HomeMy WebLinkAboutProduct Approval- fixed 4/18/2017 W� Florida Building Code Online ---+
Professional
rc
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
b
a
Product Approval
r 0 USER: Public User
Product Approval Menu>Product or ApDlication Search>Application List>Application Detail
• FL# FL15349-R8
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
f by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
• Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
Equivalence of Product Standards
Certified By 1
Product Approval Method Method 1 Option A
Date Submitted 11/18/2016
Date Validated 11/18/2016
Date Pending FBC Approval YY
Date Approved 12/01/2016
https:/Avww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWianDWDAgM3ZO7v%2gz55PiLsp/o2fQnO2HE8xPA%3d°/p3d 1/3
a
4/18/2017 Florida Building Code Online
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 R8 C CAC APC 12786.Ddf
Approved for use outside HVHZ: Yes FL15349 R8 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
FL15349 R8 II 08-02357B.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R8 AE 513124B.Ddf
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 FL15349 R8 C CAC APC 15350.pdf
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 R8 II 08-02949.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R8 AE 513783.odf
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 FL15349 R8 C CAC APC 15454.Ddf
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 R8 II 08-02948.pdf
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 R8 AE 513782.Ddf
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 FL15349 R8 C CAC APC 8272.Ddf
Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.Ddf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2021
Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions
consisted of 1/8" annealed exterior- spacer- 3/32" annealed FL15349 R8 II 08-01614B.Ddf
/0.090 Solutia PVB/ 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514
Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R8 AE 512278B.Ddf
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 R8 C CAC APC 7962.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2020
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.Ddf
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
FL15349 R8 AE 512277B.pdf
Created by Independent Third Party: Yes
15349.E 185 PW Impact 73 x 61 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/28/2017
Design Pressure: +55/-55 Installation Instructions
https:/Avww.fl or idabui ldi ng.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgtH 8572gvdW ianD W DAgM 3ZO7v°/u4 z55Pi Ls%2fQnO2H E8xPA%3d%3d 2/3
L- -
4/18/2017 Florida Building Code Online
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947.pdf
consisted of 1/8" annealed exterior- spacer- 1/8" annealed/ Verified By: Luis Roberto Lomas 62514
0.090 PVB/ 1/8" annealed. Glass was bedded in Pecora 896 Created by Independent Third Party: Yes
silicone with 5/8" glass bite. Evaluation Reports
FL15349 R8 AE 513781.pdf
Created by Independent Third Party: Yes
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records 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 emails 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 if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
® eCt.k
Credit Card
Safe
https:/Avww.floridabui ldi ng.org/pr/pr_app_c tl.aspx?param=wGE\/XQwtDgtH 8572gvdW[anDWDAgM 3ZO7vp/p4z55Pi Lsg/p2fQnO2H E8xPA%3d%3d 3/3
REV610HS
RE, OESCRVnON DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L
B REVISED NAME AND ADDRESS 10/27/16 R.L
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.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
HE
2. WOOD FRAMING AND MASONRY OPENING BE DESIGNED AND ANCHORED T PROPERLY 16. 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 UN IT5 MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHORED 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:
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048' FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2.
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 ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS 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: 1111512016
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST. ��`�J\�?R•L 04f9
GRATZ, PA 17030 `♦,,•�\GENsh• s%
SERIES 185 ALUMINUM FIXED WINDOW *• D,b951
73" X 72" NON—IMPACTS E NOTES !�o, $TAT OF 4,�
TABLE OF CONTENTS DRAWN: oxc No. nLv �'�••'cZOR10P• w
SHEET NO. DESCRIPTION J.L 08-02357 B ��� s/pNAt E,G`
1 NOTES WALE NTS °ATE 09/03/14 1 5XEL7 1 OF 12
2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L ROBERTO LOAAS P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
4 — 12 INSTALLATION DETAILS 434-6e6-0609 nlo &Ir nui*e.ca" FL No.: 62514
m
72 1/2" MAX FRAME WIDTH REV Dt5a8 REv�sla+sP110a DATE nPPROVEO
6" MAX 18" MAX O.C. 6" MAX
NOTES: A REVISED INSTALLATION DEiNLS 06/07/15 R.L.
1. MAX/MUM D.LO.: 69 3/4'X 68 3/4' D REVISED NAME AND ADDRESS 10/27/16 R.--tL.
/ CHART 8'1
18" j Number of anchors required(without rigid fillers)
MAX O.C. Fame Fame width In
Height 24.00 30.00 36.00 4200 48.00 54.00 60.00 66.00 72.50
(In) H6S mb N6S amb H6S Pamb H&S Jamb H&S IJambj H&S Jamb H&S amb H&S amb H&S amb
24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
71 1/2" 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3
MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3
FRAME
HEIGHT 48.00 2 3 2 3 3 3 3 J 3 3 4 3 5 3 6 3 6 3
j 60.00 2 4 2 4 3 ! 3 4 3 4 4 4 5 4 6 4 7 4
60.00 2 4 2 4 3 4 3 5 3 5 4 S 5 5 6 5 7 5
66.00 2 4 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 6
71.S0 2 5 2 5 3 5 3 6 3 6 4 7 5 7 6 7 7 7
REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW
1 & #2 EXTERIOR VIEW
FOR NUMBER OF CHART#2
ANCHORS REQUIRED Number of anchors required(with rigid fillers)
72 1/2' MAX FRAME WIDTH game Fame width(in)
6" MAX 1$" MAX O.C. Haight 24.00 30.00 36.00 4200 48.00 54.00 60.00 6600 72.50
-'•{ 6 MAX (in) _H&S PambFH&S amb H&S Pamb H&S Pamb H&S Pamb H&S amb H&S amb H65 Jamb H&S amb
24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 _
F6' 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
12.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
48.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
SI.00 2 4 2 4 3 4 3 4 3 1 4 4 4 4 4 4 5 4
L 60.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
71 1/2• t8• 66.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
71.50 2 5 2 5 3 5 3 5 3 5 4 5 4 5 4 5 5 5
MAX MAX O.C.
FRAME SEE SHEETS 4-7 FOR INSTALLATION DETAILS
HEIGHT
SIGNED: 1111512016
MI ""WINDOWS oaD W. MARKET
LLC R.LO'�
REFER TO CHARTS GRATZ, PA 17030 `�,••�VGENSF•d'
1 dt �!2 SERIES 185 ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW _*• 0 5 *=
EXTERIOR VIEW 73 X 72 NON-IMPACT
FOR NUMBER OF _
=o"' SSS
ANCHORS REQUIRED FLANGE dt FINLESS ELEVATION do CHARTS �¢7, TAT OF �i�,
DESIGN PRESSURE RATINGL7CTREATINGDRAWN: gym,No. 08-0022357REv O0 RI P GA;�t60.OPSF NON ��
NTS 09/03/14 1 SHL7 2 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 Abmas@6bmasp&w.
72 1/2` MAX FRAME WIDTH
Kv o1sa0PrwN DATE rPPROVtID
6` MAX 18 MAX O.C. 6" MAX A REVISED INSTALLATION DETAILS 06/01/15 R.L.
4 8 REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. MAXIMUM D.L.O.: 69 374'X 68 3i4'
18"
MAX O.C.
I
71 1/2"
MAX
FRAME
HEIGHT
CHART 4li
Number of anchors required(fin installadon)
Frame Frame width(1n)
SERIES185ALUMINUM FIXED WINDOW Height 24.00 30.00 36.00 42.W44
S4.o0 60.00 66.00 7250
REFER TO CHART �j3 EXTERIOR VIEW IIN HAS amb HAS amb H6S Jamb N65 HASJamb H65 amb H65 amb H65 amb H65 Jamb
FOR NUMBER OF
ANCHORS REQUIRED 24.00 3 3 3 3 3 3 4 d 3 5 3 5 3 6 3
30.00 3 3 3 3 3 3 4 4 3 5 3 5 3 6 3
72 1/2" MAX FRAME WIDTH 36.00 3 3 3 3 3 3 4 4 3 5 3 5 3 6 3
42.00 3 4 3 4 3 d 4 4 4 5 4 5 4 6 4
6" MAX 18" MAX O.C. �{ 6" MAX 48.00 3 4 3 4 3 4 4 4 4 5 4 5 4 6 4
54.00 3 4 3 0 3 4 4 4 4 5 4 5 4 6 4
60.00 3 53 5 3 5 4 4 5 5 5 5 5 �6L5
66.00 3 5 3 5 3 5 4 4 5 5 5 5 5 71.50 3 6 3 6 3 6 4 6 4 6 4 6 5 6 5
00 SEE SHEET 8 FOR INSTALLATION DETAILS
18
MAX-1 D.C.
I
71 1/2"
MAX
HFEIIGGHT / SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST. ����J\�?R•C �f9�i�
REFER TO CHART /3 GRATZ, PA 17030 `�v,•��G E A(,q +�=
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW =*• D b
73" X 72" NON—IMPACT
ANCHORS REQUIRED EXTERIOR VIEW — —
=v AT FIN ELEVATION do CHART �}1, STATE OF �4t4,r�
DESIGN PRESSURE RATING IMPACT RATING WAWN: M NO. �, %4.c�S a4ORVD G� \
t60.OPSF NONE DATE 08-5o�2T357 B //',S/ I�ONA� ��`\\
NTS 09/03/14 3 OF 12
L.ROBERTO LO"4S P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEMSVILLE.NC 27023 FL No
62514
434-688-0609 Abmas@fd=.spe.mm
REVISIONS
1/2" MIN. REV DESCRIrnON w1E nRVRovE0
EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS 1/4" MAX.
SHIM SPACE
1/4" MAX.
BACKER ROD SHIM SPACE BACKER ROD
& APPROVED & APPROVED
SEALANT SEALANT
# WOOD SCREW #10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD RIGID FILLER BACKER ROD fiw
& APPROVED & APPROVED RIGID FILLER
1/4" MAX.
SEALANT SHIM SPACE SEALANT 1/4" MAX.
_� SHIM SPACE
WOOD FRAMING �� METAL
1 1/4" MIN. NOTES:
OR 2X BUCK EMBEDMENT STRUCTURE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS.
BY OTHERS BY OTHERS
NOT SHOWN FOR CLARITY.
3/4" MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN. 1/4" MAX. 1/4" MAX.
EMBEDMENT F SHIM SPACE SHIM SPACE
T T -
1/2" MIN. 3/4" MIN.
EDGE DISTANCE INTERIOR EDGE DISTANCE INTERIOR SIGNED: 1111512016
{ MI WINDOWS AND DOORS, LLC `����11II1IIII�,�
6 MARKET41
#10 WOOD #10 SMS OR GRATZ, PA17030 �` giP���
SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW —*• 0 51 k_
SCREWS 73" X 72" NON—IMPACT
WOOD FRAMING EXTERIOR EXTERIOR —' � �_
OR 2X BUCK METAL FINLESS INSTALLATION DETAILS WITHOUT FILLERS ��0• TAT OF tv�
BY OTHERS BACKER ROD STRUCTURE BACKER ROD DfAwN: OWG NO. REV ��'c••�[
& APPROVED BY OTHERS & APPROVED iiccAs'.....OR1�
SEALANT SEALANT SCALE DATE OS SOEE357 B ��iZ/01YALIE���`�
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL NT5 09/03/1 a 4 OF 12
WOOD FRAMING OR ZX BUCK INSTALLA 77ON METAL STRUCTURE INSTALLATION L.ROBERTOLOA44SRE Luis R. Lomas P.E.
1432 WOOOFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-W8-0609 dlb ss@Yla pe.c
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY _
BY OTHERS "
•° e - •� 1 1/4" MIN.
° 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK � - °-
SEE NOTES 3 — 7 ° EMBEDMENT
SHEET 1 �f
BACKER ROD 1/4" MAX, CONCRETE/MASONRY
& APPROVED SHIM SPACE BY OTHERS 1/4" MAX.
SHIM SPACE
SEALANT OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON
c
EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
3/16" TAPCON °
BACKER ROD
& APPROVED °
SEALANT °
OPTIONAL 1X BUCK 1 1/4" MAX. 2 1/2"
SEE NOTE 3 — 7 SHIM SPACE MIN. c °. .a
SHEET 1 EDGE
DISTANCE EXTERIOR
CONCRETE/MASONRY BACKER ROD
BY OTHERS - ° -° -° n 1 1/4" MIN. & APPROVED
a'
EMBEDMENT SEALANT
JAMB INSTALLATION DETAIL
° e- CONCRETE/MASONRY INSTALLATION
d •
2 1/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
SIGNED: 1111512016
MI WINDOWS MA DOORS, LLC
650 W.
MARKET
\\\`J\S�IR ItLOl 9/I
GRATZ, PA 17030 `�,••��GENS+�.•�+%
NOTES: SERIES 185 ALUMINUM FIXED WINDOW =*• 0 5 *-_
1.INTERIORAND EXTERIOR FINISHES.BYOTHERS, 73" X 72" NON—IMPACT — f1Jt y
NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS WITHUT FILLERS N-4T
OF �2.PERIMETER AND JOINT SEALANT BY OTHERS TO BEPDESIGNED INACCORDANCEWITHASTME2112 DRAWN: Dwc NO. OS-02357 RE0RI�13
SCALE NTS DATE 09/03/14 SHEET 5OF 12NA
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 dA masoINOmaspe.c
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L.
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS 1/4" MAX.
SHIM SPACE
4" MAX.
BACKER ROD M SPACE BACKER ROD
& APPROVED FILLER & APPROVED RIGID FILLER
SEALANTSEALANTyW000 SCREW #10 SMS OR
SELF DRILLING
SCREW
EXTERIOROFRIGID
INTERIOR EXTERIOR INTERIOR
#10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD RIGID FILLER BACKER ROD
RIGID FILLER
& APPROVED 1/4" MAX. & APPROVED
SEALANT SHIM SPACE SEALANT 1/4" MAX.
f- SHIM SPACE
WOOD FRAMING �� METAL
1 1/4" MIN. NOTES:
OR 2X BUCK EMBEDMENT STRUCTURE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
BY OTHERS BY OTHERS
NOT SHOWN FOR CLARITY.
3/4" MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN. 1/4" MAX. 1/4" MAX.
EMBEDMENT SHIM SPACE SHIM SPACE
T_ RIGID FILLER RIGID FILLER
1/2" MIN. 3/4" MIN. SIGNED:11/15/2016
EDGE DISTANCE INTERIOR EDGE DISTANCE INTERIOR
MI WINDOWS AND DOORS, LLC \\��111IIIIIII���
650 W. MARKET ST. `����g R• ..4fy
#10 WOOD #10 SMS OR GRATZ, PA 17030 ` •I,GENSF
SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW =*• 0 5 k
SCREWS
WOOD FRAMING EXTERIOR EXTERIOR 73" X 72" NON—IMPACT o'�� ��
OR 2X BUCK METAL FINLESS INSTALLATION DETAILS WITH RIGID FILLERS : 0• AT OF eve
BY OTHERS BACKER ROD STRUCTURE BACKER ROD Dyywll_ Owc No. REv ��'n••�ZpR10Q:•
SEALANT SE
BY OTHERS EALAN OVED cuE �� 08 50 E357 B �%ss/ONAL1��G��`
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL NTS 09/03/1 a 6 OF 12
WOOD FRAMING OR 2X BUCK INSTALLA 77ON METAL STRUCTURE INSTALLATION L ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD ROLEWISVILLE.NC27023 FL No.: 62514
434-M-OW9 dio s(PWortuspe.rom
Ar
REVISRINS
REV DESCRIMON DATE APPROVED
2 1/2" MIN. A I REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
••.° 1 1/4" MIN.
°OPTIONAL 1X BUCK ° EMBEDMENT 1 1/4" MIN. EMBEDMENT
° �,
SEE NOTES 3 — 7 •
SHEET 1
•v
CONCRETE/MASONRY
BACKER ROD 1/4^ MAX.
BY OTHERS 1/4" MAX.
& APPROVED SHIM SPACE
SHIM SPACE
SEALANT OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 — 7
SHEET 1 RIGID FILLER
3/16" TAPCON
EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
3/16" TAPCON
BACKER ROD
& APPROVED RIGID FILLER
SEALANT
OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" � "
SEE NOTE 3 — 7 SHIM SPACE MIN.
SHEET 1 EDGE
DISTANCE EXTERIOR
CONCRETE/MASONRY _1 BACKER ROD
BY OTHERS ° n 1 1/4- MIN. & APPROVED
SEALANT
° EMBEDMENT
a JAMB INSTALLATION DETAIL
• ° C- CONCRETEMASONRY INSTALLATION
°
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEW SONRY INSTALLATION
SIGNED: 1111512016
MI WINDOWS ow. MARKET
DOORS, LLC `\``J R�1LO�//i///
GRATZ, PA 17030 `�.••��GENs�9s+%
NOTES.,
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. SERIES 185 ALUMINUM FIXED WINDOW M- TAT04F
NOT SHOWN FOR CLARITY. 73" X 72" NON—IMPACT �-p 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS [t��
DESIGNED IN ACCORDANCE WITH ASTM E2112 �O.cA•• `
ORAvm: -G NO. REV Fs �OR1ap:G�
SCALE NTS DATE 09/03/14 08 SHEET77 OF 12 B '/,'S�O�IIA111��\``\
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1032 WOODFORD RO LEWISVRLE,NC 27023 FL No.: 62514
434-688-0609 dbmas@Vbmaspe.00m
41
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE •PPROVED
3/4" MIN
W000 FRAMING 1 1/4" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
OR 2X BUCK EMBEDMENT METAL EDGE DISTANCE
BY OTHERS STRUCTURE 8 REVISED NAME AND ADDRESS 10/27/16 R.L.
I BY OTHERS i/4" MAX.
SHIM SPACE
1/4" MAX. —�
BACKER ROD & SHIM SPACE
APPROVED SEALANT BACKER ROD &
BEHIND FLANGE APPROVED SEALANT
#10 WOOD SCREW BEHIND FLANGE #10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD & RIGID FILLER BACKER ROD &
RIGID FILLER
APPROVED SEALANT 1/4- MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX.
SHIM SPACE NOTES:
WOOD FRAMING f METAL-
ETAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OR 2X BUCK 1 1/4" MIN. STRUCTURE\r
NOTSHOWNFORCLAR/TY.
BY OTHERS EMBEDMENT BY OTHERS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
3/4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112
1/2" MIN EDGE DISTANCE
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLA7701V
1/4" MAX.
1 1/4" MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
1/2" MIN. 3/4" MIN. INTERIOR
EDGE DISTANCE INTERIOR EDGE DISTANCE SIGNED: 1111512016
MI WINDOWS. AND DOORS, LLC \`ET ST. ``J\S It IILo l l
#10 WOOD #10 SMS OR GRATZ, PA 17030 \ 'ZI1. GENBR•d+%
SCREW SELF DRILLING
SCREWS SERIES 185 ALUMINUM FIXED WINDOW _*• py6�25
WOOD FRAMING 73" X 72" NON—IMPACT a (�* �'
OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS �1,1��+� $$$TAT OF tug
BY OTHERS BACKER ROD & STRUCTURE BACKER ROD & DRAWN: Dwc NO. REv jO��'=,�OR1ap:
APPROVED SEALANT
BY OTHERS APPROVED BEH ND SEALANTNGE J.L.LE NTS BATE 09/03/14 08 02 7 8 OF 12 El—
BEHIND
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMILS P.E.
WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTUREINSTALLAT7ON 1432 WOODFORD RD LEMSVILLE,NC 27023 Luis R. Lomas P.E.
434-680-0609 iRo."Qkomaspe com FL No.: 62514
REVISIONS
REV DESCRIPT*N DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS a
1 1/4" MIN.
° 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK ` & EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
CONCRETE/MASONRY
c
BACKER ROD & 1/4" MAX,
APPROVED SEALANT SHIM SPACE BY OTHERS 1/4" MAX.
BEHIND FLANGE OPTIONAL 1 X BUCK •+° SHIM SPACE
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON
a .
EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
BACKER ROD & 3/16" TAPCON VL
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK 2 1/2" c '
SEE NOTE 3 — 7 MIN.
SHIM SPACE
SHEET 1 EDGE
DISTANCE � EXTERIOR
CONCRETE/MASONRY 1 BACKER ROD &
BY OTHERS .°. APPROVED SEALANT
• a 1 1/4" MIN. BEHIND FLANGE
°. EMBEDMENT
a• JAMB INSTALLATION DETAIL
° - CONCRETE/MASONRY INSTALLATION
d
a
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEJMASONRY INSTALLATION
SIGNED: 1111512016
MI WIND oww. MARKETS
DOORS, LLC \ST. `\`J B IR IIL0
GRATZ, PA 17030 `v,•-\GEN'S.9d+%
NOTES: SERIES 185 ALUMINUM FIXED WINDOW _*• 0 51
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 73" X 72" NON—IMPACT ��
NOT SHOWN FORCCARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS ��0, TAT OF [L1`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCEW/THASTME2112 DRAWN: Dwc No. R� ���•:c�OR1�P'\ ���
SCALE NTS JDATE 09/03/14 08 SHEET 97 OF 12
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1132 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
131-MS-0609 dbm s@Gbmaspe.c
1/2" MIN.
REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
OR 2X BUCK 1 MIN. METAL EDGE DISTANCE
BY OTHERS EMBEDMENT STRUCTURE B REVISED NAME AND ADDRESS 10/27/16 R.L.
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 110 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10 SMS OR
#10 WOOD SCREW SELF DRILLINGSCREW
BACKER ROD & RIGID FILLER BACKER ROD &
RIGID FILLER
APPROVED SEALANT 1/4" MAX_ APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX.
SHIM SPACE NOTES:
WOOD FRAMING METAL 1.INTERIOR AND EXTERIOR FINISHES.BYOTHERS.
OR 2X BUCK TTTT 1 1/4" MIN. STRUCTURE NOT SHOWN FOR CLARITY.
BY OTHERS EMBEDMENT BY OTHERS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
3/4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112
1/2" MIN EDGE DISTANCE
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
1 1/4" MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
RIGID FILLER
RIGID FILLER
1/2" MIN. 3/4" MIN. INTERIOR
EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016
INTERIOR
MI WINDOWS AND MADK DOORS, LLC \ET ST. `\\J ra R.LLo�9 /
#10 WOOD #10 SMS OR GRATZ, PA 17030 `,,,•'\GENs�.s+,�
SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW *•4T(X0KF"tu
0
SCREWS 73" X 72" NON—IMPACT WOOD FRAMING FLANGE INSTALLATION DETAILS WITH RIGID FILLERS ��0• �
OR 2X BUCK EXTERIOR METAL EXTERIOR
BY OTHERS STRUCTURE -1, P ��w�
BACKER ROD & BY OTHERS BACKER ROD & DRAWN: owc No. REV i��FS•[ORI�
BEHINDAPPRO FLANGE
ED �NT BEHIND FLANGE ED T 'SCALE NTS wTE 09/03/14 08 �10 OF 12—02357 B sj11NAL1E����
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS P.E.
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. .: r62 s P.E.
434-M-WO9 momasLMlam pe.rnm FL No.: P.E.
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS a
1 1/4" MIN.
4 1 1/4' MIN. EMBEDMENT
OPTIONAL 1 X BUCK •� •a` EMBEDMENT
SEE NOTES 3 — 7
SHEET 1 —�
a
CONCRETE/MASONRY
BACKER ROD & 1/4" MAX
1/4" MAX.
APPROVED SEALANT SHIM SPACE BY OTHERS ---{{{
BEHIND FLANGE OPTIONAL 1X BUCK : I SHIM SPACE
RIGID FILLER SEE NOTES 3 — 7 I RIGID FILLER
3/16" TAPCON SHEET 1 v
EXTERIOR INTERIOR 3/16" TAPCON INTERIOR
BACKER ROD & 3/16" TAPCON
APPROVED SEALANT
BEHIND FLANGE RIGID FILLER
OPTIONAL 1 X BUCK 1/4- MAX. 2 1/2
SEE NOTE 3 — 7 SHIM SPACE MIN. c '
SHEET 1 EDGE
DISTANCE � EXTERIOR
CONCRETE/MASONRY I BACKER ROD &
BY OTHERS a 1 APPROVED SEALANT
n 1 1/4" MIN. BEHIND FLANGE
• m EMBEDMENT JAMB INSTALLATION DETAIL
• c Q CONCRETEAMASONRY INSTALLATION
a
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE MASONRY INSTALLATION
SIGNED: 1111512016
NOTES: MI WINDOWS NDMADK DOORS, LLC ET ST. \` 11R IIL0 6,z
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN FOR CLARITY. GRATZ, PA 17030 ��•'�GENS','9�,���
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW *•4T(AiV-07.7
0 DESIGNED IN ACCORDANCE WITHASTME2112 73" X 72" NON—IMPACTFLANGE INSTALLATION DETAILS WITH RIGID FILLERS ��0 ty�
DRAWN: Dwc ND. REV �i�0'nFs,'c�ORI�P
J.L. DATE 08-s0E 357 B //7S�ONA;
NTS 09/03/14 11 OF 12
L.ROBERTO LOMAS P.E. P.E.
P Lomas 14M WOODFORD RD LEMSVR.LE,NC 27023 Luis R.FL No L as
434-688-0609 Abrt as@Udw aspe.00m
1 4
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
APPROVED B REVISED NAME AND ADDRESS 10/27/16 R.L.
SEALANT
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE WOOBY FRAMING OTHERS 1/4" MAX
3/8" MIN SHIM SPACE
EDGE DISTANCE
#s WOOD SCREW INTERIOR
INTERIOR
EXTERIOR 1 1/4-
MIN.
EMBEDMENT
NOTES:
1/4" MAX I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE APPROVED NOT SHOWN FOR CLARITY.
SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITHASTME2112
3/8" MIN 0 3/8" MIN
EDGE DISTANCE EDGE DISTANCE
#6 WOOD WOOD JAMB INSTALLATION DETAIL
SCREW FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1111512016
MI WINDO0WW MADK DOORS, LLC `` 51R IILIQ �ii
GRATZ, PA 17030 ` •��GENS�•9rf+�%
SERIES 185 ALUMINUM FIXED WINDOW =*V- TATiRtF
*�
73" X 7LL NON—IMPACT _o irg
FIN INSTALLATION DETAILS ��0 tr,�
DRAWN: Dwc ND. REv
SGLLL NTS DATE 09/03/14 08 SHEET 12 OF 12 B //�7%sj�NAL1�?���`
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514
4M-689-0609 Alomas@Nbmaspe.O