APPROVED SEALANT BY OTHERS BACKER ROD & �0�.
BEHIND FLANGE APPROVED SEALANT DRAWN: DWG NO.BEHIND REV i��Fs �OR10Q;
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL FLANGE SCALE DATE09/12/16
08 sOE�48
*11010MII
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION NTS 09/12/16 4 OF 12
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-666-0609 rllomas@lrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY 1 1/4" MIN.
BY OTHERS EMBEDMENT
' ° 1 1/4" MIN.
OPTIONAL 1X BUCK ° °- EMBEDMENT
SEE NOTES 3 — 7 °
SHEET 1 ° • a
CONCRETE/MASONRY
BY OTHERS 1/4" MAX.
BACKER ROD 1/4" MAX. SHIM SPACE
OPTIONAL 1X BUCK
& APPROVED SHIM SPACE SEE NOTES 3 — 7
SEALANT SHEET 1 INTERIOR
3/16" TAPCON 3/16" TAPCON °
EXTERIOR INTERIOR v —7:1
3/16" TAPCON
BACKER ROD 2 1/2
& APPROVED MIN. v °
SEALANT EDGE
_ 1/4" MAX. DISTANCE o • EXTERIOR
OPTIONAL 1X BUCK SHIM SPACE e
SEE NOTE 3 — 7 BACKER ROD
SHEET 1 & APPROVED
SEALANT
CONCRETE/MASONRY JAMB INSTALLATION DETAIL
BY OTHERS '° a 1 1/4" MIN. CONCRETE/MASONRYINSTALLATION
<
° ' °= EMBEDMENT
G•
SIGNED: 11/03/2016
2 1/2" MIN.
EDGE VERTICAL CROSS SECTION DISTANCE MI WINDOWS AND MADK DOORS, LLC `ET ST. \\\J\5�R Oii���
CONCRETE/MASONRYINSTALLATION GRATZ, PA 17030 \\,••��GENSF'9d+
185 PICTURE WINDOW f*• O,.S961
72" X 72" IMPACT _,fly ( ir`
FLANGE INSTALLATION DETAILS ��`• $TAT OF•�tu�
NOTES: DRAWN: DWG N0. REV � • CORI�P•\Z'\\�
NOT 1. SHOWN FORCLL�RIOR AND ERIORFINISHES,BYOTHERS, SCAL.
LE DATE 08-02948
8 02 4B 1111 I� 111�aG\`\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 5 O F 12
DESIGNED INACCORDANCE WITHASTM E2112
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomw lrlamaspe.wm
REVISIONS
1/2" MIN.
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 1 1/4" MIN. 3/4" MIN
OR 2X BUCK EMBEDMENT METAL EDGE DISTANCE
BY OTHERS STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
1/4" MAX.
BACKER ROD & SHIM SPACE
APPROVED SEALANT BACKER ROD &
BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER
#10 WOOD SCREW BEHIND FLANGE #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR INTERIOR
#10 WOOD SCREW EXTERIOR #10 SMS OR
SELF DRILLING NOTES.
RIGID FILLER SCREW 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
BACKER ROD & NOT SHOWN FOR CLARITY.
APPROVED SEALANT 1/4" MAX. BACKER ROD & RIGID FILLER 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BEHIND FLANGE SHIM SPACE APPROVED SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112
BEHIND FLANGE 1/4" MAX.
SHIM SPACE
WOOD FRAMING 1 1/4" MIN. METAL
OR 2X BUCK EMBEDMENT
BY OTHERS STRUCTURE T
BY OTHERS
1/2" MIN 3/4" MIN
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION
1 1/4" MIN. 1/4" MAX. 1/4" MAX.
SHIM SPACE
EMBEDMENT SHIM SPACE
WOOD FRAMING RIGID FILLERRIGID FILLER
OR 2X BUCK
BY OTHERS INTERIOR INTERIOR
#10 SMS OR
#10 WOOD SELF DRILLING SIGNED: 11/03/2016
SCREW SCREWS
T MI WINDOWS AND DOORS, LLC " 1R 11 LoW. y/z
50
1/2" MIN. 3/4" MIN. 6GRA Z, PAR117030v\'ET ST. -GENS'�9si���
EDGE DISTANCE ' F.
EDGE DISTANCE
J IBS PICTURE WINDOW _*• 0251 ��
EXTERIOR 72" X 72" IMPACT i o =
EXTERIOR METAL FLANGE INSTALLATION DETAILS WITH RIGID FILLER ��o• TAT OF
STRUCTURE i0�.•R .<4`
BACKER ROD & BY OTHERS BACKER ROD & DRAWN: DWG N0. REV ✓� �0R10P•
APPROVED SEA
JAMB INSTALLATION DETAIBEHIND L LANT JAMB INSTALLATION DETAILV
E BEHIND FLANGE APPROED �NT scAE NTS DATE 09/12/16 08- 29SHEET6B OF 12 /'//"fl/1IlAI�1%��\\\
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L.ROBERTOLOMASP.E' Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 dlomascWdomaspe.mm
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY 1 1/4" MIN.
BY OTHERS EMBEDMENT
a ° n a
° a a 1 1/4" MIN.
OPTIONAL 1X BUCK o EMBEDMENT CONCRETE/MASONRY
SEE NOTES 3 — 7 ° <
SHEET 1 � � � BY OTHERS o
.{ 1/4" MAX.
BACKER ROD 1/4" MAX. I SHIM SPACE
& APPROVED SHIM SPACE OPTIONAL 1X BUCK
SEE NOTES 3 — 7 RIGID FILLER
SEALANT SHEET 1
RIGID FILLER
a. o
3/16" TAPCON 3/16" TAPCON o INTERIOR
EXTERIOR INTERIOR
3/16" TAPCON a "
BACKER ROD 2 1/2 0
& APPROVED RIGID FILLER MIN. n
SEALANT EDGE
DISTANCE EXTERIOR
OPTIONAL 1X BUCK 1/4" MAX.SHIM SPACE
a >
SEE NOTE 3 — 7
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1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434.688-0609 Momas@71Aomaspe.com
1/2" MIN. REVISIONS
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L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL N o.: 62514
434-688-0609 rllomas@ldco pa.wm
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434-688-0609 rllomas@)1domaspe.wm
1/2" MIN. REVISIONS
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434-688-0609 rllomasCcdlrlemaspe.mm FL NO.: 62514
REVISIONS
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SEE NOTES 3 — 7 ° BY OTHERS a
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118 OF 12
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REVISIONS
REV DESCRIPTION DATE APPROVED
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#6 WOOD WOOD
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2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED 1N ACCORDANCE WITH ASTM E2112 L.ROBERLOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RDD LEWISVILLE,NO 27023 FL No.: 62514
434-666-0609 Alomas@fAamaspe.wm