HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
BCIS:Home I Log In I UserRegis
dHoida
,l
r r-USER:'Public-User
�1PC Product Approval
`(1�
Product Approval Menu > Product of
!
FL
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Repre:
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https://www.floridabuilding.org/pr/pr app_dtl.aspx?p
SCANNED
r �
� � Lid v! v � �� s M f %�•a �y, ? ; ��a�llr�r✓ik! �. k � ,,tom
;x ; 1' 7 Q _PlL 1•rYABtlUjE,pBQ,j�;, g8f(�.O�V$}d9•C�Sii1�CF pHp/,L
a V. OBc staff BcIS site map Links Search
SAB1 i,i 9PS2901tts Publications
1
HQmes Corp
> Agplication List > Application Detail Gru ,O QQd lot 2-7-7FL15349-R10 3218 gent Pine �rNe
Editorial Change
2017 _
Approved
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified'by
the POC and/or the Commission if necessary.
dard)
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsItIlnger@mIwd.com.
Windows
Fixed
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich", PE
r,�' Validation Checklist - Harcicopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S. 2/A440
Method 1 Option. A
03/26/2018
03/26/2018
03/27/2018
Year
2011
2068
1/3
F l
4/24/2018
Florida Building Code Online
of
FL *
PW
Approved for use in HVHZ: No
Approved for use outside wVP
Impact Resistant: No
Design Pressure: +60/-60
Other: CW-PG60
Number or Name Description
73 x 72 Insulated Glass
Certification Agency Certificate
FLi5349 RIO C CAC APC 12786,12787.E
IZ: Yes Quality Assurance Contract Expiration Date
04/03/2023
Installation Instructions
FL15349 R10 II 08-02357B.pd
Verlfled By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLi5349 R10 AE 5131248.pd
Created by Independent Third Party: Yes
115349.2 1 1851PW 1 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15349_ R10 C CAC APC 15350.E
Approved for use outside VHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2021
Design Pressure: +55/-55 Installation Instructions
Other: R-PG55 FLi5349 R10 II 08-02949-Rd
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLi5349 R10 AE 513783.gddf
Created by Independent Third Party: Yes
15349.3 1185 OW Impact 172 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: o FLi5349 R10 C CAC APC 15454.W
Approved for use outside H HZ: 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 R10 II 08-02948.edf
consisted of 5/32" tempered ex erlor - spacer - 5/32" annealed Verified By: Luis R. Lomas, PE 62514
/ 0.100 Solutla Saflex HP / 5/3 " annealed. Glass was bedded Created by Independent Third Party: Yes
In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FLi5349 R10 AE 513782.E
Created by Independent Third Party: Yes
15349.4
1185 PW Impact
159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: No
FL IS349 R10 C CAC APC 8272.odf
Approved for use outside HV Z: Yes
FL15349 R10 C CAC APC 8273,p�
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 consisted
Installation Instructions
of 1/8" annealed exterior - spacO - 3/32" annealed / 0.090
FLi5349 R10 II 08-016148.E
Solutla 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
FLi5349 R10 AE 512278B.pd
Created by Independent Third Party: Yes
15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FLi5349 R10 C CAC APC 7962.pa
Approved for use outside HV Z: 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 R10 II 08-01613B.gff
consisted of 5/32" annealed exterior - spacer - 5/32" annealed Verified By: Luis Roberto Lomas 62514
/ 0.160 Solutla Saflex HP / 5/32" �nnealed. Glass was bedded Created by Independent Third Party: Yes
In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FLi5349 R10 AE 512277B.gd
Created by Independent Third Party: Yes
Oack Next
The State of Florlda Is an AA/EEo employer. 2MYd9ht 1Q2LZ0f 3 State of Flerlda.:: Privacy Statement:: Accesslblllty Statement :: Refund Statement
2/3
4/24/2018 ,
Florida Building Code Online
Under Florida law, email addresses a& public records. If you do not want ,your e•mall address released In response to a public records requesti do not -send electronic
mall to this entity: Instead, contact the office by phone.or by tradklonal mall. If you have any questions, please contact 850.487:1395. •Pursuant to Section
455.275(i), Florida Statutes,;effectlye October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the. Departmen[.with.an email address If they have
one. The emalis 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 emali address which can be made available to the public. To determine If you are a Ilconsee.under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
M 0 in iCFeil
Credit Card
Safe
https://www.iloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtHB572gvdWlinDWDAgM3ZOzPaV W VitjJjQ2eoVzFgSEw%3d%3d 3/3
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. 1 X 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 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
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 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 ACFIIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
DESCRIPRON DATE APPROVED
REVISED INSTALLATION DETAILS 06/01/15 R.L.
REVISED NAME AND ADDRESS 10/27/16 1 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 BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT. -
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
NOTES
TABLE OF CONTENTS EdDRAWN: DWG NO.
SHEET NO. DESCRIPTION .L - 08-02357
1 NOTES �vE NTS IDATE 09/03/14 1 -EU1 OF 12
2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
L. ROBERTO LOAAS RE
I432 WOODFORD RD.LEWISVILLE, NC 27023
434-688-0609 Alomas@ktomaspe.mm
SIGNED: 1111512016
1R tt 0 ?//,
*• 0 51 ••*
A�TAY OF + �`
REv /'P••'Q[ORIOP••#
Luis R. Lomas P.E.
FL No.: 62514
72 1/2" MAX FRAME WIDTH
6" MAX 18" MAX O.C. 6" MAX
L
18" j
MAX O.C.
71 1/2"
MAX
FRAME
HEIGHT
REFER TO CHARTS
#1 & #2
FOR NUMBER OF
ANCHORS REQUIRED
6" MAX
SERIES 185 ALUMINUM FIXED WINDOW
EXTERIOR VIEW
72 1/2" MAX FRAME WIDTH
18" MAX O.C.
6" MAX
6"� I
/
I L
71 1/2" 18"
MAX MAX O.C.
FRAME T
HEIGHT I
j
/
00
REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
#1 & #2 EXTERIOR VIEW
FOR NUMBER OFF
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
NOTES:
1. MAXIMUM D.L.O.: 69 3/4'X 68 3/4"
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/16 R.L.
CHARTSI
Number of anchors required (without rigid fillers)
Frame
Frame width (in)
Height
24.00
30.00
3&00
42.00
48.00
54.00
60.00
66.00
7250
(in)
H&S
amb
H&S
Pambi
H&S
Pamb
H&S
Jambi
HBS
IJambl
H&S
Jamb
H&S
Jambi
H&S
amb
H&S
Jamb
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
36.00
2
3
2
3
3
3
3
3
3
3
4
3
4
3
5
3
5
3
4200
2
3
2
3
3
3
3
3
3
3
4
3
5
3
5
3
6
3
18.00
2
3
2
3
3
3
3
3
3
3
4
3
5
3
6
3
6
3
"00
2
4
2
4
3
4
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
5
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
71.50
2
5
2
5
1 3
1 5 1
3
6
3
6
1 4 1
7
5
7 1
6
7
7
7
CHART 42
Number of anchors required (with rigid fillers)
Frame
Frame width (in)
Height
24.00
30.00
36.00
4200
48.00
54.00
60.00
66.00
7250
(in)
H&S
amb
H&S
amb
H&S
Jambi
H&S
Pamb
H&S
Pamb
H&S
Pamb
HB,S
Jambi
H&S[Jamb
N&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
36.00
2
3
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
3
4200
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
54.00
2
4
2
4
3
4
3
4
3
4
4
4
4
4
4
4
5
4
60.00
2
4
2
4
3
4
3
4
3
4
4
4
4
4
4
4
5
4
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
1 4
1 5
1 4
1 5
1 4
5
5
5
DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE & FINLESS ELEVATION & CHARTS
DRAWN: DWG N0.
J.L 08-02357
SCALE NTS GATE 09/03/14 1 SH-2 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEMSVILLE, NC 27023
434-688-0609 rllomasOlrlomasea.mm
SIGNED: 1111512016
v�•v�GENd'F9d+���
*� C 6
3 01 OF ;erg
i0:
lVA 11\`��
Luis R. Lomas P.E.
FL No.: 62514
71
FE
HE
6" MAX
72 1/2"" MAX FRAME WIDTH �{
18" MAX O.C. —j
6
0
/
18"
j
MAX O.C.
1/2"
IAX
AME
IGHT
j
— 6" MAX
REFER To CHART #3 J SERIES 185ALUMINUM FIXED WINDOW
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH
6" MAX �18" MAX O.C. —{ 6" MAX
E II I�I
71 1/2"
MAX jFRAME
HEIGHT j
REFER TO CHART #3
FOR NUMBER OF SERIES 185ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1. MAX/MUM D.L.O.: 69 374'X 68 374'
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L
B REVISED NAME AND ADDRESS — 10/27/16 1 R.L
CHART #3
Number of anchors required (fin installadon)
Frame
Frame width (in)
Height
(in)
24.00
HdS Pa.bl
1 30.00
HBS Pa.b
36.00
HdS Pamb
42.00
HSS Jamb
48.00
H6S Jamb
54.00
HES Pamb
60.00
HAS Jamb
1 66.00
H8S Pamb
7250
H&S Jamb
24.00
3
3
3
3
3
3
4
3
4
3
4
3
5
3
5
3
6
3
30.00
3
3
3
3
3
3
4
3
4
3
4
3
5
3,
5
3
6
3
36.00
3
3
313
3
3
4
3
4
3
4-
3
5
3
5
3
6
3
42,00
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
48.00
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
51.00
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
60.00
3
5
3
5
3
514
5
4
5
4
5
5
5
5
5
6
5
66.00
3
5
3
5
3
5
4
5
4
5
4
5
5
5
5
5
6
5
71.50
3
6
3
6
1 3
1 6
1 4
1 6
1 4
6
4
6
5
6
5
6
6
6
SEE SHEET 8 FOR INSTALLATION DETAILS
MI WINDOWS' AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FIN ELEVATION & CHART
DRAWN: DWG NO.
J.L. 1 08-02357
"LE NTS I DATE 09/03/14 SH-3 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688,0609 r1lomasOldomasw mm
SIGNED: 1111512016
R. 10
�r,•��CvElVS�.9d+
fA 5 �
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
1 1/4" MIN.
METAL
OR 2X BUCK
EMBEDMENT
STRUCTURE
BY OTHERS
�
BY OTHERS
1/4" MAX.
BACKER ROD
SHIM SPACE
BACKER ROD
& APPROVED
& APPROVED
SEALANT
SEALANT
#10 WOOD SCREW
EXTERIOR
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD SCREW
RIGID FILLER
BACKER ROD
1/4" MAX.
& APPROVED
SHIM
SEALANT
(SPACE
1 1/4 4 MIN.
METAL
EMBEDMENT
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
EMBEDMENT
_F__
1/2" MIN.
EDGE DISTANCE
1/4" MAX.
INTERIOR
#10
WOOD
SCREW CREW J
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4" MIN.
EDGE DISTANCE
1
#10 SMS OR
SELF DRILLING
SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3/4" MIN
EDGE DISTANCE
1/4" MAX.
Li F SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
SMS OR
DRILLING
.W
FILLER
1/4" MAX.
SHIM SPACE
3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4"
INTERIOR
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM EL7112
SIGNED: 1111512016
DOORS, LLC
MI WINDO�WW
Vt to
MNDKET
`♦♦♦�`y
GRATZ, PA 17030
0 51 *=
SERIES 185 ALUMINUM FIXED WINDOW*•
73" X NON -IMPACT
FINLESS INSTALLATIONON DETAILS WITHOUT FILLERS
��0 E
TAT OF
,
�iP�•.'cC P •'�\
• OR10 Z.
DRAWN:
DWG NO.
REV
J.L.
08-02357
B
%FSsi
��/1NA `1E\`�♦
Luis R. Lomas P.E.
FL No.: 62514
SCALE NTS DATE 09/03/14 SHE 4 OF 12
L. ROBERTO LOMAS RE
1432 WOODFORD RDLEWISVILLE, NC27023
434688-0609 dlomasCMtrlomaspe.aom
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
1 1/4" MIN.
° • 1 1/4" MIN.
EMBEDMENT
"
OPTIONAL 1X BUCK
a
EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
�v9 .
CONCRETE/MASONRY
BACKER ROD
1/4" MAX.
BY OTHERS
1/4" MAX.
& APPROVED
SHIM SPACE
SHIM SPACE
a
SEALANT
OPTIONAL 1X BUCK
°
SEE NOTES 3 — 7
SHEET 1
,
3/16" TAPCON
>
e
EXTERIOR
INTERIOR
3/16" TAPCON
• INTERIOR
3/16" TAPCON
BACKER ROD
& APPROVED
SEALANT
a
1/4" MAX.
2 1/2"
OPTIONAL 1X BUCK
SHIM SPACE
MIN.
''..•
SEE NOTE 3 — 7
EDGE
a
SHEET 1
DISTANCE
EXTERIOR
>
CONCRETE/MASONRY
1
BACKER ROD
BY OTHERS
1 1/4" MIN.
•'
& APPROVED
SEALANT
m EMBEDMENT
a`
JAMB INSTALLATION DETAIL
°
CONCRETEJMASONRY INSTALLATION
2 1/2" MIN.
EDGE—DISTANC
VERTICAL CROSS SECTION
CONCRETSMASONRY INSTALLATION
'
SIGNED: 1111512016
MI WINDOWS DOORS, LLC
W. MNADK ET
GRATZ, PA 17030
`w•��GENs�9�+�,�i
NOTES.
SERIES 185 ALUMINUM FIXED WINDOW
5
1.INTERIOR AND EXTERIOR FINISHES, BY07HERS,
73" X 72" NON—IMPACTNOT
M_.TAf
SHOWN FOR CLARITY.
FINLESS
INSTALLATION DETAILS WITHUT FILLERS
��DOF
2. PERIMETER AND JOINT SEALANT
BYOTHERS TO BE
i
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN:
DNO. REV WG
�jO��•-'c�OR10P•
—
J.L.
08-02357 B
......
ii0/0NAj10\���
scuE NTS DATE 09/03/14 SREErrJ OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEMSVILLE, NC27023
P OTOS LUIS R. L.E.
FL Noas
434-688-0609 rl/amas@IAomaspe.wm
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING 1 1/4" MIN. METAL
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS
1/4 " MAX.
BACKER ROD SHIM SPACE BACKER ROD
& APPROVED RIGID FILLER & APPROVED
SEALANT SEALANT
#10 WOOD SCREW
EXTERIOR T/A/TCO//10 EXTERIOR
#10 WOOD SCREW
RIGID FILLER
BACKER ROD
BACKER ROD -
& APPROVED
1/4" MAX.
& APPROVED
SEALANT
SHIM SPACE
SEALANT
WOOD FRAMING
�
} 1 1/4" MIN.
METAL
OR 2X BUCK
BY OTHERS
EMBEDMENT
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
EMBEDMENT
_F_ F
1/2" MIN.
EDGE DISTANCE
1 /4" MAX.
ihUMSPACE
- RIGID FILLER
INTERIOR
#10 WOOD J
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4" MIN.
EDGE DISTANCE
3/4" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
RIGID FILLER
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1 /4" MAX.
SHIM SPACE
3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1 /4" MAX.
.HIM -SPACE
F RIGID FILLER
INTERIOR
#10 SMS OR
SELF DRILLING
SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/16 1 R.L.
NOTES:
1. INTERIOR AND EXTERIOR_ FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN: DWG NO. I REY
J.L. 08-02357 B
SCALE NITS I DATE 09/03/14 1 SHEET 6 OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEMSVILLE, NO 27023
434-666-0609 rllomasOlAomasm
SIGNED: 1111512016
.\\`' 1R t IL o����%
,•���6y�2Ns1/�r, �cP
•*✓!..•../.Ffr,l ice*
i/'/SZONA j ";�\\�r
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
° e
�'
1 1/4" MIN.
°
EMBEDMENT
1/4" MAX.
SHIM SPACE
RIGID FILLER
3/16" TAPCON
INTERIOR
3/16" TAPCON
RIGID FILLER
1/4" MAX.
SHIM SPACE
a
1 1/4" MIN.
a'
EMBEDMENT
°
2 1/2" MIN.
�DGE—D1STANCE
VERTICAL CROSS SECTION
CONCRETFIMASONRY INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS _ 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS 1/4" MAX.
SHIM SPACE
OPTIONAL 1X BUCK a °
SEE NOTES 3 — 7
SHEET 1 RIGID FILLER
v. o
3/16" TAPCON INTERIOR
2 1/2"
MIN.
EDGE
° .
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE IASONRYINSTALLATION
C
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
a
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
ORAWN: DWG NO. I REI
J.L. 08-02357 B
SCALE NTS DATE 09/03/14 1SREET7 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEMSVILLE, NC 27023
434-688-0609 Alomas@lAomaspe.wm
SIGNED. 1111512016
*•051 --*=
790� OF ;.,it�
" "II1111►1`1-
Luis R. Lomas P.E.
FL No.: 62514
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE.
EXTERIOR INTERIOR
#10 WOOD SCREW
RIGID FILLER
1/4 1. MAX.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
Al f
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 /2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
- #10 WOOD SCREW
1 1/4" MIN. 1/4" MAX.
EMBEDKENLL- HIM SPACE
1/2" MIN.
EDGE DISTANC INTERIOR
I
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/4" MAX.
SHIM SPACE
10 SMS OR
=LF DRILLING
;REW
EXTERIOR INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
BACKER ROD & RIGID FILLER
APPROVED SEALANT
BEHIND FLANGE 1/4" MAX
`SHIM SPACE
METAL
STRUCTURE
BY OTHERS
3/4" MIN
EDGE DISTANCE
3/4" MIN.
EDGE DISTANCE
#10 WOOD
#10 SMS OR
SCREW
SELF DRILLING
SCREWS
WOOD FRAMING
OR 2X BUCK
EXTERIOR
METAL
BY OTHERS
BACKER ROD &
STRUCTURE
APPROVED SEALANT
BY OTHERS
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACI
INTERIOR
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1111512016
MI WINDO�WW MADKET DOORS, LLCt0
GRATZ, PA 17030
l?//��
v •y\6ENs�'�J+�-��
0 51 *=
SERIES 185 ALUMINUM FIXED WINDOW*•
EXTERIOR
BACKER ROD &
APPROVED FLAN ELANT
BEHIND
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
z,0 T
��0 • TAT OF tv�
%p'P�s �[pR10P G��
Luis R. Lomas P.E.
FL No.: 62514
DRAWN:
L.
DWC NO.
08
REV
B
SALE NTS DATE 09/03/14 SHEET 87 OF 12
L ROBERTO LOMAS P.E
1432 WOODFORD RD LEWISVILLF- NC27023
434-688-0609 Alomas@IAomaspe.wm
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD & —
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK —
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY —
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
° 1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
3/16" TAPCON
INTERIOR
/-- 3/16" TAPCON
1/4" MAX.
SHIM SPACE
° 1 1/4" MIN.
° EMBEDMENT
a`
4
2 1/2" MIN.
EDGE—DTSTANCE
VERTICAL CROSS SECTION
CONCRETESIASONRY INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 1 R.L.
1 1/4" MIN.
EMBEDMENT
v
CONCRETE/MASONRY
BY OTHERS
1/4" MAX.
' o
SHIM SPACE
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON o
INTERIOR
2 1/2"
MIN. .
a
EDGE a
DISTANCE
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION
DETAIL
CONCRETE/MASONRY
INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
REV DRAWN: DWC NO.
J.L. 08-02357 8
SCALE NTS I DATE 09/03/14 1SHEET OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023 -
434-M-0609 Alomas@Glomaspe.wm
SIGNED: 1111512016
N``5` RE fd Ogg z
r• V\C SF ,S
A A SE OF k
"'111III1111``"
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
WOOD FRAMING
1 MIN.
3/4" MIN
A REVISED INSTALLATION DETAILS
06/01 15 R.L.
/
OR 2X BUCK
BY OTHERS
BED
EMBEDMENT
METAL
STRUCTURE
EDGE DISTANCE
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
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR
EXTERIOR INTERIOR
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
1 1/4" MIN
METAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OR 2X BUCK
.
EMBEDMENT
STRUCTURE
NOT SHOWN FOR CLARITY.
BY OTHERS
BY OTHERS
2. PERIMETER AND JOINT SEALANTBY 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
EMRE7OMENL_ _
--SHIM SPACE
RIGID FILLER
RIGID FILLER
1/2" MIN.
3/4" MIN.
INTERIOR
EDGE DISTANCEEDGE
DISTANCE
SIGNED: 1111512016
INTERIOR
MI
WINDOWS AND DOORS, LLC
650 W. MARKET ST.�0�7/�/�
\`���nu►/y�/
9�+��
#10 WOOD
#10 SMS OR
GRATZ, PA 17030
�`\v •��6ENSF
SCREW
SELF DRILLING -
SERIES 185 ALUMINUM FIXED WINDOW*•
,1'0 5 *_
SCREWS
73" X 72" NON —IMPACT
'�G!>��
WOODNG
ZXR BUICK
EXTERIOR
METAL
EXTERIOR
FLANGE INSTALLATION
DETAILS WITH RIGID FILLERS
p • TAT OF tv�
BY OTHERS
BACKER ROD &
UCTURE
BYOTHERS
BACKER ROD &
DRAWN:
DWG NO. REV
/ F
s'OCpR�OP G\ \APPRO�
08 e
�1;is/ONA1►�\\
BEHINDED FLANGE
BEHINDED FLANGE
SCALE NTS
s02E3507 OF 12
DATE 09/03/14
JAMB INSTALLATION DETAIL
JAMB INSTALLATION DETAIL
L. ROBERTO LO&MS P.E.
WOOD FRAMING OR2XBUCK INSTALLATION
METAL STRUCTURE INSTALLATION
1432WOODFORDRDLEMSVILLE,,NC27023
Luis R. Lomas P.E.
FL No.: 62514
434-666-0609 dlomas@ldomaspe.com
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY <
BY OTHERS
° "n. °1 1/4" MIN.
OPTIONAL 1 X BUCK ° EMBEDMENT
SEE NOTES 3 — 7 `
SHEET 1
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BACKER ROD & 1/4" MAX. BY OTHERS
APPROVED SEALANT SHIM SPACE
BEHIND FLANGE OPTIONAL 1 X BUCK
RIGID FILLER SEE NOTES 3 — 7
SHEET 1
" P
EXTERIOR
BACKER ROD & —
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL 1 X BUCK —
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY —
BY OTHERS
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/16 R.L.
v
1/4" MAX.
d SHIM SPACE
RIGID FILLER
3/16 TA CON o e
INTERIOR 3/16" TAPCON , ' INTERIOR
3/16" TAPCON
RIGID FILLER
1/4" MAX.
SHIM SPACE
1 1/4" MIN.
°a a EMBEDMENT
,d<
a
2 1/2" MIN.
EDGE —DISTANCE
VERTICAL CROSS SECTION
CONCRETFJMASONRY INSTALLATION
2 1/2" "
MIN. :a
EDGE
DISTANCE a EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETFIMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN: DWG NO. I RE'
J.L. 1 08-02357 B
SCALE NTS I DATE 09/03/14 ISHEET11 OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE NC 27023
434-688-0609 Alomas@IAomaspe.c
SIGNED: 1111512016
ft. 10
�J. .yam
•../.[fir 519
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
1 1 1/4" MIN.
EMBEDMENT
#6 WOOD
WOOD
SCREW
FRAMING
BY OTHERS
1/4" MAX.
_F SHIM SPACE
3/8" MIN j
EDGE DISTANCE II
INTERIOR
EXTERIOR
1/4" MAX
SHIM SPACE
l
3/8" MIN j
EDGE DISTANCE
#6 WOOD WOOD
SCREW FRAMING
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING
1/4" MAX
BY OTHERS
I SHIM SPACE
#s WOOD
SCCREWREW
INTERIOR
1 1/4"
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION
DETAIL
OR 2X BUCK INSTALLATION
WOOD FRAMING
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAWN: DWG NO. REV
rE
08-02357 B
DATE 09/03/14 1 SHEET 12 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 Alomas@ldbmwpe.wm
SIGNED. 1111512016
NJ
ENSF .q•`r.
--
ATATE OF
O • P •�t�`
0RM
70NAl.1Ea��`�
Luis R. Lomas P.E.
FL No.: 62514
Florida
gar
rL�7vtMe,rr�' :a
ti� r^._ptLm
M
�a,qa it r1 ` r ; LGSI
pPi: c S y r 7f-in1�v d�c uSp; �F( ('
4N�pp � ■ ? ��: r�IC'.iLL�
slS ■Iy■j-T��T'R■ 4 G }FYki1 ;?+jj� I.
BcIS Home Log In U Hot Topics Submit Surcharge Stats & Facts, Publications FOC Staff BCIS Site Map Links Search
�A��:x;'. '•iii��T,�` �r4@GR3H9Ao,,.nedujsQdFh npRoi:isiorrs';coxf{�grnp�i;'
0 q 't
Product Approval
111 USER: Public User
Product A proval Menu >
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Re
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Nan
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expir
Validated By
Certificate of Independence
> application Ust > Application Detall
FL16293-R2
Affirmation
2017
Approved
oMes Corp
GH0 d Wood lot 277
Mea rive
321$ gent Pine D
Hurricane Storm Panel MFG. Inc.
1720 Main St. NE. Unit 1
Palm Bay, A 32905
(321)409-2900
aarongallagher428@yahoo.com
Aaron Gallagher
aarongallagher428@yahoo.com
Aaron Gallagher
1,720 Main St. NE. Unit 1
Palm Bay, FL 32905
(321)409=2900
aaroh..gallagher428@yahoo.com
Aaron Gallagher
1720 Main St. NE. Unit 1
Palm Bay, FL 32905
(321)409-2900
aarongallagher428@yahoo.com
Shutters
Storm Panels
Evaluation Report from a Florida. Registered Architect ora Licensed
Florida Professional Engineer
I Evaluation Report - Hardcopy Received
who developed the Robert J. Amoruso, P.E.
PE-49752
National Accreditation and Management Institute
on Date 12/31/2018
Charles A. Pagen P. E., Ph. D. Fenestration Technology
J Validation Checklist - Hardcopy Received
FL16293 R2 COI Cof1 2210 Rev1 415-0109 HSPM0001 ss pdf
Referenced Standard and Year (at Standard) Standard Year
( ASTM E1886 2002
ASTM E1886 1997
ASTM E1996 2002
ASTM E330 2002
ASTM E330 1997
i p TAS 261 1994
�1/1
/1 TAS 202 1994
TAS 203
1994
Equivalence of Product Standard$
Certified By
Florida Licensed Professional Engineer or Architect
FL16293 R2 Equiv EER 2210. Rev1 413-0303 HSPM0001 ss.Ddf
Sections from the Code
Al I affirm that there are no changes in the new. Florida _Building
Code which affect my product(s) and my product(s) are in
compliance with thel new Florida Building Code.
Documentation from approved El
faluation or Validation Entity -3 Yes 0 No 0 N/A
FL16293 R2 CDC Affirmation FL16293 417-0706 ss.Ddf
Product Approval Method
Method 1 Option D
Date Submitted
10/25/2017
Date Validated
10/25/2017
Date: Pending FBC Approval
Date Approved
11/92/2017
Summary of. Products
FL #
Mode''.
Number or Name
Description
16293.1
HVHZIImpact
Storm Panel
HVHZ Impact Storm Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yves
FL16293 R2 II HSPM0001. RevB.pj
Approved for use outside HVHZ:
Yes
Verified By: Robert J. Arnoruso, R.E. FL License No..49752
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: 'N/A
Evaluation Reports
Other: See Installation Drawing
for Design Pressures.
FL16293 R2 .AE' PER 2210 Revl 415-
0109 HSPM0001 ss.pdf
Created by Independent Third Party: Yes
TheState of Florida Is an AA/EEO
Under Florida law, email addresses are p
mall to this entity., instead, contact:
455.275(1), Florida Statutes, effe Live (
one. The emalls provided may be used fo
address, please provide the Department
flack Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824
mployer. §2pyLight 2007-2013 State of Florida.:: Privacy Statement:: Accessiblilty Statement:: Refund Statement
bllcrecords. If you do not want your a -mall address released in response to a public -records request,. do not'segd electronic
q,office by phone or by traditional mall. If you have any questions, please c6ntact:850.487.1395.:!'Puesuant to sectlori
Ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
official communication with the.licensee. However email addresses are public record. Ifyou do notwlsh to supplya.personal
Ith an email address which can be made available to the public. To determineif you are a licensee under chapter 455, F.S.,
please click hiiiL.
Product Approval Accepts:
®!?.Aetk
Credit Card
Safe
HURRICANE STORM PANEL MANUFACTURING
m
c
a�
a
l"WZl"ACT STORMPANEL11
INSTALLATIONANCBORAGE DETAILS
z
LL
GENERAL NOTES:
-
S
W
INSTALLATION NOTES:
t. THIS PRODUCT FINS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT
�
I-
F z
F z
EDITION OF THE FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE ZONE I. SEE ANCHOR SCHEDULE ON SHEET 7 OF 7 FOR ALLOWED FASTENERS. MINIMUM EMBEDMENT. MINIMUM
< O
w 1.7
(HVFNZ- LM7) MID WIND BORNE DEBRIS AREA (WIND ZONE 4, MISSILE LEVEL D). EDGE DISTANCE MID REQUIRED ON CENIM (D.C.) ANCHOR SPACING.
a E
�W
a
(L
om
I.I. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 0 ATLNC 042BA1-04 AND ATLNC 2 INSTALLATION ANCHORS SHALL BE 3 INCHES FROM TRACK EDGIE.12 INCHES OR a INCHES MAXIMUM ON
cX
m
0428.03-04 DATED O5MM. AND ATLNC 0224.01-09 AND ATLNC 0224.02-09 DATED 0212S" AND ASSOCIATED LABORATORY STAMPED CENTER AS REQUIRED BY THE ANCHOR SCHEDULE ON SHEET 7 OF 7.
DRAWINGS.
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE 3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO
STUCCO. FOAM. BRICK VENEER AND SIDING).
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR
g
ARCHITECT OF RECORD. 4. FOR CONCRETE BLOCK APPLICATIONS. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
z
O
Lyy'aa
LL
o
3. PANEL MATERIAL* 0.050 3t05-H14 ALUMINUM ALLOY OR 24 GA (0,023•MW,) STFJ:1 WITH Fy S3 KSI AFTER ROLLING. CONFORMING TO ASTM 5, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE VAT" ANCHOR MANUFACTURERS
O
o
m
o=
�'
STRUCTURAL DUALITY STEEL, GRADE C MIN. WITH A G60 MN. COATING OF GALVANIZED STEEL INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
Lj
G
�
..
_ -- _ --' -- _ . _ _ -- -- -- _ _ _ THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
z
S. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE
HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE
INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SAME MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE GLOVES
COULD CAUSE INJURY.
6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION (WALL
OPENING) IN ALL DIRECTIONS.
7. WHEN INSTALLED AS INDICATED, THE PRODUCT HEREIN IS CONSIDERED A NON -POROUS IMPACT PROTECTIVE SYSTEM.
7.1. WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HV CL NO MINIMUM SEPARATION FROM THE PROTECTED FENESTRATION
ASSEMBLY IS REQUIRED. HOWEVER, THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.. THE SEPARATION TABLE
SHOWN ON SHEET 6 CAN BE USED TO PROVIDE A SEPARATION DISTANCE IF DESIRED BY THE USER
72 WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZL A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION
TABLE ON SHEET 6 MEETING THE REQUIREMENTS OF CHAPTER 24 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL
BE MAINTAINED.
S. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF MGM WINDS. THE
STORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART OF THE STRUCTURE (ALTHOUGH THE
INSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE STRUCTURE).
9. MAXIMUM PANEL SIZE_ SEE CHARTS ON SHEET B.
10. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE
11. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE I MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS. THESE
DETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE
12 A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT
EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE.
TABLE OF CONTENTS
SHEET
REV.
SHEET DESCRIPTION
1
GENERAL & INSTALLATION NOTES & ELEVATION
2
VERTICAL SECTIONS
3
VERTICAL. SECTIONS
4
VERTICAL& HORIZONTAL SECTIONS
5
COMPONENTS
6
PANE LIP SCHEDULE & SEPARATION SCHEDULE
7
ANCHOR SCHEDULE &EGRESSSHUTTHLASS9M.RLY
DESIGN PRESSURE RATING (PSF)
SEE CHARTS ON SHEET 8
6. INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITHIm
THE FOLLOWING PROPERTIES:
6.1. WOOD- MIMMUMSPECIFIC GRAVITY ISU.42.
6.2 CONCRETE - MiNIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON
SHEET7.
6A MASONRY- STRENGTH COMFORMANCE TO ASTM G90.
-w —
a F- m
Lummdw
zw�
d Z �
g F I`
w ¢
MOO
ww
Oz
0-z
I-�
O�
¢
�
ai
a
T. STORM SHUTTER END CLOSURE: -
O~i � �
OO
7.1. NON -HIGH HURRICANE ZONE (HVHZ)INSTALLATIONS.
7.1.1. END CLOSURE IS OPTIONAL
wog
a
mg
ma)
72 MGM VELOCITY HURRICANE ZONE INSTALLATIONS.
A
V '-
� z
(LMM
7ZI. STORM SHUTITERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS.
T.= ON SIDE OF
ANY AN OPENING. THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A
WALL OR INSET SURFACE SHALL BE 1N INCH. ANY DISTANCE IN EXCESS OF 1141NCH SHALL
w
REQUIRE END CLOSURE OR SHUTTER OVERLAP. WHERE APPLICABLE
w
7.2.3. SHUTTER OVERUWSHALL BEAMINIMUM OFIATIMES THE SIDE CLEARANCE BETWEEN THE
t
SHUTTER AND WALL
IYLJMIILU MIA{
iv
i
�Z
O-
N
i9
0LI
I
I I
I
I I
I
ELEVATION
REMM AT
90~ OF UP
Jw. SLP MITI UP
DEI L (IN SLEET 3
_r
Ir g7w
AS F0IJORS 24 G
114' AM OA70'
THAN 120'
P*bMJ.Affa%W
FNoelw P.E. NL 49752
��iQ�••icENg�09�.
??: No 49752 -O2
:e�
�91 STATE
PTC Pmd d Dea4 G-4k tLC
P.O. Bw 520715
La o-W. FL 3t75Z8T15
FBVECrtdA�N0.E:m
m
�
•
Wr-20 MICE PANELMLTE WI
WOTGtMr 12•ul O.G
OOgnNCCONCRETE
EDGE
SEEANCHOR
n
EXtSTWGCONCRETE
MA,SONRYOR
MASONRY OR woo
srRllcTimE
DIST.
•
E]OSTMCONCRETE
STRUCTURER .
SCHEOIREON
RRECHAA'R FEM MS tl-r40%f/r
O
Q
Z
p
a
STRIIf.RURE •
EMS
♦
... .qrc�
EMB
MACHINE SOLT
•NUT 12-1?O.0
in
•p
V
080
O
FE m
1Qu
WOOSEEANCHOR
•
.+
zSCHEDULECIN
♦EMS
UL,
-
~o
OR.SI E
aR-2
SHEET RECIUMEMENTS
r: .1;.tf
EDGE
Ow Q• •
'
FO
OZ
a
I
°
I INLL
I Iwa
I
1.ta
ID
Q
1� 11 twnwwGNvr y
I i2.11r O.C.
E705T MCONCRETE OR CCYY I I Ur4OTRA=SoLTwl ~
MASONRY STRUCTURE I EzsTM CONCRETE I I w1NONUT ti-ur 0.G Z
MASONWOR WG E70STCONCRETE a
JL STRUCTURE
MASOPM OR I ®O 17 ZwZ
STRUCTURE F t N ¢y
• EDGE +■ r. = o 12
y 1 ri.. • O1 a W
DIST. . lt. i N EMS f j_ Md N r 1- m
• ;�_ 7j yj tJo tF. GO7 �i a� z
• • yh • • , r DIET, ,,.,• d Z eLQ y `'
• SEEANCHOR -• SEEANC10R • •'�• MACRIIE BOLTSCHEDULE
O Z m EDGE DIET.
s� ur-DSIDEWALK BOLT 12 VrD.C. SHM7FoR VERTICAL SECTION SCHEDULEON
amrru-urO.G <�
SHEET 7 FOR
VERTICAL SECTION ITEDuaREMorrs DIRECT MUM REatAREMI Nrs� Z Q d VD
DIRECT MOUNT' SEE ANCHOR SEEANCHOR VERTICAL SECTION a j�
EQSTMCONCRETE • SCHEDULE ON SHEET . SCHECULEOM 6UIt60UTMWAT K 1
MASONRY OR wOOD FMB MR REQUIREMENTS EXWRNG CONCRETE SIQETTFOR SEEANCHOR =
rt2
STRUCTURE lW-MTRACKSOLTW! MASONRYOR EItB REQUIREMENTS • SCIEDU{ECN
0 wwGNw.ldro-G STRUCTURE SHEET FOR
MASONIUYOR RE EMD�+ REOUIREKFM IS
STRUC
• EDGE Hr • ;�; EDGE 'lom ..r.. CEO
our • ♦' : ,, n
i y �;��•s;r•�4 t DIST. • • EDGE
� •. _ i,
T tT _ iti�S .- WWJLAimute
Iirfl I ttttr<� way
I :ems: N•: o'S
r
oarAT�E�o�F
GOMCRETEUASONWOR
I Ito���•�
F70STNGCONCtETE I ..
STRUCTURE EXMYMCOKXMM
MASONRY OR 1N•20TRACK BOLTYN �Ja.�.. .,�- STRUCTURE W00 I
WOTGNITT I2-tTl0.G lW-20 TRACK BOLT W/
EDGE v • :.
L .. " r . • aSr -�- 1 rs• • , e. WMGtM t2-1?QG
+:� -••• •EDGE PTCfto&WDas%.G W. LLC
• EDGE • •OM
�� P.O. BED RaDTTS
OIST. •V + .. .t TppE hsyal1 Fn� s14
r
SEEANCHOR
EOULEO SEEANCHOR
SEEANCHOR .•!w' OO SHEET EMB� IMW-20MALE
PAIANELAMTEW/ SCHEDULE ONSCHEDULE ON ••��
SHEET 7FOR REQUIRE•MM VERTICAL SECTION Et®
DST "GD"7 SEE ANCHOR SCHE"LE VERTICAL SECTION
VERTICAL SECTION SHM7
eutlnourMouxr
DIRF,CTMOUNr
EXISTING CONCRETE GOD
MASONRYOR WOOD En
STRUCTURE IW-W TRACK DOLT Wf
• Yitr` WINGNUT Tat 'O.C.
s
CST. ••.• • 4 S
SEEANCHOR r �
SCHEDULE ON
SHEET FOR
REQUIREMENTSTI �
I I
ANGMTOWAIJ. MM7-TOANGLE
VERTICAL SECTION
WAMMOUP-T
D STINGCONCREMENST
MASOWWOR
STRUCTURE
• on. ..
'
SEEANCIOR
SCHEDULE ON -
SHEET 7FOR
REOU47M4NTS
W-i0 WON
T2•Ur O.C.
VERTICAL SECTION
TRAP MOUNr
' SEE ANC OR SCHEDULE
SHEET?
F
• EMBEDYENTHNTOSTRUCiURE
m'
a
IN ACCORDANCE WITH
TM umvi HG I+—r MAX SE EANCHOR
SCHEDULE ON
e
v
3
EXISTm CONCRETE T 7 FOR
$
MASONRY OR WOOD REQUIREMENTS
STRUCTURE O
w
O
�^
wo
STAHDOFFMADEOFUO'ALUMDIUM •
tl~I
b
F0E.606/-78 (3651DXA05OD)OR � , •
U
Oo
u
LL O
RoUNDSTRUOIURALSTMTUEWO.
W
PHN:WPf1V0OW/.0WTHlCKWAW
Oo
WU
B
I
O
D
Eo
L
TwH0.
a
w
0y
HON.sTT:ucruRAL F@aslH AIAT6UAL (eRltt
m
q
LTARJOMTSMOMPOSSIB{E itl
I W-20TRACKBOLTWf n
I WX+GNUr12-vrac. o g Kt
d
x
d C wANCHOR — —
SSCHEDIIEON , . a � N <m
SHEET 7 FOR -' O J z em IL z q ri
REQUIHErHrs = w 2
m' RZ z m
Q
EMBEDMENT DIM STRUCTURE I-�TW1K. NOTE 62LL RM s }}
W ACCORDANCE WITH STAND -Off MADE OF Fa } m HO E 8
T1HI5ORMYIN6 WOOD•STMPITEEL m q
WASHERS ORORPVC RPE 0'Z m U�
VERTICAL SECTION 'TU,p;M w_
WAULMOUNT y N a N)
n =>
TM, 7Ir
WOOD ROOF TRUSS Ea EO. p
OR FRAM[MG MEMBER (a) I W TAG BOLTS _ E
SHALL BE Sr O.C.
PERAENOIWLAR70
PANELFACE
RaOeXU a Angewo
FhMa P.E N0.42752
WN*
p�7q EG M,�t\bSTUCCO F24SH OR
PLYYY000 SOFF)TTEK SCREW~L
rX1JCOONr.ALUM. TRUSSES _. STATE OF =
PLATE
al
TONEXr TRUSSIF 1iCP`O {OHO\'r
HEADER ENDS MORE YyONAL-`'
THAN Tr BEYOND LAST M16
TRUSS
PTC Pmerlcan. QW^ LLC
P.O. Bm:52o775
Haq.00e.aars2a7rs
1
VERTICAL SECTION
SOiMCOMIUDMON
SEEANCHOR
SCHEDULE
SEE ANCHOR
EXISTIMG CONCRETE
7 FOR
SCHEDU E ON
MASONWORWOOD El-! r--
REOU0IEMENTS
SHZET9
STARE
1N-20 K 1!C
s7FOR
E105TIN6 CONCRETE
UACHWEBOLT
AIASONRYOR
-!
d NUT 12.1ltae lw-mvvpwMJY
STRUCTURE
•
u•1R•o.C.
• p
'
OISf.
.'
v.
•
.
Y +ict'
e
Q
�7
asr
_2
/w0-
. Y
RAM
VERTICAL SECTION
I
BUIL &OufMO1JPT
`
VERTICAL SECTION
Ill' MOUNT
- E70STmCONCREIE—
i
�-
1!{-20510EWALK80.T
MA5017RY OA
OLST.�
W/1N'-20YYlMGNUYA
STRUCTURE
MIDSPAN OF PANEL
w1n
12-VI O.C.
SCHEDULE ON
P
HORIZONTAL SECTION
SHEEiT FOR
FAMEL LAP
VERTICAL SECTION
DIRECT
CONCRETE,
MASONRY OR
WOOD WALL
CONCRETE. MASONRY
ANCHORS
(OR EWOOD
�CI(EWANO oN __
........
SHEET 7)
nrl¢
rd
Will
HORIZONTAL SECTION
LL%T CIA I SURIC ISEE 06TALLATION
NOTS7ONSHE9TI)
VARIES
1N-2D TRACK 8OLT W!
W1NG1Wr 12-1?O.C.
MASONRY OR
WOOD WALL
PANED
1/4' 0 BOLT AT 24'
OC WITH JACKNUT
HORIZONTAL SECTION
BND CLOS= ISBBOLSTAWTION A SLEANCHORSCEIULE
NOTE70HSWET'll SHEET7
m
�
L
N
g
M
a
CONCRETE. MASONRY
q
_— OR WOOD ANCHORSCD
1h
" -- (SEE �VrGMR
ON
a
u
w cc
PANEL 1.006 7) __ = SHEET
MIN "T_^
0
Z
h
O�
F
_ISMS�:if
a O
- CONCRETE,
�—MASONRY OR
p
g Eo
w a
�a y
_'r-x WOOD WALL
n
m
V
HORIZONTAL SECTION
m
E" CL DSTIRE(SHE INSTALLATION
N0TE70N SHEET I)
CONCREIL MASONRY
OR WOOD ANCHORS
U.
(SCHEDULE OICHOR
N
SHEET 7)—\
MASONRY ORS """" II \_ALTERNATE LEG
OD WOWALL JJ LOCATION
PANEL
HORIZONTAL SECTION
BKD CLOSURE 15EE OCSTALLAT10N
NOTE 7ON SHEET I)
N=�Q
9 PANEL PANEL
n; 1AOr
r� omw WL omw
(AT MAX SEPA 104 (AT MIN. SEPARATION)
HORIZONTAL SECTION
E M CIO6URB (SIB INSTALLAT10:141
K07E704SHEET 0
L' ZZU
EL-- ¢W
�ZO n07 Vj
ctuo Cc m
r ss
C1 yN 6
Cy<E"OC
7Zco LDO
7C,9a=
LIon�mb
iR^I;j
C- S�
C W
7 >
C
RoCarIJ. AimuW
FWW P-E. NC 49752
��'E �"u
44
4o
�ceMe9�
sib No 49789 'ra
y90 80MT8 G p`r
BYODFAL�C
1
P7C Prodzl ovir %a^ LLC
P.O. ow 520179
���ias-m ADAaw
/,LANCIE
�lToes-m �u+wiu
1.227'
1.231'
0.573'
2 ,- aunn-our x HEADER
eoa,-m AwNww
4 3' BUIlD-ON x HEADER
6067-76 Al1YiM
a�a•
14
1
--�—
12 ANGLE
E067-0e .
2.566' 1
s v- HEADER
does-m wW�n
n &' leACN
aoes-m swag
1
L�SSW
13 ��
% w wtwan
rn
0
14.87V
� 1' BUO.D-OUl i- TRACK
toes-n au+..r
9 3' E1fAlD-DYr F MACH
00N-70 AWaYI
=—i
14 �^^cwff]rMc�
SIZE lo m 3.:HM 1
I
11S' M1N �+ ALL STUDSSTUDS4 - 1!IN ANGLES STUDDEE D IN
SHORT LEG ONLY
1 1 !4' MIN.
3
114.20X314"1"
STAINLESS STEEL KNURLED
ALL THESE ANGLES STUDS 12-112' O.C.
MAY BE STUDDED MAY BE INSTALLED IN
REVERSE DIRECTION
OATIONAL LEG
ANCHOR MOUNTING HOLES
SPUDDED ANGLE 99M LOCATED ON EITHER
SREVED AiaL 2Q ON NAr Dw HORIZONTAL OR VERTICAL
LEG. SEE MFG. DETAILS
w m
mi
��mZQ
J2o O t �q
us:)
9L
} 12OZ @
Oz ram
W�f a0
C3
oc E
RNwtl. Aeanae
Flwlda PE Nm 49re2
p lllbe
F � GENS�
C Ilu 4W6t �L
U DTAM Of a
�lONA1-� O
VrC ProAjd D@WF GmMp. UC
PANEL DP TABLE
PANEL DP TABLE NOTES:
L ENTER PANELOP TABLE WITH POSRNEAHD NEGATIVE DEEM LOAD To
DETERMINE MAX UENOIH. POSITIVE LOADS LESS THAN NEGATIVE IOADSARE
AOCEPTABIE.
2. FOR DESIGN LOADS BOWEENTABUTATEOVALUES, USE NDQHIGNERLOADOR
LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE EASED ON
INSTALLED PANEL LENGTH.
0.05a' Aluminum
Design
Pressure
Mae. Panel
Length
(in)
Panel Length
(L1tin)
Mld-Point
Fastener
Required per
Elevation
t]evation
Positive
Negative
28
28
144
Dom 138 to 144
yes
31
_31
138
tom 132 to 138
Yes
34
34
132
Item 126 to 132
Yes
37
37
126
tOm 12Dto 126
yes
40
40
120
tVm 114 to 120
no
43
43
114
hem 108 to 114
no
46
45
Ica
tom 105 to 108
no
47
47
106
tOm 102 to 106
no
49
49
102
tun 98 to 102
no
52
52
96
tom 90 to 98
no
55
55
90
hen 84 to 90
no
58
58
84
ham 78 to 84
no
61
1 61
78
horn 72 to 78
no
64
64
72
hem 55 to 72
no
72
72
56
tom 43 to 56
no
79
1 79
43
0 to 43
no
24 Go. Galvanized
Stool
Design Pressure
Max.Panel
Length �)
(1n)
Panel Length
Range (L) (in)
Mid-Polnt
Fastener
Required per
Elevation
Positive
Negative
25
28
144
tom 138 to I"
yes
27
29
138
tom 132 to 138
yes
29
31
132
tom 125to 132
Yes
31
32
125
hem 120 to 12S
yes
33
34
120
horn 114 to 120
yes
35
35
114
tom 108 to 114
no
37
38
108
tom losto 108
no
38
39
105
tam 102 to 106
rto
39
41
102
fom 96 t0 102
n0
41
44
96
tom 90 to 95
no
43
47
90
tom 64 to go
no
45
50
84
tom 7a to 84
no
47
53
78
fmm 72 to 78
no
49
56
72
fmm 56 to 72
no
54
64
56
tom 4310 55
no
59
71
43
0 to 43 1
no
PANEL SEPARATION TABLE
SEPARATION REQUIREMENTS - WIND ZONES], Z, 3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
1. REQUIRED (MANDATORY) SEPARATION REQUIREMENTS:
I.I. PER ASTM E1996-02 UNDER WHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCT APPROVAL DOCUMENT AND IN ACCORDANCE
WRIT THE CURRENT WITION FLORIDA BUILDING CODE. ONLY POROUS SHUTTER ASSEMBLIES RECRARE SEPARATION Of THE SHUTTER ASSEMBLY
FROM THE FENESTRATION UNIT.
1.2. THIS PRODUCT 5 AMON-POROUS SHUTTER ASSEMBLY. THEREFORE SEPARATION 5 NOT REQUIRED BYASIM E1996-02 AS ADOPTED BY THE
CURRENT EDITION FLORIDA BUILDING CODE.
1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NOMMANDATORY MINIMUM I INCH SEPARATION.
1.4. SEE ITEM 2 BELOW FOR NON -MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED FOR WIND ZONES 1. 2.3 AND 4 NOT INCLUDING
THE HIGH VELO(YTV HURRICANE ZONE (HVHZI.
L NONaNANOATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09:
Ll. THIS PRODUCT 5 HOT TESTED OR APPROVED FOR ASTM E12W-09. THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLYANO IS NON-MIWOAT'ORY
TOTHISAPPROVAL
LL1. THIS PRODUCT WAS TESTED FOR WIND ZONES 1 THROUGH 4. MISSILE LEVEL D.
LL2. FOR NON ESSENTIAL FAWTUS (I.E. BASIC PROTECTION), SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT
REQUIRED.
2.1.2.L THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NONMANDATORY MINIMUM I INCH SEPARATION.
_2.1.3,F FSSENTVLL FACIITIFS, SEPARAl10N Of THE SHUT7EN ASSEMBLY FROM THE FENESTiUl1tON UNR6 REQUIRED FOR THE FOLLOWING.
LLLL FOR ASSEMBLY NDGHiSc30 FT.IN WIND ZONES lANDLTHE SEPARATION IABLE�EIOW WfBEIISED.
LI." FOR ASS£MBLYHEIGHTS730 FT. IN WIND ZONES 3 AND 4. THIS PRODUCT DOES NOTMEETASTM E19S6.09 REQUIREMENTS.
2.1.3.3. FOR ASSEMBLY HEIGHTSi30 FT. IN WIND ZONES I THROUGH 4. THE SEPARATION TARESELAW CAN BE USED.
2.2. SEE SEPARATION TABLE BELOW FOR NON•MANDATORYSEPARATION REQUIREMENTS THAT MAY BE EMPLOYED.
SEPARATION REQUIREMENTS -HIGH VELOCITY HURRICANE ZONE (HVHZ)
L PER THE CURRENT EDITION FLORIDA BUILDING CODE CHAPTER 24 ANDTHE CURRENT EDITION FLORIDA RESIDENTIAL COOL CHAPTER 44. THE
STORM SHUTTER SWWLL BE DESIGNED AND CONSTRUCTED TO INSURE A MINIMUM OF I INCH (25 MMI SEPARATION AT MAXIMUM DETTECTION.
2. THE SEPARATION TABLE BELOW SHALL REUSED TO ASCERTAIN MINIMUM SEPARATIONS MAINTAINED MEETING THESE REQUIMEMENFS.
0.05(" Aluminum
Max. Panel
Length (L) (in)
Minimum Separation
Distance (in)
144
5.703
138
5.625
132
5.547
126
5.469
120
5.391
114
5.328
108
6.266
106
5.245
102
5.203
96
5.141
90
5.078
84
5.016
78
4.963
72
4.913
56
4.779
43
4.871
24 Ga. Galvanized Steel
Max. Panel
Length L In
Minimum Separation
Distance n
144
5.625
138
5.594
132
5.563
126
5.531
120
5.500
114
6.469
108
5.438
106
5.427
102
5.405
96
5.375
90
5.344
84
5.313
78
6.281
72
5.250
56
5.167
43
5.099
NOTE FOR SEPARATION TABLE:
L THISTABLESSEPARATHONDWANCEREQUIREMENFSENVEWPETHATREQUIREDDYASTME1996AND7MCURRENFEDMONFDOPMABUBDRIG
CODL OWUR 24 ANDTHE CURRENT EDMON FLORMA RESIDEMIALODOE, CHAPTER 44.
Skim
Ro0r11 Mwusa
Fbe4a P.E. No. 49752
EB
$Q�4a70a
O BTATE OF
''77Pc D R o�o�t
�4y�!WFnLAm�
PTO Produd Dalpn G-o. LLO
P.O.8ot620775
'
b
1/4"DIA. SUBSTRATE ANCHOR SCHEDULE
wN. SPACING
U
W
ZLLO
O
tt� 0
OW.,
a z
9(,t
W6
K
�W
V`W
im 12a
O
m
Q
J
n
g
rr
c
O
ti
Q
a
-
i�
s
}w
ZZ7
W
J
�
Ws
z
m
co
Ozm L7p
a1Jrd
1
0
111.20 WASHER
ROEe+f l.Amaufo
Mr.fam
UI-mX ]N' KNURLED STUDS
FlodCa P.E No.IH1752
wRHwASHERwOHGNUT OR
I
fu 2D
_
BOLTED
LxREPOWERS �oaf�rt
roe`.
asMMOM
mm 811T
e `taeN@
So
I I
9 STATE Of
s�o@,
onOsuan
r x w MAX x UHP ALUL(WUM
PTOPfod,ttD'19 Gmup.UZ
ANGLE OR DIRECiMOUNT
P.O. Boy umrs
PANEL NOTCHED AT SOTTOM
TO PASS OVER STUDAND
20 BOLT WITH LOCKNUT
• FL 3Y7i2A7ib
IfVEH;wLaA�cilaNn fq.alul
WINWW OR SIDEWALK a-tn' TO rill FROM TOP A
BOLTAT SILL- EACH SIDE
BOTTOM ONEAa,SITE
EGRESS SHUTTER ASSEMBLY
FASTENER TYPE
EMBEDMENT
l�l
EDGE MBG
ryy
BETWEEN
FASTENERS
1.4ANETEN
(tn)
ow cE1HrtF�t
(O.CJ
SPAt]116
TYPE Si1LENOTH
114` DUB. WOOD SCREW
LAG SCREW
" F
SG � OA2
17/8
1
1 1N
IN
12
iAPCON SG
SRF
SG � 0.1Z
1 t!t
]II
1 iN
1r6
12
SAMMYS SHUTTER SCREWS
SPF
Sfl.0.42
11n
LI
11N
FEMALE CO PANEl1MTE
S�PF
211
1 1w
1N
12
ELCOPANEI/MTEPLUS
S?F
30.OA2
/7!a
L�
1
fu
12
114" DIA. CONC
SCREW IN CONCRETE /MASONRY
ELC.O CREIEFI.EX SSt
CONCRETE
]350 PSI
13r9
1 Zr1
21H
1!A
12
I ( )
CONCRETE
2000 PSI
IY�
]
]
W
12
1 I( 1
CONCRETE
]000 PSI
t]II
212
]
to
12
ELCO TAPCON
CONCRETE
i700 P51
1]w
1
�
f/L
t2
PowaHsrAPPaT
CONCRETE
2aaDP51
1 ]II
�
f2
1u
u
H3C0 PANELMr1TE PLUS
CONCRETE
]]TA P81
1314
2112
D
1r4
tz
POWERS
CONCRETE
2000PS1
Ira
x
t to
to
tx
rAPCONSG
CONCRETE
nesPsl
Has
ilu
]
1u
t:
SAMMYS SHUTTER SCREWS
CONCRETE
]295 PSI
211E
11N
�
1/4
12
114" DIA. CONCRETE SCREW IN CMU HOLLOW
TAPH:ON SG
H]dU HOLLOW
1500
1114
2112
]
1u
fz
SAMMYS 6fatfTER SCREWS
CMU HOLLOW
1500
f1N
2V2
]
1r4
a
POWERS CAI!(-Q1
130p
C90
7A
]
21n
1N
B
1/4` DUL CONCRETE SCREW IN CMU GROUT FILLED
sAMMrs sIRtTTER SCREIHS
Fa1E�
2oaD
2112
t w
]
tlt
u
sAl+coft sHa
�
x000
t w
t IN
]
to
1z
ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR
MASONRY SUBSTRATE ANCHORAGE. ATTACHMENT OF SHUTTERS TO
BUILD -OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS
SHOWN ON SHEETS 2, 3 AND 4 AT 12-1/2" ON CENTER.
BCIS-Home I Log In I User Regis
Florida
Product Approval
Fa USER: Public User
d
;t txrirxvw:ntam
Product APPtoval Menu > Product of
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
L, .
Technical Representative
Address/Phone/Email
4
Quality Assurance Representative
Address/Phone/Email
Category
M
Subcategory
p�
Compliance Method
0,111iffe
Florida Engineer or Architect Narr
Evaluation Report
Florida License
°b
Quality Assurance Entity
Quality Assurance Contract Expire
Validated By
Certificate of Independence
Referenced Standard and Year (of
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
F Fr [
i•.r�.� 1 � j s 7� �, � � _ � Sit
,c i; Ti."•r! 9;DBPP_11}Srp!!f dA9¢liT'gPBi?tj� pBPR'lS�1LIJi4l�"`..' ;C3t1rACt'69Fit
> ap"plication List> Application Detail
FL15353-113 N -Oes CO P �1
Revision d �0
GN oo e
2017 MeadoNN . pine �C�v
Approved 32�$ Bev\
L.J
MI Windows.and'Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwdxom
Brent Sitlinger
bsitlinger@mlwd.com
Windows
Mullions
,Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
.J Evaluation Report:- Hardcopy Received
who developed the Luis R Lomas, PE,
PE-62514
National Accreditation and Management Institute
Date 12/31/2018
Steven M. Urich, PE
✓' Validatlon.Checklist- Hardcopy
Received
FL15353 R3 COI FLCOI.pd
Idard) Standard
year
AAMA 450
2010
C���Z�
nn
1'
Method 1 ODU n D
/ V
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
10/16/2017
10/23/2017
10/26/2017
12/12/2017
FL #
Modiil,
Number or Name
Description
15353.1
5764 I
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ:
Approved for use outside HVHZ:
o
Yes
FL15353 R3 II .08-014488.pdf
Verified By: Luis R Lomas, PE PE=62514
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Max single window size(
52-1/8" x 84". Max mullion
FL15353 113 AE 512072B pdf
span: 104-1/4".
Created by Independent Third Party: Yes
i
15353.2
5764
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside H
HZ: Yes
FL15353 R3 II 0841439B.pdf
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size.
52-1/8" x 84". Max mullion
Created by Independent Third Party: Yes
Evaluation Reports
FLIS353 R3 AE 512063B.pd
span: 83"
Created byL Independent Third Party: Yes
i
15353.3
5765
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside H
HZ: Yes
FLIS353 R3 II 08-01449B.pdf
Verified By: Luis R`Lomas, PE PE-62514
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation, Reports
Other: Max,single window size.
span: 156-3/8"
52-1/8" x 84". Max mullion
FL15353 R3 AE 512073B,pdf
Created by Independent Third Party: Yes
i
t 1535 14;.,:,• �-
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ:
Yes
FL15353 R3 II 08-01440B:odf
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size:
span: 83".
52-1/8" x 84". Max mullion
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 512064B.pdf
Created by Independent Th ird Party: Yes
i
15353.5
CM-18514
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: N
FL15353 R3 11 08-01442B.odf
Approved for use outside HV
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size:
length - 83".
Z: Yes
52-1/8" x 84". Max mullion
Verified By: Luis R Lomas,, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 5120665.pdf
Created by Independent Third Party: Yes
i
15353.6
CM-18i520
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: Nb
Approved for use outside HVHZ:
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size
span - 156-3/8°
Yes
52-1/8" x 84". Max mullion
FL15353 R3 II 08-01451B.Ddf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 512075E Rif
Created by Independent Third Party: Yes
i
15353.7
CM-18523
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ:H
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size
span - 104-1/4".
Yes
52-1/8" x 84". Max mullion
FLIS353 R3 I1 08-01452B,p_df
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 512076B.pdf
Created by Independent Third Party: Yes,
15353.8
CM-18
31
Vertical Aluminum.Mullion
Limits of Use
I
Installation Instructions
Approved for use In HVHZ: NP
FLIS353 R3 11 08-014438.odf
Approved for use outside HVHZ:
Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size:
52-1/8" x 84". Max mullion
FLIS353 R3' AE 512067B.gdf
span - 83"
Created by Independent Third Party: Yes
15353.9
CM-1�532
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside H%1HZ:
Yes
EL15353 R3 Ii 08-014536.�df
Verifed By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size
52-1/8" x 64". Max mullion
FL1'5353 R3 AE 512077B.Ddf
span - 156-3/8"
Created by Independent Third Party: Yes
15353.10
CM-18533
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: IN
Approved for use outside H
o
HZ: Yes
FL15353• R3 II 08-01444B.pd
Verified By: Luis R Lomas,_ PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes'
Design Pressure: N/A
.Evaluation Reports
Other: Max single window size
52-1/8" x 84". Max mullion
FLIS353 R3 AE 512068B.Pdf
span: 83"
Created by Independent Third Party: Yes
15353.11
CM-18534
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ:
o
FLIS353 R3 II 08-0145413;pdf
Approved for use outside H
HZ.; Yes
Verified. By: Luis. R Lomas; PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
DesignPressure: N/A
Evaluation Reports
Other: Max single window sizej
52-1/8" x 84". Max mullion
FL15353 R3• AE 512078B.pdf
span: 156-3/8".
Created by Independent Third Party: Yes
The State of Florida Is an
Under Florida law, email addresses are
mall to this entity; Instead, contact
455.27SQ); Florida Statutes, effective"
one. The emalls provided may be used f
address, please provide the Department
Dack Neil
Contact Us.:: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487-1824
employer. C pyaght 2007-2013 State of Florida.::,; riP va ! Statement :: Accessibility Statement :: Refund Statemen
:blic records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
he office by phone or by traditional mall. If you have any questions; please contact85D.487.1395. "Pursuant to Section
Bober 1, 2.012, licensees licensed under Chapter 455, F.S. must provide the Department with an :emallraddress If they have
official communication with the licensee. However email addresses are public. record. If you do, not wish to supply a personal
Nith 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).
Product,ApprovalAccepts:
® �= h��' E
Credito
Safe
SectirityhtETItiCS'
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND DOORS. INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH 4 Wl + W
2
. q
REVISIONS
RLv ocsolwrtal oA1E APVROVEO
A REVISED CMALLAT10N DETAILS D6/10/15 R.L
B REVSED ANCHORING NOTES 06/07/17 1 R.L
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4- ELCO ULTRACON
TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM
EMBEDMENT WITH 1- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 4.
3) FOR ANCHORING INTO METAL FRAMING USE 010 SMS OR SELF
DRILLING SCREW WITH SUFFICIENT -LENGTH TO.ACHIEVE A 3 THREADS
MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE 010 SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
SHOWN IN WINDOW SEPARATE APPROVAL
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) 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 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N.
TYPE 1 (OR GREATER).
D. METAL STRUCTURE - STEEL 18GA (.048-) FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048- THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
4 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
V.L. 1 08-01440
SME NTS oAF 01/11/12 -- l OF 4
L ROBERTO LOMAS P.E
1432 WOODFORD RD LEWISVIlLE MC27023
43F8860809 AlunnVkbmaspacam
SIGNED: 10/1642017
51TRE AI lO�'',�i
�• T OF
Luis R. Lomas P.E.
FL No.: 62514
107 3/8'
COMBINED WIDTH
w1
FRAME
HEIGHT i WINDOW
(MULLION
SPAN) ` J
I `J
IL
107 3/8"
T
OMBINED WIDTH
WI-jr- W2
83" T/H
FRAME HEIGHTMULLION
107 3/8'
COMBINED WIDTH
� r
-i - W2 ` 83" / J WINDOWLLION
J
GHT
11
P
F
H
(M
S
Wt I-- W2
107 3/8"
COMBINED WIDTH
Design gmssum radn9 (ma
107 3/8'
T
OMBINED WIDTH
W1-jr- W2
83"
FRAME Lw L..
HEIGHT
(MULLION
SPAN) ` 1
� !1
rWI107 3/8'
COMBINED WIDTH
wz
WINDOW
FRAME
HEIGHT
(MULLION
SPAN) ( !
W17
107 3/8"
COMBINED WIDTH
Mullion
span Qn)
I&13 25.50
Diary width
13&00 4200
n)
14&00 5213
2100
120.0
120.0
120.0
120.0
120.0
120.0
37.38
120.0
1120.0
120.0
120.0
120.0
120.0
49.63
120.
1120.0
113.8
107.8
105.4
105.3
62.00
120.0
103.2
81.8
75.3
71.1
69.2
6163
120.0
96.1
75.6
69.1
64.9
628
7200
113.6
85.8
66.7
60.5
56 3
54.1
84.00
95.4
71.3
54.5
49.0
45 0
429
REV DESCR:PRON DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 R.4
B REVISED ANCHORING NOTES 06/07/17 R.L.
F_
t07 3/8"
COMBINED WIDTH
''I{-
3w1 wz
" WINDOW
FRAME J
HEIGHT WINDO / WINDOW
(MULLION(MULLION rt
SPAN) ` [
1.
APPROVED CONFIGURATIONS
MULTIPLE LMOTS MAVBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073W AS SHOWN HEREIN
LARGEANDSMALLMISSILEIMPACT, LEVEL D, WINDZ0NE3
DIMENSIONS IN CHART AREFRAMEDWENSUM AND DO NOT
INCLUDE FLANGE
W1 �- W2
107 3/8'
COMBINED WIDTH
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
APPROVED CONFIGURATIONS AND RATING CHART
nRArec Win M. I REV
V.L. 1 08-01440 B
NTS (DATE 01/11/12 ISHEET 2 OF
L R08ERTOLOMMSPA
14.22 WOODFORD RDLEWISVALE NO 27021
04-MB-06M amasommmpamm
SIGNED. 1011612017
v
G
*' 0 ••#�
;71 T OF ;fV�
���'�►s:L;ORIOP ������
ii70701VA 11
Luis R. Lomas P.E.
FL No.: 62514
I" MIN.
EDGE DISTANCE
MASONRY/COI
BY OTHERS
° 1 1/4"
•° ° • MIN. EMBEDMENT
1 — — 1
1 1
1
1/4" ELCO ULTRACON
TAPCON
SECT5768
CLIP
SECT5765
MULLON
SECT5768
CUP
#10 WOOD SCREW
I
I 1
a
EMBEDMENT I 11
i
W000 FRAMING/
2X BUCK 1/2" MIN.
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRV/CONCRETE AND WOOD FRAMING
INSTALLATION
NOTES:
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN
INSTALLATION CUP.
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH ENO OF INSTALLATION CLIP. INSTALL TWO
TAPCONS PER CLIP. CLIP INSTALLATION
REVISIONS
RLV DESCRPRON GiE APPRMW
A REVISED INSTALLATION DETAILS 06/10/15 RL
B REVISED ANCHORING NOTES f 06/07/17 1 R.L.
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL INSTALLATION
IDioo
LLION
,T5768
P
) SMS OR
:F DRILLING
2EW
SIGNED: 1011612017
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
P. Lp/
91p�y
GRATZ, PA 17030-0370
`ter .•�pE1118
v F'
;>*r� 0 ��Y #=
5765 VERTICAL MULLION
83" MULLION SPAN
~"O �u
INSTALLATION DETAILS
E : k
��0 TAT OF
%O'�►a :�ORIOP G\`�\`
ORWH:
Dwc No.
RLv
08-01440
B
SALE °ATE — 3
NTS 01/11/12 OF 4
Luis R. Lomas P.E.
FL No.: 62514
LR)BERTDLOU4SPZ
14MWOODFORDRDU ASVILLERo�
azasee 00 moo +
Rrilso 5
REV DESCRIPIIDN DAM APPROVED
A REVISED INSTAUATION DETAILS 06/10/15 R.L
9 REVISED ANCHORING NOTES 06/07/17 R.L
I I-�
1.125'
SECT5765 MULLION
ALUMINUM 600STS.125"THICK
4.624' � l
7� 1.891 0.843"
I 81"
1.562" O O
4X 00.171'
0.375-
SECT5768 CLIP
ALLIMINUM 600•TS MW THICK
SIGNED. 1011612017
MI 650DWESS MAJRKETD DOOREET LLC \S lg ilt0
GRATZ, PA 17030-0370��CEIYB$b:�,p!i
5765 VERTICAL MULLION*4700'avtrx".
83" MULLION SPANCOMPONENTS 1.n�
V.Lsauc NTS a1E 01 /11 /12 08 s"¢r 4 OF 4 B ���2iB11oNA 1y1�
LROBER7OLQAMP.E Luis R. Lomas P.E.
B
I&V WOODFORD RD LEWM%94 NG27223 FL Noas
43e-608-C Ieomu mm
A
BCIS Home I Log In I User Registration
FiOM
GO
Product Approval
lP� R USER; Public User
:Product Approval Menu > Product or Aoglic
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
rL. R '
Authorized Signature
th
�^
Technical Representative
Address/Phone/Email
^9
i"
Quality Assurance Represent
Address/Phone/Email
t ;}
Category
d
Subcategory
c
)
Compliance Method
to
y
Florida Engineer or Architect
Evaluation Report
4
Florida License
Quality Assurance Entity
Quality Assurance Contract E
Validated By
Certificate of Independence
Referenced Standard and
Equivalence of Product
Certified By
Sections from the Code
Product Approval Method
SCANNED
BY
St u;',IeCoun
t
.
�a ';p€cpuiiQ��'I:AtiailYQeprr nnP�t.(ii�rfgjiiN§'.dofiippru PR
.lot Topics Submit Surcharge, I Stats &Facts I Publication,, F8C Staff
CIS Site Map Unks Search
> Application List > Application Detall
FL15353-R3
Revision
2017
Approved
J
ON°mesa\Op 11
Meado\0o0 P\re O�\ve
32ti$ ger
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i Evaluation Report - Hardcopy Received
me who developed the Luis R Lomas, PE
PE-62514
National Accreditation and Management Institute
Date 12/31/2018,
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FLIS353 R3 COI FLCOI.Ddf
(of Standard) Standard
AAMA.450
Alawevto
Method
Year
2010
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
10/16/2017
10/23/20.17
10/26/2017
12/12/2017
I
FL #
Mode+, Number or Name
Description
15353.1
5764 I
Horizontal Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL15353 R3 Ii 08-01448B.odf
Verified By: Luis R' Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third. Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size 52-1/8" x 84". Max mullion
FLIS353 R3 AE 512072B.2df
span: 104-1/41'.
Created by Independent Third Party: Yes
i
15353.2
5764I
Vertical Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II. 08-01439B.pdf
Approved for use outside H HZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports .
Other: Max single window siz : 52-1/8" x 84". Max mullion
FL15353 R3 AE 512063B.pd
span: 83"...0mP, I
Created by Independent Third Party: Yes
=5353�3
5765
Horizontal Aluminum .Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: o
FL15353 R3 II 08-01449B.pdf
Approved for use outside VHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window: size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512073B.pdf
span: 156-3/8" I
Created by Independent Third Party: Yes
15353.4
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R3 II 08-01440B.odf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512064B.pdf
span: 83". I
Created by Independent Third Party: Yes
15353.5
CM i 18514
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 11 08-01442B.pdf
Approved for use outside M VHZ: Yes
Verified By: Luis R.Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window si e: 52-1/8" x 84". Max mullion
FLIS353 R3 AE 512066B.2df
length - 83". I
Created by Independent Third Party: Yes
15353.6
CM1-18520
Horizontal Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
FLIS353 113 II 08.01451B.pdf
Approved for use outside HVHZ: Yes.
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL15353 R3 AE 512075E.pdf
span - 156-3/811
Created by Independent Third Party: Yes
15353.7
CM,-18523
Horizontal Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FLIS353 R3 II 08-01452B.pdf
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
I
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL15353 R3 AE 512076B.1df
span - 104-1/4". I
Created by Independent Third Party: Yes
i
15353.8
CM48531
Vertical Aluminum Mullion
I
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-01443B.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: "Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84", Max mullion
FL15353 R3 AE 512067B.pdf
span - 83"
Created by Independent Third Party: Yes
I
15353.9
CM-18532
Horizontal Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: No
EL15353 R3 II 08-01453B.odf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes.
Created by Independent Third Party: Yes.
Design Pressure: N/A
I
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL15353 R-3 AE 5120771B.p�f
span - 156-3/8" I
Created by Independent Third Party: Yes
i
15353.10
CM-1533
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: t o
FL15353 R3 II 08-01444B,pdf
Approved for use outside H HZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design_ Pressure: NIA
Evaluation Reports
Other: Max single window SIZ : 52-1/8" x 84". Max mullion
FL15353 R3 AE 512068B.p_df
span: 83"
Created by Independent Third Party: Yes
i
15353.11
CM-1,8534
Horizontal Aluminum Mullion
Limits of Use I
Installation Instructions
Approved for use in HVHZ: NO
FL15353 R3 II 08-01454B.pdf.
Approved -for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window siz : 52-1/8" x 84". Max mullion
FL15353 R3 AE 5120788 pdf
span: 156-3/8". 1Created
by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee: FL 32399 Phone: 850-487-1824
The State of Florida is an AA/E 0 employer. Ciogyright 2007-2013State of Florida,.*: rWa y Statement Accessiblllty, Statement ::,Refund Statement
Under Florida law, email addresses are public records..lf you do not want your a -mall address released In response to a public -records request, do not send electronic
mall 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, effectiv October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have
one. The emails provided may be usedifor official communication with.the licensee. However email addresses are public record. if you do not wish to supply a personal
address, please provide the Departmept 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 Jke_.
Product Approval Accepts:
FOR go
Credit Card
Safe
.3
52 1/8-
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
MAX.
MAX.
COMBED
HEIGHT
H2 WBVDOW
height J Mullion $pan On)
LARGEAND SMALL MISSILE IMPACT, LEVEL D. WNVDZONE3
DIMEN8AON3 0V CHARTARE FRAME DIMENSIONSAND DO NOT
OVCLUDEELANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
IH 1 11 WAVDOW
168"
MAX.
COMBINED
HEIGHT H2 [:J[WWfND0W
Marlmnm dasion nra-ssure rananity nharf /aaA
SdtLl4
Height
On)
_ Mulllon
S n and Individual unit width n
36.00
48.00
2400
160.W
1 30.00
71-W
36.00
-"80
42.00
-96c00
40.00
10f.-25
52f3
18.00
18.00
120.0
12Q0
120.0
99.0
83.2
71.7
61.0
2-00
120.0
120.0
97.5
78.0
65.0
SS.7
46.4
30.00
120.0
112.4
83.2
65.7
54.3
46.2
37.6
3600
120.0
100.6
73.8
57.8
47.3
40.0
31.9
42.00
120.0
924
67.1
52.2
42.4
35.7
27.8
41LOO
1 120.0
86.7
62.1
48.0
38.9
32.2
24.8
SL00
120.0
SZ1
55.3
44.7
35.1
29.3
225
60.00
118.9
78.0
55.5
42.2
33.8
27.0
20.7
66.00
112.4
74.3
53.1
40.1
320
25.1
19.2
72.00
106.7
70.9
50.9
38.5
30.5
23.6
18A
78.00
101.6
67.6
48.9
37.1
29.3
22.3
17.0
84.00
96.7
65.0
47.1
35.9
28.3
21.3
16.1
LARGE AND SMALL MISSILE IMPACT, LEVEL D, NRNOZONE3
DIMENSIONS INCHARTARE FRAMEDIMENSIONS AND DO NOT
INCLUDEFLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT.
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT
THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY HEIGHT- H1 + H2
2
REWRONS
REV COMMON DINE APPROVED
A REVISED INSTALtATION DETAILS 06/11/15 FLL
B REVISED INSTALLATION DETAILS f0113117 1 R.L.
NOTES:
I) 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) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
5)-DESIGN-PRESSURE_AND-INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO THE MULLION. -WINDOWS -MUST -BE
APPROVED UNDER SEPARATE APPROVAL.
6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
MANUFACTURED BY MI WINDOWS AND DOORS
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW UNIT.
8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL VERTICAL
MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL
9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030
5765 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES
TABLE OF CONTENTS V.L. 08-01449 B
SHEET NO.1 DESCRIPTION SC&E NTS - 03/06/12 sxEEr 1 OF 3
1. 2 ELEVATION. NOTES AND DESIGN PRESSURE CHARTS LROBERTOLOAU.SRE
1t32 tvOODFORD RD t{:1Vt5NLLQ NCz7az1
3 INSTALLATION DETAILS a�d8-06ti9
SIGNED: 1011612017
IL.
I1Ll477'''i
Luis R. Lomas P.E.
FL No.: 62514
1
t
CW
HI
156 3/8"
MAX. UNIT WIDTH
(MULLION SPAN)
HI
WINDOW
58"
AX.
BIKED
IGHT H2
TWFW4D0WFMWW4
WINDOW
Marlmam daslan zirp«um can2nbv turf lnsA
Tributary
Height
(in)
Mullion Span and Individual unit width
n
54601
7200
Moo
10&00126.00144.0015&38
1800
12,LOO
30.00
36.00 142.00
4&00
52.13
1&00
120.01
S&O
77.0
55.8
35.0
23.4
1&2
24LOO
110.41
7&0
60.0
42.3
26.5
17.7
3&00
93.1
65.3
49.9
34.2
21A
36.09
81.6
56.7
43.2
28.9
1&0
4LOD
73.4
50.5
38.3
25.1
15.6
-
-
4&00
67.5
45.9
34.6
27-3
$4.D0
63.0
473
31.7
20.1
-
-
-
60.00
59.4
39.5
1 29.41
18.3
6&00
56.2
37.3
1 27.51
16.9
T200
63.3
35 5
25 9
15.8
7150
50.7
33.9
24.7
8&00
40.4
32.5
1 23.6
LARGEAND SMALL MISSILE IMPACT. LEVEL D. WIND201VE3
DIMENSIONS W CHARTARE FRAMEDWENSIONSAND DO NOT
INCLUDEFLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT.
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP
2.
MULLION RATING MUST BE EQUAL" OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
RLvmL1Rs
REV LIESCR�ROM aArE IIPVRovtn
A REVISED INSTALLATION DETAILS 06/11/15 R.L.
8 REVISED INSTALLATION DETAILS 10/13/17 R.L.
4 5/8'
1 29/32" 27/32"
25/32" O O 8
1 9/16" p 13/16"
3 13/16'
3/8'
6XO5/32"
1'
SECT5768 CLIP
ALIlA11NtIM 60Gi-73.09:A• TTOCI(
FORWOOD FRAMING INSTALLATION
SECT570 MULLION
4 5/8' -{ ALUMINUM600545.125'714ICK
13/16- 3'
1 9/16-111 O
SECT5768 CUP
.1XWJ1"WW-73.0-W THICK
FOR MASONWXONCRETE INSTALLATION
�TRIBUTARY HEIGHT = H1 + H2
2
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030
5765 HORIZONTAL MULLION
SINGLE. TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND COMPONENTS
V.L 1 08-01449
SGLE NTS a1E 03/06/12 snEE12 OF 3
L ROOERTOLOAMSPE
1492 NDOOFORDRDLEVASVJLF RC2702T
a9F6B806o19 Namas�ikmsWesom
SIGNED: 1011612017
ILl6PI
tiJ F9'P�:
;p Tl
'''7$lOf In Nt��``�
Luis R. Lomas P.E.
FL No.: 62514
METAL STRUCTURE
1 3/8
110 WOOD MIN. EMBEDMENT
BY OTHERS
MIN. EMBEDMENT
SCREW
5765 MULLION
SECT5768
1/2" MIN.
CUP 3/i6' ELCO ULTRACON
INTERIOR
1" T—r
EDGE
TAPCON
MIN- 1/2" MIN.
DISTANCE
!
EDGE EDGE
DISTANCE DISTANCE
}
WOOD FRAMING
'
OR 2X BUCK
__._._—E .._.......... `
BY OTHERS
a
° L
EXTERIOR
MASONRY/CONCRETE
MULLION INSTALLATION
BY OTHERS
ANCHORING NOTES:
1) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3)—FOR-ANCHORING-INTO-METAL-FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 3 THR06 MINIMUM-BEYOND-STRUCTUREJNTERIOR-WALL
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4) FOR ATTACHING WINDOW UNITS TO MULLION USE 810 SELF TAPPING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL.
LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER
SCREWS AT EACH WINDOW.
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION
INSTRUCTIONS.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) 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 3.200 PSI.
C. METAL STRUCTURE - STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-15 FU=3OKSI .048" THICK MINIMUM
REW99M
REV DESGEPTMM DATE APPROVED
A REVISED INSTALLATION DETAILS 06/11/15 R.L.
B REVISED INSTALLATION DETALS 10/13/17 R.L
J10 SAPS OR
SELF DRILLING
SCREW
SECT5768
CLIP
lMERIOA 1
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030
5765 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
INSTALLATION DETAILS
V.L 1 08-01449 B
SCALE NTS DATE 03/06/12 "T3 OF 3
L. RODERTO LOVASRE
14M WOODFORD RD LEW1SM& IC 2=
43460OW rpomas6ftmaspemm
SIGNED: 10116IM17
\`````' *' D
TATE OF
ip'F':�OR1CT;• ���:
a1�Nnin `x`x
Luis R. Lomas P.E.
FL No.: 62514
4/24/2018,
Florida, Building Code Online
BCIS Home I Log In I User Registration
Florida
Product Approval4.0bu
USER: Public User
Product AQpwal Menu > Product or Apgi
•
FL #
Application Type
Code Version
Application Status
e" 116
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representa iv
Address/Phone/Email
f
Category
Subcategory
onxIm
'row,
Compliance Method
`k
Certification Agency
Validated By
i
Referenced Standard and
Equivalence of Product
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC
,; - �e I .a
:�,;..'�. � n ` fQaP►tBo?tr nnar;t peP,K� naPrl oivlsiorra cprrt�roArg
p Homes Core
> QRRllcation.List > Application Detall �Od lot 277
eadOWO
FL17499-R3 3218 gent Pine Drive
Revision
2017 _
Approved
*Approved by DBPR. Approvals. by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary:
MI Windows and Doors
650 West Market Street
Gratz, �PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitiinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
!xr Validation Checklist - Hardcopy Received
r (of Standard) Standard
AAMA 506
AAMA/WDMA/CSA IOI/I S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
01/15/2018
01/15/2018
p-q Le
Year
2011
2008
2611
A n i ,J /jL(/
https://www.floridabuilding.org/prlpr app dti.aspx?i = aramwGEVXQwtDgtCUGgvjQiz6BPhSOG'/o2f386zHJ4yNCXvbND%2bogfcvxszyw%3d%3d
4/24/2018• Florida Building Code Online
Date Approved 01/21/2018
Summary of Products
FL I Model) Number or Name Description
17499.1 185 SI j 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - i85 SH (pjpUMR=
Approved for use outside HV M Yes ,{4),pdj
Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (FIn)�p&,�(,5)
Design Pressure: +S5/-55 Done.
Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Fy3II9g)�=
bedded In Pecora 896 sealant. ,(a=
FL17499 R3 C CAC MI Windows - 185 SH lFlange) Iml2a
.(4).Rdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-025458.odf
Verfled By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513321B-3.odf
Created by Independent Third Party: Yes
17499.2
185 $H
5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
IVHZ:
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R3 C CAC APC(13361)E1726.01-109-47-RO 185
%(FLG waiver),
Approved for use outside Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH (ML(,U=
Design Pressure: +60/-60
FL17499 R3 C CAC MI Windows - 185 SH (Fin)(u),&
Other: R-PG60
FL17499 R3 C CAC MI Windows - 185 SH loge)-(IQLpdf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 II 08-02549B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513327E-4.pg
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use I
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside! HVHZ: Yes
FL17499 R3 C CAC APC(133¢3)E I729.01-109-47-RO 185
M(FLG walver=
Impact Resistant: No
Design Pressure: +60/-6
Other: R-PG60*
FL17499 R3 C CAC MI Windows - 185 SH
FL17499 R3 C CAC MI Windows - 185 SH (ip) (14),9
FL17499 R3 C CAC MI Windows - 185 SH (fjMgg)(] ),Mff
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
EL17499 R3 II 08-02550B.of[
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513328B-5.odf
Created by Independent Third Party: Yes
1�7499.4 >85 SH
3601 Fin, Finless, Flange Frame IG Single Hung
Certification Agency Certificate
Limits of Use I
Approved for use in HVHZ: No
FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH
(042522=
Approved for use outside HVHZ: Yes
Impact Resistant: No I
Design Pressure: +60/- 7
Quality Assurance Contract Expiration Date
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 R3 II 08-03163.pgf
Verified By: Luis R. Lomas, PE PE-62S14
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 514082.odf
Created by Independent Third Party: Yes
17499.5
185 SH
52x72 Fln/Flange Frame IG/SG Impact Single Hung
Limits of Use
Approved for use In HyHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FL17499 R3 C CAC MI Windows 185 SH (Eb)_IMR=
jg=
https://www.floridabuliding
4/24/2018,
Flodda Building Code Online
Impact Resistant: Yes f
FL17499 R3 C CAC MI Windows - 185 SH (IIp)jMp=
Design Pressure: +55/-55 I
I
Il),wff
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
FL17499 R3 C CAC MI Windows - 185 SH (fj=gum=
( =
bedded In Pecora 896 sealant.
FL17499 R3 C CAC MI Windows - 185 SH (egg) Impact
ts=
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17.499 R3 Ili 08-02544B-1-odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513320B-1.gdf
Created by Independent Third Party: Yes
17499.6
185 SH
52x84 Fln/Flange Frame IG/SG Single Hung
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside it (HZ: Yes
FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185
5WFLG waiver)5-SIG i-SA 52 1-8X84 R60(100918).gd
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH
FL17499 R3 C CAC MI Windows - 185 SH (FIIl)�4)aR�
Design Pressure: +60/-60
Other: R-PG60
FL17499 R3 C CAC MI Windows - 185 SH (Fjfipgg�(�),
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R3 II 08-02546B-2.0
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513322E-2.pf
Created by Independent Third Party: Yes
17499.7
18 i Triple SH
11102 Fin Frame IG/SG Single Hung II0x72 Flange Frame
IG/SG Single Hung
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R3 C CAC MI Windows - 185 SH Triple Fip)'_(Z)AW
FL17499 R3 C CAC MI Windows - 185 SH TriFInL(4),W
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH Triple (Flapggj
Impact Resistant: No
ULPM
Design Pressure: +50/-50
Other: R-PG50'
FL17499 R3 C CAC MI Windows - 185 SH TrInle (FlanggI
!4),Rdf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-025480.pd
Verifled By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513324E-6.pdf
Created by Independent Third Party: Yes
17499.8
1185 Twin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use I
Certification Agency Certificate
Approved for use to HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH TWIn (Fjp) (3Lpf
FL17499 R3 C CAC MI Windows - 185 SH TWIn (Fin)_(4).pdf
FL17499 R3 C CAC MI Windows - 185 SH TWIn (Flange),
Impact Resistant: No I
011:12
Design Pressure: +45/-45
Other: R-PG45
FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanggj
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
R3
FL17499 II 08-02547E-7.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513323E-7.pd
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: e50-487- _ 24
The State of Florida Is an AA/EE0 employer. Coljydght 2007-iota State of Florida.:: Priyaey 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
mall to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
4/24/20%
Florida Building Code Online
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 smalls provided may be used for ofhdal 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.5„
please dick h,.
Product Approval Acceptbs
®®®®®
Credit Card
Safe
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 ISLESS 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.
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 g6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I REV I o non I DOE I /wrrmrW
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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 88 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
—INTERIOR-WALL_LO.CATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION -RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCEi ITH-ANCHOR—
MANUFACTURER'S INSTALLATON INSTRUCTIONS AND ANCHORS SHALL. NOT BE USED IN
SUBSTRATES WiTH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL i8GA (.048' FY-33KSVFU=52KSI OR
ALUMINUM 6063 T5 FU-30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 8 INSTALLATION DETAILS
SiGNED: 0&26/2017
M'
AMARKETND OSTRE LLC•
R ITLo I?*��
650DWESTOW
GRATZ. PA 17030
``��J�S
`�v; v�0EN8�.• p
*�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 71" - NON -IMPACT
1ATIEta,
�.e4:NOTES 1. _ a. C:
08-03163
NTS 08/17/17 -M1 OF 8
LROHERTOLOMAGRE I Luis R. Lomas P.E.
1432KOWFORORDLEWEV2LE NC270M FL No.: 62514
An4ao5a9 ftM"@"wwqw=M
A
FF
HE
MAX FRAME
F36"
WIDTH I
10=MAX_
i—
_
t0
MAX O.C.
O
1- T
AX
UAE
GHT
%J
Q
T-
10' MAX
185 ALUMINUM SINGLE HUNG WINDOW
I
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGNER EXTERIOR VIEW
FLANGE A FUAEESS INSTi I LAnON
FLANGE& FINLESS INSTAU ATIOM
SEE CHART 01 FOR SMALLER UNTS REQUIRED ANCHORS
SEECHART I F FUR SMALLER L=3 REOUWED ANCHORS
DES1G111 PRESSURE RATING
AWPACT RA7WG
+60.01-67.OPSF
NONE
NOTES:
1. MAXIMUM SASH SIZE 34 3/8- X 35 5/8-
2. MAXIMUM D.L.O.: 33 1/4' X 32 1/8'
IA. I(2) SWEEP LOCKATS' FROM EACH END OF LOCK RAIL I
IMSM
DESCRFUpa ma I A"noam
CHART #1 FLANGE & FINLESS INSTALLATION
_ Number of anchor loa@one
required
Frame
Height
On)
— Frame
Width
n
1&
24.00
—
--30.00—
_ 3&00
Head
Jamb
Head
Jamb
Head
Jamb
Read
Jamb'
24.00
1
2
2
2
2
2
3
2
30.00
1
2
2
2
2
3
3
3
3Q00
1
3
2
3
2
3
3
3
4200
1
4
2
4
2
4
3
4
48.00
1
4
2
4
2
4
3
5
64.00
1
5
2
5
2
5
3
6
60.00
1
5
2
5
2
5
3
6
66 00
1
6
2
8
2
6
3
7
TL00
1
7
2
7
2
7
3
T
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36' X 71" — NON —IMPACT
FLANGE & FINLESS ELEVATIONS
nt De0 w.
OS-03163
ENTS I WE OB/17/17 —T2 OF 8
L ROBERTO LOURS P.E
144E W00DF0RDRDLEWISVU& NCT7021
410446-0509 da 8bmar- I
SIGNED. 092612017
\GElie* 1p-i
Luis R. Lomas P.E.
FL No.: 62514
36' MAX FRAME
WIDTH
36' MAX FRAME
WIDTH
4' MAX
IT
r 8 O.C.
4"
4- MAX
10' MAX
� O.C. �
4' MAX
4' MAX
4' MAX
`
,J
MAX Q&
g
O
MAX� O.C.
I
71'
MAX
71'
FRAME
HEIGHT
MAX
FRAME
4
HEIGHT
!
X �
X
4' MAX
4' MAX
185 ALUMINUM SINGLE HUNG WINDOW
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
EXTERIOR VIEW
FIN INSTALLATIM
FW INSTALLATION
SEE CHART I12 FOR SAfALLER UNITS REQUIRED ANCHORS
SEE CHART 02 FOR SMALLER UNITS REQUIREDANCHORS
DESIGNPRESSURERATING
AWPAOTR41M
+60.0%67.OFSF
NOW
NOTES:
1. MAXIMUM SASH SIZE: 34 3/8- X 35 5/8-
2. MAXIMUM D.L.O.: 33 1/4' X 32 1/B'
A (2) SWEEP LOCK AT 8' FROM EACH END OF LOCK RAIL
B. (2) BLOCK AND TACKLE SASH BALANCES AT JAMBS
aN.vmoas
oESORPnoN Dat[ I *Pwm
CHART #2 FIN INSTALLATION
Number of anchor locations required
Frame
Haight
pn)
Frame Width an
f
H 6 S Jamb
200 2100
H d S Jamb
30.00
H 6 S Jamb
?B 00
H R S Jamb
24.00
3
3
3
3
4
3
5
3
30.00
3
4
3
4
4
4
5
4
36 00
3
5
3
5
4
5
5
5
42.00
3
6
3
6
4
6
5
6
4800
3
6
3
6
4
6
5
6
SR00
3
7
3
7
4
7
5
7
60.
3
8
3
8
4
8
5
8
80.00
3
9
3
9
4
9
5
9
71.00
1 3 1
9
3
9
4 1
8
1 5
1 9
SIGNED: 0926/2017
MI C.
11Llp��i�i
ODwESTAMARKETOSTRREET
GRATZ, PA 17030
ft.
`�`�4
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
fit• 0 *1
36' X 71' — NON —IMPACT
'
�E
FIN ELEVATIONS
� OF ; O :
�••;eCDA101;•����
oaaxt
DING no.
REV
OB—T
WAS NTS oat[ 08/17/17 33 OF 8
I./a GMTOLOAMAE
ra4PnCo0F0WJ?DLEWbYfiLENC2=
soa
434613eNabrrts�6kmxpecom
Luis R. Lomas P.E.
fL as
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
—BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
ox• J
PACE
[EAD TO BE SET
IN A BED OF
APPROVED SEALANT
MET
STRUCTU
BY OTHE
APPROVED
SEALANT
INTERIOR
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
MAX. BACKER ROD
PACE & APPROVED
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKWSTALLATION
NOTES:
1.WIERIORAND6MRIJRRNISHES BYOTHERS$
NOT SHOWN FOR CLARITY.
2 PERIMETERAND.KONT SEALANT SY07HERS 70 BE
DESIGNED W ACCORDA NCE W77HAS7M Elf 12
1 1/4' MIN.
EMBEDMENT
1/4- MAX L_
SHIM SPACE 7/16'
MIN
EDGE
DISTANCE
18 WOODSCREW
J
WOOD FRAMING
REWMINS
1/4" MAX.
SHIM SPACE
INTERIOR
II II HEAD TO BE SET OR 2X BUCK EXTERIOR
IN A BED OF OTHERS BACKER ROD
APPROVED SEALANT & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2KRICK INSTALLATION
1/4' MAX.
SHIM SPACE
INTERIOR
08 SMS OR _\
INTERIOR
SELF DRILLING
SCREWS
a
DIE CE
1
SILL TO BE SET
IN A BED OF
�—
EXTERIOR
APPROVED SEALANT
METAL
SLRUCIURE
BACKER ROD
BY OTHERS
& APPROVED
1/4' MAX.
SEALANT
r SHIM SPACE
JAMB INSTALLATION DETAIL
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
METAL STRUCTUREINSTALLATX)N
SIGNED:0912WO17
-MI-WINDOW-ND
I C.
DOORS, L��
650DWESTAMARKE STREET
GRATZ. PA 17030
v�GENS�,giP
=�J
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
*••
36" X 7DDN—IMPACT
/ 'rho c6�*=
P
FLANGE INSSTALLLATION DETAILS
B
pTATOF trF�
awns
arcw
%%'A[pRL01;% :
i�i4�8IONA
08-903163
d
S`1�`
s a„c
NTS 08/17/17 4 OF 8
i
LROGERTOLOLKSRE
14w KV00FORORDLEWZVRL&JWC22VM
u6499- os ram, .aom
Luis R. Lomas P.E.
FL No.: 62514
MASONS
RLV CEsMM=
ooE �wvRouTa
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
' •. • . °' e
SEE NOTES 3 - 7
1 1 /4' MM.
SHEET i
EMBEDMENT
I
MAX'
CONCRETE/MASONRY
1/4' MAX. j
SHIM
HIM SPACE
BY OTHERS
BACKER ROD
SHIM SPACE
dt APPROVED
b '
SEALANT
'
HEAD TO BE SET
3/16• TAPCON = sa
IN A BED OF
`
APPROVED SEALANT
INTERIOR
.. .
EXTERIOR INTERIOR
MIN.
.. ,
EDGE
DISTANCE
• _ • '; EXTERIOR
BACKER ROD
do APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET I JAMB INSTALLATION DETAIL
-BACKER RODAPPROVED
SILL TO BE SET
M A BED OF
CONCRETWAASONRYWSTALLATTON
do APPROVED`
APPROVED SEALANT
SEALANT
��
NOTES:
OPTIONAL 1X BUCK
_ -
-t�4�
I. WTERM AND EXTERIOR F7?10 E% BYOIHERS,
NOTSNOWNFORCLARITY.
SEE NOTE 3 - 7
•
SHIM SPACE
2.PERIMETTA/LYD.AOWTSEALUYT8YOTHERST08E
SHEET 1
DESKiNED4VACCORDAACEMMASTME2112
SIGNED:09/7M17
CONCRETE/MASONRY
• •:
MI WINDOW AND DOORS, LLC.
-WEST-WEST
�u111llrrr
�S It.. LO�',���i
•_ a, y
•
MARKET STREET
GRATZ. PA-T-7030_
•:
a , 4 4 :. �' • . -�. •• . , ' ; • ,
'36'
SERIES 185 ALUMINUM SINGLE HUNG WINDOW—
X 71' — NON—IMPACTFLANGE
40AITI?l
INSTALLATION DETAILS
-0
MAIM on ea REV
i' :YOR1aQ:•'�
OB
VERTICAL CROSS SECTION
NTS °1h 08/17/17 9°ET53 OF 8
COAICRET E/MAS ONR Y B�STAL L AT 1 MN
L ROWATO LOMISP.E
1 dbln=@kbMXSpa=M
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
& APPROVED 1/4- MAX. J
SEALANT SHIM -SPACE--_____
HEAD TO BE SET
Ll IN A BED OF
APPROVED SEALANT
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
L
METAL 1 1/4- MIN.
STRUCTURE EMBEDMENT
BY OTHERS 1/4- MAX.
SHIM SPACE
7MIN
MIN
APPROVED EDGE
_SEALANT DISTANCE
_'/
#8 WOOD
oL�no11_
1/4- MAX.
SHIM SPACE
oue .rv��ta
INTERIOR
HEAD TO BE SET SCREW
EXTERIORU"�n IN A BED OF WOOD FRAMING - EXTERIOR
APPROVED SEALANT OR 2X BUCK
BY OTHERS BACKER ROD
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
1/4- MAX. & APPROVED
SHIM SPACE SEALANT
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2XBUCKNSTALLATION
NOTES:
1.INTERIGRANDEXTERIORRNISHMBY01 MIS
NOT SH0V4V FOR CIARITY.
2. PERtMETERAND JOlMSEALANrBYOTHERS TOBE
DESKMO INAI:GORDANCEWITHASTM E2112
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
#8 SMS OR
SELF DRILLING
SCREWS
1
7/16-
MIN.
EDGE
DISTANCE
1
& APPROVED
SEALANT
JAMS INSTALLATION DETAIL
WOOD FRAMNG OR 2X BUG lNSTALIATION
{__ 1/4- MAX.
I SHIM SPACE
INTERIOR
EXTERIOR
METAL BACKER ROD
STRUCTURE & APPROVED
1/4- MAX. BY OTHERS SEALANT
SHIM SPACE JAMS INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED.09/28/2017
MI WINDOW LC.
650 WESTAND MARKETOSTRREET
GRATZ. PA 17030
���\`\S It. LDAIV,i
J•'•
` v. �\GENd'FgiP�y
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
FINLESS INSTALLATION DETAILS
3LE X 71"INS — NONN DETAT�
QTAT OF ��
oaArlc owc so aflr
'O'�►': YORIC�: • �i����
OB 63
4%/B�ONA
auE
SME NTS 08/17/17 6 OF 8
1t16\``
L R0813M LOU45 AM
14M NOOOFGRD Im WWLSVOL9 NO V021
a4�g�y
Luis R. Lomas P.E.
FL No.: 62514
rt�sars
afv o
o APPMED
CONCRETE/MASONRY
BY OTHERS
~ '• e " ! ' •• ':
Q • ;
` - 'a •
OPTIONAL IX BUCK
• :. a
.
SEE NOTES 3 — 7
•
1 1/4- MIN.
SHEET.
I
EMBEDMENT
�1/4,MAX
CONCRETE/MASONRY
BY OTHERS OPTIONAL IX BUCK
BACKER ROD
SHIM SPACE
SEE NOTES 3 — 7
"a SHEET 1
do APPROVED
SEALANT
•
HEAD TO BE SET
3/16- TAPCON '•� �1/4_MAX.
IN A BED OF
APPROVED SEALANT
SHIM SPACE
INTERIOR
EXTERIOR INTERIOR
2 1/2- ..
MIN.EDGE
.•
DISTANCE
• . -' • • . EXTERIOR
S�
BACKER ROD
& APPROVED
SEALANT
SILL TO BE SET
JAMB INSTALLATION DETAIL
IN A BED OF
CONCAETEWASONRYWSTAU A7;ON
BACKER
APPROVED SEALANT
& APPROVED
NOTES:
SEALANT
f. BVTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK
1/4- MAX.
2PERlAfETERANDJOINTSEALANTBYOTHERS TOBE
SEE NOTE 3 — 7
SHIM SPACE
DESIGNEDWACCOROANCEIWTHASTME2f12
SHEET 1
_l
SIGNED: 09QW017
MI WINDOW AND DOORS, U.C.
\01R 111111
CONCRETE/MASONRY
BY OTHERS
• ,
" ., . . ;
650 WEST MARKET STREET
i
'SCE
GRATZ. PA 17030
rJ N,p'*�i�
�o
• ' ' •; a :• • • • .: ,• •
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
� k� its
•
°
w w
36 X 71 — NON —IMPACT
•
,TAT
FINLESS INSTALLATION DETAILS
p� OF
awRt DM xo. nEv
'�s10RID..'e
OB-903163 —
x
ij.,/, ONA 111; \���
VERTICAL CROSS SECTION
w>E
NTS 08/17/17 7 OF 8
�YINSTALLATION
f_ROWRTOLOAMP.E.
��
Lull R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
1 1/2' MIN.
r--
�dMENi
/6 WOOD
WOOD
SCREW
FRAMING
BY OTHERS
1/4' MAX.
SHIM SPACE
3/8' MIN pp
_E
EDGE DISTANCE r 1
EXTERIOR
INTERIOR
3/8' MIN
EDGE DISTANCE
06 WOOD
SCREW
APPROVED _.__..._
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR2XBUCK INSTALLATION
1/4' MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
WOOD FRAMING
BY OTHERS
1 1/2-
MIN.
EMBEDMENT
#6 WOOD
SCREW /
APPROVED J
SEALANT
BEHIND FIN
1/4' MAX
'I r SHIM SPACE
I RED 1
I ALv I DLsrnwDan DIE
INTERIOR
EXTERIOR
3/8' MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMMOR2X8ticicn muATioN
NOTES.,
L INTERIOR AND DCTERIOR FRNMiES, 8YOTHEIM
NOT SHOWN FOR CLARTY.
2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESrANED W ACCORDANCEWAHASIM E2112
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 71" — NON —IMPACT
FIN INSTALLATION DETAILS
DR4m on no.
A.R. 1 08-0310
scut: NTS IWE 08/17/17 IDWS OF 8
L ROOMTOLOWSP.E
l432 WOO DFORD ROLL-ZVfri U& NC 2M23
/344U4 9 /dom l7omttppcOm
SIGNED: 09/26/2017
````5111�IEi�B'•9iP
Luis R. Lomas P.E.
FL No.: 62514