HomeMy WebLinkAboutPRODUCT APPROVALSFlorida Building Code Online Page 1 of 3
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R22401
y
it
Type
AppliCode
New
Version
Code Version
2017
Application Status
Approved
-Approved by DBYR.
Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Addrese/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
MI Windows and Doors
6S0 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Marx or Listing
SCANNED
BY
St. Lucie County
American Architectural Manufacturers Association
Steven M. Urich, PE
e Validation Checklist - Hardoopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I-5.2/A440
AAMA/WDMA/CSA 101/-.S.2/A440
ASTM E1886
ASTM E1996
Method i Option A
06/09/2017
06/21/2017
ear
2011
2008
2011
2005
2012
Itttp:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL7 WPh33iXNArQ... 11 /15/2017
Ftorida Buildirig Code Online
Page 2 of 1
Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
FL 7t Model, Number or Name
Description
22401.1 Series 120/130/140 Aluminum
Series 120/1301140 Aluminum Sliding Glass Door- Non -
Sliding Glass Door
Impact
Limits of Use -
Certification Agency certificate
Approved for use in HVHZ: No.
_V>�iw RO C CA<- 1m-, cdf
Approved for use outside HVHZ: Yes
—LL—_ _RC C ca :5371.nCP
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
0210212022.
Other: Refer to Installation Drawing
Installation Instructions
c:2 i RD .r n8-01R87.0df
Verged By: LUIS ROBERTO LOMAS 62514
'
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
22401.2 Series 120/130/140 Aluminum
Series 120/130/1.40 Aluminum Sliding Class Dopr (OXO) -
Sliding Glass Door
Non -Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
=' Z_40' RO C CAC Ic365.ndf
Approved for use outside HVHZ: Yes (
F622=e<_ R0 ccLL—' F3%cef
Impact Resistant: No tIQuality
Assurance Contract Expiration Date
Design Pressure: N/A
102108/2022
Other. Refer to Installation Drawing
installation Instructions
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
treated by Independent Third Party: Yes
22401.3 Series 120/1301140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door - Impact
Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for u_se in HVHZ: No
:` 2'<4 __ =n :. CA-_ 165FLilCjf
Approved for use outside HVHZ: Yes
Fl 22=f-i RG C r'A==g370.oG;
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
11/29/2021
Other. Refer to Installation Drawing
Installation Instructions
R_224f11 RO tt 09-O'ORQ�?P
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
i>4y. RD SF C391506-1
Created by Independent Third Party: Yes
22401.4 Series 120/130/140 Aluminum
Series 1201130/140 Aluminum Sliding Glass Door (OXO) -
Sliding Glass Door
Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
�' I2a^, i '° C=ar=''"- �c
Approved for use outside HVHZ: Yes
EM40 i ROC r=r i6-37:..rr'r
Impact Resistant: Yes
Qmiltty Assurance Contract Expiration Date
Design Pressure: N/A
12119/2021
Othen Refer to Installation Drawing
Installation Instructions
rG
Verified By: LUIS ROBERTO LOMAS 62514
Created by independent Third Party: Yes
Evaluation Reports
F:1240: Rr, AE 5'�4�.^::
I Created by Independent Third Party: Yes
sE
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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. IX DUCK OVER MASONRY/CONCRETC IS OPTIONAL,
4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED,
B. 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 6005—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 24 FOR CLASS DETAILS,
13, APPROVED IMPACT ',PROTECTIVE SYSTEM IS.. I RFQ LU RED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMSEOMEN'T INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
OF CONTENTS
SHEET
I RW I 06cP.cnov I DATE I waeo.Eo 1
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1
7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
16, FOR ANCHORING THROUGH, FRAME INTO METAL STRUCTURE USE J114 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IR ELEVATIONS AND INSTALLATION
DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
16, 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,OODPSI MINIMUM.
D. METAL STRUCTURE; STEEL 1BGA (.048") FY=33KSI/FU-52KSI OR
ALUMINUM 6003—T5 FU-30KSI .04B" THICK MINIMUM
19. APPROVED CONFIGURATIONS: OX. XC. XX, OXXO, PX, XP, PXXP, PIX, XIP. PIXXIP, XIX, OIX.
XIO, PIN. XIIP, XIIX, OIIX, X110, PIIIX, XIIIP
20. DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER
THAN 1.0 DO NOT RCOUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT.
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — IMPACT
NOTES
12 — 3 I ELEVATION. ANCHORING LAYOUTS AND CHARTS R.S. OB-03066 I - I
A PLAN VIEWS Ui NTS oe'E O4/13/17 5NFC11 OF 24
5 — 23 [INSTALLATION
SIGNED: 0611412017
Luis R. Lomas P.E.
FL No.: 62514
6"I MAX --I '- I�—��-MAX6D.C.
6" MAX
L-
fl6" IG"
MAX MAX O.C.
FRAME -r--
HEIGHT
I .
6" MAX
191" MAX FRAME WIDTH
6 MAX --1
SERIES 120ALUMINUM SLIDING GLASS DOOR - IMPACT 2 3 & 4 TRACK(OXXX)
EXTERIOR VIEW
FINLESS & FLANGE INSTALLATION
WITH STANDARD SILT.
DESIGN PRESSURE RATING
IMPACTRATING
+15.0%55.OPSF
LARGEANDSMALL
MISSILEIIAPAor
WITH P gn'9.9 IV'.Sil l FYTrNOFR3
DES IC. NPRESSURERATING
IMPACTRAPNG
355.OPSF
LARGEAND SMALL
MISSAEIMPACT
MISSILE LEVEL O. WINO ZONE3 MISSILELEVEL O. WIND ZONE3
WHCtICWATERPENETRATIONRESISTANCEISREOUIRED WIIEREEATCRPENCI'RATIONRESISTANCEISREOUIRED
WITH STANDARD SILL. 25/8'3 0 12" SILL EXTENDERS
NOTES:
I. MAXIIAUMPANELSfZE:485/8'1931/2'
P. MAXIMUMD.L.O.!405/8'98512'
OESIGNPRESSURERA7ING
IMPACT RA17NG
355.OPSF
LARGEANOSIdALL
MISSILE IMPACT
MISSILE LEVEL D, WINO ZONE3
WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED
(2) ANCHORS
PER LOCATION
SEE CHARTS
#1, N2 & #3
FOR NUMBER
OF LOCATIONS
R.S.
nrolsroxs
OESCNWnON MiC NronahD
Numhor 0lonch0r IOCnt]Dnam ulnd 2anch0ro Par luc0tlon
Fnmo
Froam W1d111 In
Hal'ht
In
a0.00
MA9
Jamb
60.00
HA8
mb
Ja9
HA]9.00
Jamb
04.00
111A9
I Jamb
86.00
I rat I
Jamb
80.00
4
6
4
tl
G
6
8
tl
i
6
a4.00
0
A
8
4
6
b
o
B_
0
7
0
O4
9
6
I
6
,
9
'-B
6
/
G
96---00
4
i
4
r
a
]
0
I
i
11
Nmnbur of anchor location raqulrod (2 anabors par laca0on
Frame
Fram o Wldth In
_
HaI9h1
as
90.00
101.00
/20.00
44�
Oo
In
/76S
DNA$
Jeolb
7fA5
Jamb
HAS
amb
HAS
Jamb
60.00
5
8
B 0
]
0
I 0
1 0
1 10
1 G
14.00
6
0
6 0
B
1 9
0
10
8
90.00
9
6 B
T
B
0
6
10
B
06.00
5
1
6 1
7
]
1 B
I i
I 10
Numbarolanchorlacmlin, r0 Olratl 2anahbn p0l lacnlbn)
Forme
FmmO WWth8n)
1-10191ht
(IN
96.00
HAS
Jamh
120.00
HAS
Jamb
144.00
HA9
jamb
100.60
HAS
Jamb
182.00
NAS
Jomb
10.00
]
B
B
8
10
0
11
6
1]
6
11.00
]
8_
B_
10
0
1
6
1]
6
90.00
7
G
0
_B
An.00
1
]
6
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - IMPACT
'2 OF 24
No V0213
SIGNED:
Luis R. Lomas P.E.
FL No.: 62514
96"
MAX
FRAME
HEIGHT
6" MAX —
T X
6" -TMAX —
I I
I
I
I
I
I
MA
I
I
I
I POCKETUN
I SEPARATE,
I TO BE REVII
BUILDING 0
I
I
I 6��
L
191' MAX FRAME WIDTH
IV
MAX 4.C.
6" MAX —I
IIJmIII��I�� I
ocnlw Izu AL um l' um �L.L0 0 CILA9S uDOH - IMPAGT 2, 3, & 4 TRACK jPIXXIP)
EXTERIOR VIEW
FINLESS& FLANGE INSTALLATIONWITHHOOKSTRIP
WITH STANDARD SILL WITH 2 61A^ AA fo"SII L lkTPNnFH.0
DESIGN PRESSURE RA TING
IMPACTRATING
♦15.OF55.OPSF
LARGE AND SMALL
MISSILEIMPACT
DESIGN PRESSURE RATING
IMPACTRATING
.f55.OPSF
LARGEANDSMALL
MISSILE IMPACT
MISSB.ELEVEL D. WINDZONE3 MISSILE LEVEL O. WINO ZONE
WHERE WATER PENETRA RON RESISTANCE IS BLOOMED WHERE EATER PENE I' RATION RESISTANCE IS REQUIRED
W121 STANDARD SILL, 25/8'9 9 1&1'SILL EXTENDER.9
NOTES.'
1. MAXIMUM PANEL SIZE:48(u8'x 931P1'
E. MAXIMUM O.L.O.: 40"'x 65?&'
OESIGNPRESSURERATING
IMPACT -RATING
±55.OPSF
LARGEANDSMALL
MISSILEIMPACT
MISSILE LEVEL D. WINOZONE S
WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED
NMSIDNS
H. msmpmN I MTE I LPPIGR'ED
HOOK STRIP
(1) ANCHOR
PER LOCATION
SEE CHART
✓I�l, r12 A #3,
SHEEP 2 FOR
NUMBER OF
LOCATIONS
)CKET UNDER
:PARATE APPROVAL I
I BE RCVIEWED BY I
IILOINGOFFICIAL
I
I
I
I
— J
_ ..VD SILL (2) ANCHORS
PER LOCATION. SEE CHART /)I, 92 & #3
FOR NUMBER OF LOCATIONS
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 1703O
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - IMPACT
ELEVATION
omit DA'D No.
R.S. 08-03086
scwL NTS °^'< 04/13/17 s)¢v3 OF 24
L ROSCRTO LWAA5 P.E.
IN22WA MRDRDLEWISVILLE.NO2MJ
<34U66G6U6 sPa„ws2blumnsuaonn
SIGNED: 0611412017
Luis R. Lomas P.E.
FL Na: 62514
■ ` �I�iI:L�TI■�IM ■
J t.
I���vt■€IN ■
■ rl�E==+J\L�
RW305
I A. I O[SOMPAON I MTE I MP0020 I
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1 r
1 s j
■ •�LL1iii•`J�■ ��IE`9�'p ■
■ oi�il'�—��La 'Z, ■
PIIX (XIIP OPPOSITE)
StIM
� Z rl _TJI I EFERENCE ONLY.
MIXED: MATCHED
51 PANELS MAYBE
NECESSARY
■ ■I—� i ■ IYILr+r+e1LL..
• • •••• ,
PIIIX (XIIIP OPPOSITE)
MIX SIGNED: 0644/2017
MI 650DWEST MARKET
STREET LLC
\�J`S 1R����
GRATZ, PA 17030 \ �r,•�,\G NSF•,m
SERIES 120/130/140 ALUMINUM SLIDING=A':or61261�Y •*$
GLASS DOOR — IMPACT _.a r.Oz�:
PLAN VIEWS MAY OF '�;
;cniST MTE 06 503Da6
NTS O4/13/17 4 OF 24
L FOVERFOLOMAS P.E. Luis R. Lomas P.E.
140LN'ODFORDR IEWISVIIA(.H02)U:J FL No.: 62514
434t00009 fJannfiQ/IDlamviGUM+I
flEVI5AN5
{. 5/8" MIN. nn ccsca:a+aN wrz Lrmmr.D
WOOD FRAMING EDGE DISTANCC OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1 318.MIN. _ —_ I-. 1 MAX.
EMBEDMENT —II SHIM
SPACE
BACKER ROD -� 1/9" MAX. I -- INTERIOR
& APPROVED SHIM SPACE 5/8•
SEALANT MIN.
_ EDGE y
DISTANCE
#14 WOOD SCREW
u`2 � II14 WOOD EXTERIOR
SCREW
WOOD FRAMING -
INTERIOR OR 2X BUCK
BY OTHERS
EXTERIOR NOTES'
I, INTERIOR AND FORCLARIT FINISIIES. DI'tl'lIlERS,
NOTSHOWNNDJOINRITN,
1. PERIMETER ACCORDANC WIT ASIMF I1TO RE BACKER ROD
DESIGNED INACCtlRDANCE INITNASIM Elf 12 &APPROVED
SEALANT JAMB INSTALLATION DETAIL
,r111�1 gv� WOODFRAAIING OR 2X BUCKINSTALLATION
#14 MOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
1/4" MAX.
SEALANT
�—I SHIM
91GNED.'0611412017
�ISPACE
MI WINDOWS AND OORS LLC
VL1. L
1 S/8" MIN
EMBEDMENT
650 WEST MARKET STREET
\\\\"s 0/11
4/A"
.��GENSF'9s%
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
_—`, +IL• AIVo,.6w^6 •*_
WOOD FRAMING
GLASS DOOR - IMPACT
_y L�HH''�IE€,`(c>+co2�_
OR 2X BUCK
B B MIN
2 TRACK FINLESS INSTALLATION DETAILS
�j1, TAT OF lye
BY OTHERS
�EDCE DISTANCE'
DDwD No.
RVif°F•'�[ORIOP•�i
? 08
— �SSJONIA;`QaG�`�
VERTICAL CROSS SECTION
503D086
NT$ +E 04/13/17 5 OF 24
WOOD FRAMINGOR2XBUCKINSTALLATION
L. ROL+ERTDLOVASP.E.
Luis R. Lomas P.E.
I4.v w000roRanmewisvrtLE, Nc:nDso
434648=9 gOmgl{w`GIPnd.pq.M11
FL No.: 62514
5/8" MIN. Nlv oescmnnaN on¢ w>rortn
EDGE DISTANCE —
METAL
STRUCTURE 1/4" MAX.
BY OTHERS — —.—_-..I- -I— -i I^ SHI*11ACI
BACKER RODMAX. I ERlOR
APPROVED SHIM SPACE 5/BSCAIANT MIN.
F.MINDGE
OISTANCfS14 S RI OR
SELF DRILLING/SCREW#14 EMS ORR
SELF DRILLING SCREWS
T!N ERIOp
FXTERIOR
METAL -�'--•
—•'"�
NOTES:
STRUCTURE
1. INTERIOR AND EXTERIOR FINISHES, pYORIERS,
BY OI HERS
NOTSHOWN FOR CLARITY.
P. PERIMETERANDJOINTSEALANTBYOTIIERSTOBE
BACKER ROD
DESIGNEDINACCORDANCEWITHASTME2112
k APPROVED JAMS INSTALLATION DETAIL
(N14 SMS OR
SEALAN, METAL STRUCTURE INSTALLARON
SELF DRILLING
SCREW
/- SILL TO BE SET
fr-�1
IN A BED OF
/i
APPROVED SEALANT
to D
pf
it 1
SEALANT
U� /4" MAX.
SHIM SPACE
SIGNED: 06/14/2017
"
MI WING50DOW$ AND DOORS LLC
WEST E REET
\\,\\`511111IC1O�'//'/
E NSF 9s
GRATZ. PA 17030
titer •-\'r,
SERIES 120/130/140 ALUMINUM SLIDING
fi'• 0„61261•*=
STRUCTURE
GLASS DOOR - IMPACT
�(/!/J//•�(�(jl,C/�� -_
BY
5/8" MIN.
2 TRACK FINLESS INSTALLATION DETAILS
„P ; STATE O�� ^`
4
/�'�t:•'�COR10P••�?�:
EDGE. DISTANCE
oaAwx; ONO No.
nLv
VERTICAL CROSS SECTION
F.S. oR 503�086
- iij�sLpNIA�1E�G��\
METAL STRUCTURE INSTALLATION
�1C
NTS O4/13/17 6 OF 24
LR09ERT01014ASP.E.
uY^Ra Ra lEvnsvuLe. NczTa2a
Luis R. Lomas P.E.
FL No.: 62514
gT1.essogeewcaas •ovnasLrywea'nwspenwn
Iq
_
2 3/16" MIN
1 7/8- MIN.
SEPARATION
EDGE DISTANCE �I
CONCRETE/MASONRY
°.
BY OTHERS
a'
'
1 1/4" MIN.
a•,a°'
EMBEDMENT
OPTIONAL IX Bl1CK-�'
�
SEE NOTES 3 - 7
SHEET 1
I
BACKER
kAPPR
ANT NT
SEALANT
�
�
SHIM" SPACE
1/4" TAPCON
flEN5LG5
ocswnnn°u afltc u�nBmco
1 1/4" MIN. _
EMBEDMENT -_ 1/4" MAX.
SHIM SPACE
— A
1 7/8" a• /�__
MIN.
EDGE
DISTANCE
j
23 16"EPARATION
AL IX
N �I OSEENNOTESHEET 1 `-...
SHEET
E%TEAfOA INTEAIOA 'r'�"1`I,��"',y�L•d�;�M•-
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5/B'
MIN.
EDGE
DISTANCE
L
#14 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
0 44
GRATZ, PA 17030
`\\\J\5,.'..
` v .�\G E Af-9
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - IMPACT-
=� 0 61 *=
��
3 TRACK FLANGE INSTALLATION DETAILS
gym, TIa7E nc •L';=
-'�Nlll llll"-
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
�—
4 7/I6" MIN_
SEPAPA71ON
1 7/8" MIN
EDGE DISTANCE I�
PEVISNYP
RLN oacmciaR MT OPWLD
4
BY OTHERS
n'
'
•
°°
1 I/4" MIN.
° EMBEDMENT
I 1J4" MIN.
EMBEDMENT
1MAX.
OPTIONAL 1X BUCKS .'
SEE NOTES 3 — % \"
.•°"
- --F
_
SHIMSPACE
SHEET I,
/
BACKER ROD ../
`�
1 7 0
fNTERIOR
& APPROVED
1/4" MAX.
SHIM SPACE
MIN
EDGE
a••. a
SEALANT
A,
DISTANCE
I
—
�— 1/4" TAPCON `RIIN+WIIN I
NOTES: I '° • • J EX7ERIORV
I. wrtuon FINISHES, BY OTHERS, ,
N0IMEJER FOENOtOINCLARITI'. 4 MIN
2. DESIGNED IN ACCORD SEALANT ASTMr 11 TO RE MIN
DESIGNED IN ACCORDANCE WITH ASiM E2II2 SEPARATION
INTERIOR
EXTEpIOA
1/4" TAPCON
SILL TO BE SET
I IN A BED OF
APPROVED SEAL14T
BACKER ROD 1/4" MAX.
& APPROVED
SEALANT "'—j T� SHIM SPACE
OPTIONAL 1X BUCK—
SEE NOTE 3 — 7
SHEET 1 •d •' " 4 'a I 1/4° MIN
•: n �' ° EMBEDMENT
°'
CONCRETE/MASONRY —4 7/16° MIN^ 1 7/8° MIN
BY OTHERS SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCREr6 SONRY INSTALLATION
" umm
a '
1/4" TAPCON °
CONCRETE/MASONRY -- .° • ,•�
BY OTHERS BACKER ROD
OPTIONAL IX DUCK & APPROVED
SEE NOTE 3 — 7 SEALANT
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
SIGNED: 0611412017
M1 W1NDOWS650 WEST ANDDOORS
STREET LLC \\\\\\sl1n1111I1o/11j7i
GRATZ, PA 17030 •,\O E NSF; 9LP
SERIES 120/130/140 ALUMINUM SLIDING 1r A�Io„6R61 •+"
GLASS DOOR - IMPACT
3 TRACK FLANGE INSTALLATION DETAILS Pam.• STAT OF�`
OWN oso W. RLv •'P<0 IOP. �?
SM[ NITS oME 04/13/17 08 °OE° B 9 OF 24 /�SSiOtillNA IAaG\\\\
L. HOBERTO LONAS P.C. LOI9 R. Lomas P.E.
W2 lvwlORORD LnnsvnL6. NO27=3 FL No.: 62514
0.9ICCPCW9 .P°°a5QN4oa:flFPe.OYn
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
•_^ ICE
REV I D6ORW 6N I MTE IYVRPd➢
B" MIN. 1/4" MAX.
:DMENT 1-11— SHIM SPACE /---1
5/B'
FAIN.
EDGE
DISTANCE
#14 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, EYOTHERS.
NOTSHOWN FOR CLARITY.
PERIMETER AND JOINT SEALANT SY OMF. RS TO BE
UESIGNEDINACCORUANCEWIIHASTMF.2112
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
13/B" MIN
EMBEDMENT
—
S/0" MIN
VERTICAL CROSS SECTION EDGE DISTANCE
WOOD FRAMING OR 2X BUOKINSTALLATION
INTERIOR
EXTERIOR
BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED SEALANT WOOD FRAMING ORP.XBUCKINSTALLATION
SIGNED: 004/2017
MI WINDOWS AND
650 WEST MARKET STREET
ENgFgs��
GRATZ. PA 17030
���,J,���c
`'k• �0.01 *'
SERIES 120/130/I40 ALUMINUM SLIDING
GLASS DOOR - IMPACT
'J
4BTATE
4 TRACK FLANGE INSTALLATION DETAILS
�P , OF
�'TF•,'cCORIOP. �8�.
Daxw.
DM NO.
RLv
08
Luis R. Lomas P.E.
FL No.: 62514
'M E NTS DATE 04/13/17 s0 -20 OF 24
L. ROBERTO LOIAAS AC
IJJY WJOOTOAONULCWLSV&L£. NCZ=
1Tq BBB'CBOT dbulY^y^yD10�MSyB. rom
5/8' MIN.
xcv ssscmwion MTE I . MOAo
EDGE DISTANCE
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS _ _ _� 5/.� fNTERIOR
MIN.
BACKER ROD 1/4• MAX EDGE ._..__.
& APPROVED SHIM SPACE D157ANCE -- —
SEALANT I
#14
SCR W OR
SELF DRILLING #14 SMS OR E T� EFIOR
SCREW SELF DRILLING
SCREWS
f of METAL
STRUCTURE
INTERIOR BY OTHERS
EXTERIOR
I BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
I_ 5/8" MIN.
VERTICAL CROSS SECTION EDGE DISTANCE'
METAL STRUCTURE INSTALLATION
NOTE.'S'
I. INTERIOR AND EXTERIOR FINISHES. SY OTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERAND.IOINTSFALANTSYOTHERSTOSE
DESIGNED IN ACCORDANCF WTFHASTM E2112
0 BE SET
3ED OF
WED SEALANT BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED METAL STRUCTURE INSTALLATION
SEALANT
1/4" MAX. SIGNED: 0611412017
SHIM SPACE .....
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
�>ti'•
GLASS DOOR — IMPACT
4 TRACK FLANGE INSTALLATION DETAILS
07
Owa Ib.
PEV
j
R.S.
08-03086
E L NTS 0"E 04/13/17 1 5H0021 OF 24
Luls R. Lomas P.E.
FL No.: 62514
4 7/I6" MIN
1 7/8" MIN.
REASONS
CONCRETE/MASONRY
SEPARATION ^
EDGE DISTANCE
REV oESanrtau
are uomrvco
BY OTHERS
°
1 1/4" MIN. I/4" MAX.
° e°
•, 1 I/A" MIN.
EMBEDMENT SHIM SPACE.
' • .., '
e, ^ EMBEDMENT
I}
OPTIONAL 1X BUCK ^`\�
—' _---
0"
17/N.
SEE NOTES 3 - 7
INTERIOR
SHEET 1
EDGE a
DISTANCE
BACKER ROD
—�
1/4" MAK.
••°
& APPROVED
SHIM SPACE
_
SEALANT'
1/4" TAPCON
EXTERIOR
4 7/16"
MIN a
NOTES:SEPARATIOI
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOTSHOWNFORCEARRY.
R. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITHASTM
Elf I2
N7FRIOq
EXTERIOR
,
1/4" TAPCON
a
s
1/A" 'fAPCON
CONCRETE/MASONRY
BY OTHERS
•BUCK
i.
— SILT. TO BE SET
IN A BED OF
OPTIONAL iX BACKER ROD
APPROVED SEALANT
SEE NOTE 3 — 7 h APPROVED
SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETEJMASONRY INSTALLATION
BACKER ROD
1/4" MAX.
SIGNED: 0611412017
& APPROVED
SHIM SPACE
SEALANT
MI LLC
II�O��9
�_L
650DWEST MARKETSTREET
`\\\J\g\TR
OPTIONAL 1X BUCK
GRATZ, PA 17030
` r,•y�OENS�•,fi+
SEE NOTE 3 — 7 -.�
. .
"
e
SERIES 120/130/140 ALUMINUM SLIDING
q`*. �,1I10•.6^�61 *=
SHEET 1
e
• a
" 1 1/4" MIN
GLASS DOOR —IMPACT
— .�{R
...
'°,
•• • n
EMBEDMENT
•.i
4 TRACK FLANGE INSTALLATION DETAILS
qq
F 6TAT OF
.
.,
owo xo. Rei
CONCRETE/MASONRY d
.
�-4 7/16" MIN
1 7/8 " MIN
OB—s03086
uS. wrz
N11A111��G�\\`
BY OTHERS
REPARATION
FOOT DISTANCE
NTS 04/13/17 22 OF 24
VERTICAL CROSS SECTION
I. ROBERTOLOMASRF.
Luis R. Lomas P.E.
CONCRETFiMASONpYINSTALLARON
u?7�'AUaoFnRo/IUEEVA9v4EE NO2M3
OEd0E09 9onin. NAonm,peam,
FL No.: 62514
R'YISpNS
13/8" MIN.
1 3/8" MIN.
EMBEDMENT
ALV b0cRinnoN mtE MFROWD
_
EMBEDMENT
NOTES:
-- WOOD FRAMING
/11q W000
W000 FRAMING
I. INTERIOR AND EXI'ER1011 FINISHES, BY OTHERS,
jl4 WOOD —
OR BUCK
SCREW
OR 2K DUCK
NOTSHOWN FOR CLARITY.
SCREW
BY OTHERS
T
BY OTHERS
2. PERIMETER AND ,IOINT.SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCC WITH ASTM C2112
CY
5/8j MIN.
5/B" MIN.
EDGE DISTANCE
DISTANCE
I100K STRIP
EDGE
HOOK STRIP
1NTER10R
��
INTERIOR
� III PANEL INTERLOCK
I�---,�
, PANEL INTERLCCK
EXTERIOR
HOOKSTRIP (M-2533) INSTALLATION
2X BUCIN1000 FRAMING
METAL STRUCTURE
BY OTHERS
#14 SELF DRILLING
SCREW
EXTERIOR
HOOK STRIP (M-2534) INSTALLATION
2X BUC&WOOD FRAMING
METAL STRUCTURE
BY OTHERS
))14 SELF DRILLING
SCREW
mlmnro
5/B" MIN,
EDGE DISTANCE
HOOK STRIP _IL HOOK STRIP
INTERIOR INTERIOR
PANEL INTERLOCK _
5/B" MIN.
r� EOG�TANCE
PANEL INTERLOCK
EXTERIOR EXTERIOR
HOOK STRIP (M-2533J INSTALLATION HOOK STRIP (M-2534) INSTALLATION
METAL STRUCTURE METAL STRUCTURE
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — IMPACT
HOOK INSTALLATION DETAILS
)MM ewo to,
R.S. 05-03086
K LE NTS sale 04/13/17 ISHELY23 OF 24
L. R00CR10L01AAS P.F.
1491W FORVRDLEWSVIRE N027OW
43a089M09 Nanas6tlaraxpe.rom
SIGNED: 0611412017
\\`\\S 11n11I`10ITAAi
�1r• m�'B.A261X �•Yr=
Luis R. Lomas P.C.
FL No.: 62514
1 1/4" MIN,
EMBEDMENT 1X BUCK BY OTHERS,
IX BUCK BY OTHERS, 1X BUCK TO BE
1X BUCK TO BE ° n PROPERLY SECURED
PROPERLY SECURED
v MASONRY/CONCRETE I/4" TAPCON -
1/4• TAPCON BY OTHERS
HOOK STRIP HOOT( S'T RIP
-
1 3/4" MIN.
[ � EDGE D
ISTANCE
INTERIOR r- _ = INTERIOR
PANEL INTERLOCK
EXTERIOR
HOOICSTRIP (M-2533) INSTALLATION
IMSONRYICONGRETE
3/16- TEMP
EXTERIOR
STAINLESS STEEL
BOX SPACER 1
ALUMINUM
GLAZINGBEAD
1
3/4" BITE
_ 1 1/4" MIN.
EMBEDMENT
- MASONRY/CONCRETE
BY OTHERS
.1.
11 1V 1-
n' 1 3/4" MIN.
i EDGE DISTANCE
PANEL INTERLOCK
EXTERIOR
HOOKSTRIP (M-2534) INSTALLATION
MASONRY%CONCRETE
1/16"
/16" ANN
100" HP PVB BY EASTMAN
3/16" ANN
INTERIOR
l SILICONE SEALANT
GLAZING DETAIL
a
M41ONS
DESMMpN
—�3/4"
3 1/2"
3 1/2" SILL EXTENDER
ALUMINUA4600345.062'PIICK
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - IMPACT
GLAZING AND SILL RISER DETAILS
PMWN: )WD 110.
08-03086
i0Le NTS IME 04/13/17 15nEeT24 OF 24
DUE I �PO+ED
I`-1 3,4•
2 5/8"
�-
25/8" SILL EXTENDER
ALUMINUM 60CJ-T5 .062'THICK
SIGNED: 06/14/2017
_.atlll lfb,..
Luis R. Lomas P.E.
FL No.: 67514
Florida Building Code Online
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PreduR Aopmval Menu> Pmd.ct or annlicanon search > Aoolianion List > Application Detail
FL #
'Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical. Representative
Address/Phone/Email
Quality Assurance; Representative
Address/Phone/Emad
Category
Subcategory
ComplianceMethod
Certification Agency
Validated By.
Referenced Standard and Year (of Standard)'
-E4uivalence of Product Standards
Certified -By
-Product Approval Method
Date. Submitted
Data Validated
.Date Pending FBC App nova I
/A -IC 1't i�F aJE'
FL17499-RS - F t - - -
Revision I_7
2017
Approved.
*Approved by DBPR.Approvals: by DBPR-shall be reviewed and ratified by
the POCand/or the Commission if necessary. SCANNED
RFCEIVEp �7 I"1BI VYIV
Ma r 10 zoSt. Lucie County
19
MI Windows and Doors
650-West Market Street
Gmtt) PA 17030
(717):365-3300I Ext2560
bsitlinger@miwd.com
Brant.Sillrnger
bsitli66e4miwd.com
Method 10ptionA
03/18/2019
-,03/16/2019.
Permitting Depart St. Lucie County
.,.Year
201=1
2008
2011
floddabuilding.org/pr/pr_app d6:aspx?paramzvGEVXQwtQgtCUGgvj0iz6BPhSOGe/.MBBzXgygPRVBLovnTSbZoYnLfQ%3d%3d 1/4
5/6/2019 Florida. Building. Code Online
Date Approved 03/27/2019
Summary of Products
FL#
Model, Number or Name
Description
17499.1
185 SH
36x84 Fin/Flange Frame IG/SG:Impact Single: Hung
Limits of Use -
Certification Agency Certificate
Approved for InHVHZ: No
FL17499 R5 -C CAC APC (13278)- i855H 11U1723).odf
Approved for use outside HVHZ::Yes
FL17499 R5 C. CAC APC f13279).185..SH.f101723),odf
Impact Resistant: Yes
FL17499 R5 C.CAC APC (13280) 185 SH f 01 1723).odf
Design Pressure: +551-55
FL17499 R5 C CAC APC (13292)-185'SH (101723)
Quality Assurance. Contract Expiration Date
Other: R PG55*, Missile Level D, Wind Zone 3. Glass to. be
.bedded in Pecora.806 sealant.
10/17/2023
'Installation Instructions
FL17499 R5 II 08-02545B:12df
Verified By: 'Luis R. Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513321B-3:pdf
Created by Independent Third Party: Yes
17499.2
185 SH
52x72 Fri/Flange Frame IG/5G Single Hung Laminated Glass
Limits of Use
'Certification Agency Certificate
Approved: for use in HVHZ: No
FL17499 RS C:CAC AP9(132fi9� 185 H (300823),pQl:
FL17499 R5 C CAC APC (13270) 185 SH (100823)
Approved: for use outside HVHZ:>Yes
.Impact Resistant: No.
FL17499- R5 C. CAC APC (1$271) 185'SH f100823);RQ[
FL17499 RS C CAC APCT.13361) 185.5H (1008Z3):oAf
.Design pressure: +60/-60
-Quality Assurance Contract,ExpirationiDate
Other: R-PG60
10/08/2023
Installation Instructions
FL17499 RS II 08-025498.odf
Verified By: Luis:. Lomas PE-62514
Created by Independent Third -Party. Yes
Evaluation Reports
FL17499 R5 AE:.-513327a-4:odf
Created by Independent Third Party; Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SGSingle Hung Laminated Glass
Limits of Use
Certification Agency Ceitificate
Approved for use In HVHZ: No
Approved for use outside HVHZ:•Yes:
01-17499 R5 C CAC APC:( 3x 272) 185 SH (101723):odf
FL37499, RS`C CAC APC (13273) 1
H 1 23 ,p-dj'
Impact Resistant: No
Design Pressure: +60/-60
FL17499. R5 C,CAC APC'(13274) 185 SH.(SOi723 .odf=
FL17499 R5-C "CAC APC (13363) 185 SH (1 17 pdf:
Quality Assurance Contract Expliation Date -r-, '
Other: R-PG60•
10/17/2023
Installation Instructions_
' FL17499' R5 4I 08-025S0B•odf=,
Verified By: Luis Lomas P"2514-
Created by independent Third Party: Yes
Evaluation Repoebis
F[17499`R5`AE 513328E-5.IL.
Created by Independent Third Pang: Yes. ,
17494.4
185 5H _ -
36x71'.Fn, Finless, Flange Fram61G Single,Hung`
Limits of Use
Certification Agency Certificate "
:Approved for use in HVHZ: No
'FL17499 RS C CAC APC H0462 01-109-47-RO` 185 SH
(042522).Rdf -
Approved for use outside HVHZ:-Yes
Impact Resistant: No _
Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 - _
- 04/25/2022 s,
'Other: R-PG60*
Installation Instructions,
"FL37499`
RS II•,08+03163.odf'
VerifieB By:"Lois R. Comas, PEPS-62514
Created by Independent Third Party: Yes
`
',
Evaivation'RePorts — ' "
FL174991 R5 AIE 5140820odf.-
Created by Independent Third Party:. Yes
17499.5 _
is; SH
36x72 Fn,'Flange, and Flnless Frame Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
,, FJ:17499 RS C CAG APCf17811)1583i02-106-11-RO 185.
SH(g61423).odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality A=Umnce contract: Cxplmtivn Data
Design Pressure: +601-70
06/14/2023 `-
Other: R-PG60 -
Installation Instructions
17499.. RS 7r 68-03383:odfr
. Fl
Verified By: WWII: Lomas, PE'. PE-62514
Created by Independent Third; Party: Yes
Evaluations Reports
tloddabuilding.orglprlpr app_d0.aspic?param-wGEVXQwIDgtCUGgvjQiz6BPhSOG%2fd86zXgygFRVSLovnTSbZoYnLf4%3d%3d- 214
5/6/2019 r .
.Florida Building Code Online
VA
floridabuilding.org/pripr app dU.aspxTpamm= GEVXQwtDgtCUGgvjam6BPhSOG%2f386zXgygPRVBIovnTSbZoYnLfQ'/.3d%3d 3/4
5/6/2019
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
.Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:R-PG50"
Certification Agency Certificate
R17499 R5 C CAC APC r13341) 1855H-U1 f110423),pslf
FL17499 R5 C CAC APC (13343) 1955H TPL (102123),W
F617499 RS C CAC APC (13346) 185 SHTPL
f 0 023 ;per
FL37499 RS C CAC APC(13348jja5 5H
TPL (0 123 Sdf
Quality Assurance Contract Expiration Date
10/20/2023
Installation: Instructions-
FL77499 RS IIOB-02549BodF
Verified By: Luis R Lomas PE 62514
Created _byIndependent Third Party: Yes.
Evaluation Reports
FW499 R5 AE 513324E-6.odf
Created by Independent Third Party: Yes
17499.12
185 Twin SH
306x72.Fin Frame IG/SG Single Hung 105x72:Flange Frame
_
IG/SG Single Hung
Limits: of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other:-R-PG45
Certification Agency Certificate
FL17499 R5 C CAC APG( 31 340)185 SH7WN f 7 2 ,pff
- FL17499 R5 C CAC APC r13342UQBSHTWN.11104231.odf
FL17499 RS C. CAC APC'(13347) 1855H MAIN (01 2023)--Rd1
FL17499R5C CAC APC -(13349).184SH TWN (102123kodf
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R5 1I 08-025478-7 pdf
Verified By: Luis R Lomas PE-62514
-- Created.by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513323E-7.Pf
Created. by Independent Third Party: Yes
Back Neill
{nnMM Us :: 1601 Blair M A d LMLh� R 32399 Ghone: 95049LIS24
Ooridabuilding.orglpr/pr app dU.aspx?param=•<vGEVXQVADgtCUGNQiz6BPhSOG%2f386ZXgygPRVBLovnTSbZoYnLfG1%3d%3d 414
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. IN BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS TITAN 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,
G. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS 7HE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED,
8. FOR FIN INSTALLATION SHIM, AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL; EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RE LIIREO FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WffH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
Rmsmns
oFscnwnau M7( µpgpyEO
REVISED ANCHOR SPACING 4: CHARTS 07/71/16 1 R.L.
REVISED 61,42ING 09/29/17 JR.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" MININUM 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 N 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 M1141MUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF 0=0,42
B, CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI,
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM.
0. METAL STRUCTURE: STEEL ISGA (.048") FY-33KS1/FU-52KS1 OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
ELEVATIONS
5 - 8
DETAILS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
NOTES
N.G.
08-02544
SIGNED: 1010212017
Luls R. Lomas P.E.
FL Ho.: 62514
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FLANGE & FINLESS ELEVATIONS
m: Dwc No
08-02544
NTS IDAM 12/09/14 JSHEET2 OF 9
L.RO➢ERTOLOWSP.E.
SIGNED: 1010212017
Luis R. Lomas P.E.
FL No.: 62514
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NOTES:
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DESIGNED INACCOTIOANCEWIrII ASI'ME2112
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DATE APIFD+ID
11/16 R.L.
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VERTICAL CROSS SECTION METALS STRUCTURE INSTALLATION till WINDOWS W GRATZ,A AR 3 DOORS,
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SHIM
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SIGNED; TO/02/2017
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MI
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MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 155 ALUMINUM SINGLE HUNG WINDOW
52"X72" IMPACT
FINLESS INSTALLATION DETAILS
OMwn: ONG NO.
N.G. 08-02544
s�NTS 04' 12/09/14 5"LD6 OF 9
14V
SIGNED: INZ2017
Luis R. Lomas P.E.
FL ND.: 62514
KM•JONS
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MI WINDOWS AND DOORS, LLC
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"K72" IMPACT
COMPONENTS
N.G.
9 OF 9
N02702]
SIGNED., 1010212017
Luis R. Lamas P.E.
FL No.: 62514
Florida Building Code Online
Page 1 of 4
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By -
Certificate of Independence
FL11560-R3
Revision
2017
Approved
SCANNED
BY
St. Lucie County
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502) 855-4300
dstenner@metalsales.us.com
David Stermer
cistermer@metalsales.us.com
Rooting
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Bala Sockalingam
PE-62240
Keystone Certifications, Inc
12/27/2026
Yoosef 1avi, P.E.
J Validation Checidist- Hardcopy Received
FL115-0 R3 CDi Certti 3 dteS ene deu
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
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Product Approval Method Method 1 Option D
Date Submitted
09/09/2017
Date Validated
09/1412017
Date Pending FBC Approval
09/15/2017
Date Approved
12/12/2017
Summary of Products
FL S
Model, Number or Name
Description
11560.1
Aluminum 5V-Crimp
24- wide, nom 0.032' thick aluminum through fastened roof
-
panel over min 15/32- thick plywood deck or 7/16' thick
OSB with fasteners through panel fib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F I1560 R3 it E • ;pat' R rt7181 1 elf
Approved for use outside HVHZ Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistan U N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-161.5
Evaluation Reports
Other. Uplift load of 30 psf at fastener spacing of 36" o.c.
FL11.5fx'f R3 ALL- T ationBeportC213i 1 ndI
and 161.5 psf at fastener spacing of 6" a.e
Created by Independent Third Party: Yes
,
11560.Z Aluminum Image li
16" wide, nom 0.032" thick aluminum concealed fastener
roof panel over min IS/32' thick plywood deck or 7/16'
thick OSS.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F111560 R3II EvaturationitecartC2181 2 n•3
Approved for use outside HVHZ Yes
Verified Byz Bala Soclmlingam PE 62240
Impact Resistant N/A
Created by Independent"third Party: Yes
Design Pressure: +N/A/-107.4
Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 24- o.c.
FLi2560 R3 AE Eyiilj,gtjgURepq,tC2J81 1 edf
and 107.4 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
11S60.3 Aluminum Image H
16- wide, nom 0.032- thick fastener roof panel over min
19/32- thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1`1-11SW R3 11 d"
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-19S.D
Evaluation Reports
'oIIF
Other: Uplift load of 22.S psf at fastener sparing of 24'
Fl ll,%Q 9.3 AEF I R nC2•SE
o.c., 104.7 psf at fastener spacing of 6' c.c. and 195.0 psf
Created by Independent Third Party: Yes
at fastener spacing of 6' o.e with support strap.
11560.4 -� +
im`ayell .
Min. 26 ga -mm :. 16' wide standing seamm molpanel
' -
min. 15/32. thick plywood deck,
Limits of Use
Installation Instructions
Approved for use in HVHZ: NO
Ftl 1550 R3 IT Eval • t' R oe(72181 4-ad=
Lalingam
Approved for use outside HVHZ: Yes
Verified ey: Bala So PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-84.25
Other: Uplift load of 84.25 psf at fastener spacing or 24-
Evaluation Reports
FL115W R3 A- C-vai ti Re gaC2181 4 ndr
O.C.
Created by Independent Third Party: Yes
11560.5 Image II
Min. 26 ga., max. 16' wide standing seam roof panel over
min. 19/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Fl 111350 R3 11 F I tionReo rtC2181 5 a "f
Approved for use outside HVHZ: Yes
Ve.-nfied By: Bala Sockalirgam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-139.1
Evaluation Reports
Other: Uplift lead of 843 psf @ fastener spacing of 24'.
FLt1S60 R3 AE E e ri R a tC218• 5-pd"
102.7 psf @ fastener spacing of 6' and 139.1 psf @ fastener
Created by Independent Third Party: Yes
spacing of 6'vAth 318" bead adhesive in sidelap
11560.6
Magna -Loci
Min. 24 ga., 16" wide standing seam mof panel over
plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 R' ii Eat ar R rtOt81 6 udf
Approved for use outside HVHZ Yes
Verified By: Bala Soecalingam PE 62240
Impact Resistant: N/A
Created by fndependeatThird Parry: Yes
Design Pressure: +N/A/-166.0
Evaluation Reports
Other. Uplift load of 95.2 psf @ MC dip spacing of 30" o.c.,
Fl I Isf;n R3 AF E� 1-YnnRFn rtC2181 5 nr'f
101.0 psf @ MC dip spacing of 15' o.c., 123.5 psf @ MC dip
Created by Independent Third Party: Yes
spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12'
O.C.
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Florida Building Code Online
Page 3 of 4
11560.7
Magna-Loc
Min. 24 ga., 16' vide standing seam roof panel over steel
deck
Limits of Use Installation
Instructions
FL11560 R3 n Et21 adonRe¢aK7131 7 0dF
Approved for use in HVHZ No
Approved for use outside HVHZ: Yes
Verified By: Bala Socka6ngam PE 62240
Irnpaee Resistant NIA
Created by Indeped.t Third Party: Yes
Design Pressure: +N/A/-168.5
Evaluation Reports
AF I f7o Re ortC2181 7.¢df
Other: Uplift load of 59.7 psf @ MC dip spacing of 36" o.c.
FL1156D R3 Fy
and 168.5 psf @ MPW dip spacing of 12" o.c.
Created by Independent Third Parry: Yes
11560.8 -Stile
Min. 26 ga., 39.4- wide through fastened mof panel over
min. 15/32' thick plywood deck
Limits of Use
Installation Instructions
8
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
'Fl IISbD F3 n E alUaliq a rtC7181 odf
Verified By: Bala Sockalingam PE 62240
Impact Resistant N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-302.7
Evaluation Reports
8.¢d.'
Other. Uplift load of 65.8 PSI at fastener spacing of 24' o.c.
FL11 60 P3 AE Evaltl9finaR MqC2181t
and 102.7 psf at fastener spacing of 12' o.c.
Created by Independent Third Party: Yes
11560.9
Stile
Min. 26 ga., 39A' wide through fastened roof panel over
min. 19/32"thick plywood deck
Limits of Use
Installation Instructions
FL11560 R3 17 Eyal f ReoortCLi81 9 Din
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
llngam PE Y s
C Tait a By ent
Impact Resistant N/A
Independla
Thin Party:
Design Pressure: +N/A(-149.6
Evaluation Reports
9, d"
Other: Uplift load of 50.4 psf at fastener spacing of 36-
11`;'vp a AE E l Mk n1tAorrn17ZtS1
i
o.c., 106.9 psf at fastener spacing of 24" o.c. and 149.6 psf
Created by Independent Third Party: Yes
at fastener spacing of 12" o.c.
11560.10
Vertical Seam
Min 24 ga., max. 36' wide standing seam roof panel over
min. 15132' thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL11. N E luau Reo rtC-2181 10 ndf
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Parry: Yes
Design Pressure: +N/A/-114.3
Other. Uplift load of 30.0 psf at rim spacing of 48' o.e,
Evaluation Reports
FLIIS I R3 AE E l tt R n rtC2181 10 90ff
73.0 psf at dip spacing of 24- o.c. and 114.3 psf at dip
Created by Independent Third Party. Yes
spacing of 3' O.C.
1156D.11 Vertical Seam
Min 24 ga., max. 18' wide standing seam roof panel over
i
min. 15/32' thick plywood deck
Limits of Use
Installation Instructions
FL1x5,50 R3 IT E- 1 t' R ortQW 11 Od"
Approved for use In HVHZ: No
Approved for use outside HVHZ Yes
Verified By: Bala Sockagrgam PE 62240
Impact Resistant N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-105
Evaluation Reports
7 cif
Other. Uplift load of 30.0 psf at dip spacing of 48' o.c.,
FL11560 0.3 AE E al ti Re 25C2131 11
82.5 psf at clip spacing of L2' o.c. and 105.0 psf at dip
Created'by independent Third Party: Yes
spacing of 12" o.c. with sidelap adhesive.
11560.12
Vertical Seam
Min. 26 ga., 16- wide standng seam roof panel over min.
15/32- thick plywood deck
Limits of Use
Installation Instructions
FL11560 R3 lI F IVa10 Reo rtQ181 17 odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: NIA
Created by Independent Third Party: Yes
Design Pressure: +N/A/-81.3
Other: Uplift load of 30.0 psf at dip spacing of 48" o.c. and
Evaluation Reports
El-11560 R3 AE EvaluationegglonC21811 12 ndf
81.3 psf at dip sparing of 6' o.c.
Created by independent Third Parry: Yes
11560.13
Vertical Seam
Min 24 ga., max. 16' wide standing seam roof panel over
min. 15/32' thick plywood deck
Limits of Use
Installation Instructions
Fl 1560 R3 11 Evat atio ReokatC2'81 13 O_d
Approved for use in HVHZ No
Approved for use outside HVHZ Yes
Verified By: Bala Sockalingam P.E. 62240
Impact Resistant NIA
Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.25
Other: Uplift load of 22.5 psf at dip spacing of 48' o.c. and
Evaluation Reports
FLils60 R3 AE Fvaig4go ReportC2187 13.pdf
93.5 psf a[ dip sDadn9 of 12' o.C.
Created by Independent Third Parry: Yes
11560.14 Vertical Seam
Min 24 ga., max. ION wide standing seam roof panel over
min. 15132' thick plywood deck
Limits of Use
Installation Instructions
final 14 adf
Approved for use in HVHZ: No
FL2_L�9 R3 71 E M'IRe�ntxiC7181
https://www.floridabuilding.org/prltar_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZ1... 1 /24/2018
Florida Building Code Online Page 4 of
Approved for use outside HVH2: Yes Verified By: Bala Satafingam P.E. 62240
Impact Resist inC N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.25 Evaluation Reports
Othen Uplift toad of 22.5 psf at dip spacing of 48' o.c. and FI.i IMQ R3 AE. Eva]oa]ignReonrtC2181
16.0 psf at dip spacing of 12' o.cc I Created by Independent Third Party: Yes
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Product Approval
USER: Public User I , •� "yam+ i
SCANNED
FIL p�/
FL16048-R6 B r
Application Type Revision St. Lucie County
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70
Rutherford, NJ 07070
(800) 516-1435
david.ruiz@tribuiltmg.com
Authorized Signature
David Ruiz
david. ruin@tribuiltmg.com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltrnaterialsgroup.tom
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory nder Zants
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product, Standards
Certified By
Sections from the Code
Robert Niernmen
PE-59166
UL LLC
07/18/2020
John W. Knezewch, PE
Validation Checklist - liardcopy Receivec
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Vear
2015
2005
2011
2012
2012
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Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12112/2017
FL # Model, Number or Name
Description
1 16048.1 TRI-BUILT Roof Underlayments
Self -adhering modified bitumen roof underlay ents
jLimits of Use
Approved for use in HVHZ: No
Instructions
Installation Instru
Approved for use outside HVHZ: Yes
16^la Rc 00�_liAL_ Tit--.
•T u gc_aL'• Y F'%T 5 Fyis&z5->o.edf
Impact Resistant: N/A
Design Pressure: +N/AJ-150
Verified By: Robert Nieminen PE-59166
Other: 1.) The design pressure noted herein pertains to use
Created by independent Third Party: Yes
i Evaluation Reports
of foam -on the systems overtop the self -adhering
!! • - _043 R5 A=I017 Ol PdN.;I. E4 Ti-
underlaymen[ for one particular application. See ER Section 1
6111t? tnViFR+n"Y :ENS F__ gdf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
ED Ell
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Page 1 of 3
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4,,, I„au: > ..^--_r, a lsex=fcr. -_Ui'. > Application Detail
FL t
FL1S353-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitiinger@miwd.com
Brent Sidinger
bsitiinger@miwd.com
Windows
Mullions
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name Who developed
Luis R Lomas, PE
the Evaluation Report
Florida License
PE-62514
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2018
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced 5tandard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL15353 R3 COS FLCOLodf
sta,oartr
AAMA 450
Method 1 Option D
Y"r
2010
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Florida Building Code Online
Page 2 of 3
Date Submitted
10/16/2017
Date Validated
10/23/2017
Date Pending FBC Approval
10/26/2017
Date Approved
12/12/2017
Summary of Products
FL # Model, Number or Name
Description
15353.1 5764
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F_iSS3 23 ?t 0a-07-=F.d.c?f
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 'r 5-1072" df
span: 104-1/4'.
Created by Independent Third Parry: Yes
15353.2 5764
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
=L 5353 R3 ii 03-Ot4's�o.cdf
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 sae: 52-1/8" x 84". Max mullion
Fr r Q53 R3 AE 5120638.21f
span: 83"
Created by Independent Third Party: Yes
15353.3
5765
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
=i r5353 Rj IL28-fi"o6 ndf
Verified By: Luis R Lamas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: NIA
Evaluation Reports
Other: Max single window size: 52-1/6" x 84'. Max mullion
1, '_5353 R3 AE S; 20738 Mf
span: 156-3/8'
Created by Independent Third Party: Yes
15353.4
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FRS353 R3 I? na-0i44;',B.odf
Approved for use outside HVHZ: Yes
Verified By: Wis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: NIA
Evaluation Reports
Other: Max single window size: 52-1/8" x 84'. Max mullion
r 353 13 AE -"0646 oQr
span: 83".
Created by Independent Third Party: Yes
15353.5
CM-18514
Vertical Aluminum Mullion
Limits of Use
Approved for use in HVHZ: Na
Installation Instructions
R152'3 R^ II n8-0r�28.Udf
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: NIA
Evaluation Reports
Other: Max single window Size: 52-1/8" x 84-. Max mullion
F.15353 R3 AE 512966b_cdf
length - 83'.
Created by Independent Third Party: Yes
15353.6
CM-18520
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FLi5353 R3 11 08-014SIB.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
rL"35- R3 AE o1207�e.is'.f
span - 156-3/6-
Created by Independent Third Party: Yes
15353.7 i 04-18523
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIFLI=353 R3 iI 0?t-01-526.pdP
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Geared by Independent Third Party: Yes
Design Pressure: NIA
Evaluation Reports
Other: Max single window size - 52-1/8" x 841. Max mullion
-r 1535' R3 AR 5l20766 ndf
span - 104-1/4".
Created by Independent Third Parry: Yes
25353.8 CN-18531
Vertical Alunlnum�E�.�Jljon
Limits of Use
Installatioruons
Approved for use in HVHZ: No
FL15353 R84'.3B.Odf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
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Florida Building Code Online
Page') of 3
Impact Resistant: Yes
Geated by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
PL15353 Q AP Si 20675.adf
span - 83'
Created by Independent Third Party: Yes
15353.9 CM-18532
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
r' ,53" R3 :F
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
iL15353' R3 AE 512L7>�6.pslf
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: No
FL 15353 R3 i7 U8 1444B. ndi
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
=t 15333 R3 AE 5120683.odr
I by Independent Third Parry: Yes
span: 83-
Created
15353.11 CM-18534
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
`115353 R3 Ti 0S-01-51B.99f
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
E15353 R3 AE U) 2Q783.y^,Lt
span: 156-3/8".
Created by Independent Third Party: Yes
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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 PRUPERLY
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) APPROVEPRODUCTDINMPACT WIND BORNE DIVE SYSTEM IS EBRIS REGIONSNOT UP TO WIND FOR 15
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.
3) LOCATE MULLION SPAN (UNIT HCIGHT) AND TRIBUTARY WIDTH. AT
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 WIDTFI
z
R[VILONS
[f;LPIP110N NJC MVNPfD
REV6ED INSTALLATION DETAILS OB/10/IS fl.l.
RLYISED ANCHCRING NOTES O6/07/17
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X SUCH 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 I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3. '
3) FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS
SHOWN 114 INSTALLATION DETAILS SHEET 3.
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).
0. METAL STRUCTURE - STEEL 18GA (,D48") FY=33KSI/FUo52KSl
OR ALUMINUM 0063-TS FU=30KS1 .0625" THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 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.
I TABLE OF CONTENTS A
NOTES
SIGNED.' 101162017
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18531 - VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
aTc 01/11/12 'X1111 Of 3
L.ROOERTOLWASP.E. Luls R. Lomas P.E.
L' WODOFORD RD LEWISVIRE. NO V023 FL NO.: 62514
I]aOSeW'C9 iPonaseNawsw can
107 3/8"
COMBINED WIDTH
_ 107 3/8"
COMBINED WIDTH
-W1-I-W2
B�[F4T-
83"FRAME WINDOW WINDOW FRAME
HEIGHT HEIGHT
(MULLION (MULLION
SPAN)
07
COMBINEDD WIDTH
-W1
B�
WINDOW
y
FRAME
HEIGHT
WINDOM
WINDO
(MULLION
SPA
/✓
/
W7 --II-
I_I-
W2 j
107 3/8"
_
COMBINED WIDTH
walgp prou6ro -ono (PS0
Units anchored Into wood and n101a1 taming
Mullion
span (in)
Tdbulo
WId1h
In
18.13
26.60
36.00
42.00
48.00
52.13
26.00
WILD
1 120.01
120.D
I 120.0
III 120.0
120.0
37.38
120.01
120.01
120.0
120.0
12D.0
1200
49.83
120.0
120. 0
120.0
120.0
1120.0
12Q 0
62.00
120.0
110.0
116.7
107.4
101.4
80.7
65.03
120.0
120.0
107.0
9R7
92.5
09.7
727o0
l2oDI
i2b.ul
Mi
I W.3
111180.3
77.2
84.00
120.0
91.5
71.0
0;1.'L
57.2
5A,0
/ f
I
83"
FRAME
HEIGHT
(MULLION
SPAN)
FWI 07 WICOMBINEDDWIDTH
/ -II !- W2 --- /
83 J J WINDOW j
FRAME / {
HEIGHT j
U LION
HCNSIONS
nEV ttaafllRnnN wrt MA`
rA REVISED INSTALLATION DETAILS 06/10/15 R.L
B REVISED ANCHORING NOTES 06/07/17 I RL I
107 3/8" _
COMBINED WIDTH
''1�'/� W2
83 WINDOW /
FRAME
HEIGHT
( � ( / (MULLION
SPAN) !J /j I SPAN)
-- W1 --III- W2
107 3/8"
COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073m'AS SHOWN HEREIN.
Dostgn prosaam rnOng (Pail
Unite anchored Into masonry1coacmto
Mullion
span in)
Tr
18.13 26.50
butaly width
36.00 42.00
In
48.00 52.13
25. 00
120.0
120.0
12DO
120.D
120.0
120.D
37.78
1zo.0
120.0
120.0
120.
120.0
120.0
49.B3
120.0
120.0
113.8
107.8
105.4
105.3
01.00
120.0
103.2
01.8
75.3
71.1
69.2
66.63
120.0
90.1
75.6
6RI
64.0
M. TO
72.00
113.6
85.8
66.7
60,5
56.3
54.1
B4.00
95.4
71.3
64.5
49.0
440
42.9
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE
DIMENSIONS IN CHARI'ARE FRAME DIMENSIONS AND OD NOT
INCLUDE FLANGE
Wl-IhW2-
107 3/8" _
COMBINED WIDTH
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18531 - VERTICAL MULLION
83" MULLION SPAN
CONFIGURATIONS AND DP CHARTS
14M WOODFORI
434480a6DD
2 OF 3
SIGNED: 1011612017 1
Luis R. Lamas P.E.
FL No.: 62514
52 1/8"
UNIT WIDTH
LLION SPAN)
�1 WINDOW
MAX.
COMBINED 'j�
HEIGHT
H2 WINDOW
..,- ro 7noA
Trlbulnry
Mullion
man
in
holghlll0)
18.00
24.00
3D.00 139.00142.00
48.00
62.13
120A
1200
120.0
120.0
120,0
1661200
178.G120.0
120.0
1200
1200120.0
120.0
120.0
120.01267
120.0
1200
1200120.0
R4100
120.0
120.0
120.0126.6
12Q0
7200
'120.0
1200
120.0
120.0
120.0
1200
1200
i20.0
1200
710,0
120.0
120.0
120.0
120.0
97.5
82.7
78.00
120.0
120.0
120.0
120.0
120.01
97.5
1 82.7
84,00
120.0
120.0
120.0
120.0
120.01
97.5
1 82.7
LARC,EANDSMALL MISSILE IMPACT, LEVEED, WINO ZONES
DIMENSIONS INCHARTAREFRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 15.
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 MULUON
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 I.
TRIBUTARY HEIGHT- HI + 112
2
TABLE OF CONTENTS
DESCRIPTION
1 - 3 1 ELEVATION, 140TES AND
4 INSTALLATION DETAILS
5 COMPONENTS
Rmso.s
nw LucuPnwl oNE APrwaso
7A REVISED IZTALIMION DETAILS O6/10/I6 R.L.
I B REVISED INSTAHADON DETAILS IO/IO/17 R.L. 1
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 OPE14ING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE DESIGN OF THE EPRODU T SHOWN EO 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 LULLED ARE NOT LIMITED TO THOSE SHOWN
IN THIS DRAWING, SINGLE UNITS TO BE MULLED TOGETHER MUST BE
MANUFACTURED BY Al 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.
B) 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.
SIGNED: 10110/2017
MI WINDOWS LLC
\01REl�O
650 WEST MARKET STREET
q
NSF•.U'
GRATZ. PA 17030-0370
�,•�\C
CM-18523 HORIZONTAL MULLION>?6
SINGLE, TWIN AND TRIPLE WITH TRANSOM
- (rt(�r,(1�Y�p�
SINGLE W/TRANSOM ELEVATION AND GENERAL NOTES
p TATB OF u.,
%O S;°<0RIOQ; G\'P��
'///%NAiIE�\\N�
wuxr;
mm No.
RV
09
e
SCALE GATE t�EL153
I OF 5
TITS 03/O6/12
Luis R. Lomas P.E.
FL No.: 62514
LRODERTOLOMASP,E.
1432 WOODFOROROLEWISVIILE, NO 27023
WINDOW
MAX,
MAX.
COMBINED T
HEIGHT H2
Maximum design pressure capacity chart(pso
Tributary
Mullion
Span and Individual
unit w di
n1
Nolcht
3&00
4B.00
60.00
12.00
8"111
05.00
104.25
Iln
iB.00
14.00
30.00
36A0
QN11
48.00
51.13
18.00
1200
110.0
120.0
09,0
03.2
71.7
65.5
24.00
190.0
120.0
97,6
78
65,
5.7
50.7
30.09
120.0
112.4
63.2
65.7
54.3
4G.2
41.9
36.00
120.0
100.6
73.0
37.0
47.3
400
36,2
42.00
120.0
924
67.1
52.2
42.4
35.7
321
dext,
120.0
8Q7
62.7
46.0
38.9
32.6
29.2
54.00
120.0
821
58.3
44.7
3G.1
3Q7
28.8
60.00
110.9
70.0
55.5
422
33.8
28.1
25.1
6&00
1124
74.3
53A
40.1
32.0
28.5
23.6
72.00
tOG.7
70.9
50.9
36.5
30.5
25.2
22.4
78.00
101.5
67.8
48.9
371
29.3
24.0
21.4
PA00
067
65.0
47.1
35.B
28.3
231
20.6
GrimeONS IN CHAm.oau.cR ME qM NSIO SAN aV.a..
DIMENSIONS INCHAR INCL FRAME DIMENSIONS ANDno NOi
INCLUDE FLANGE
104.26`
MAX. UNIT WIDTH
(MULLION SPAN)
Maximum design pressure capacity chart (pSO
Tributary
Mullion Span antlIndividual
tout
wl Ih (in)
Hoicht
30.00
0.0
72.00
84.00
96.00
104,25
0.In
2400M
R0
36.Oa 1
42.00 1
46.00 1
OL13
10.00
120.01
120.01
120.0
120.0
120A
120.0
120,0
24.00
120.0
20.0
120.0
120.0
120,0
120.D
IL
30,00
120.0
120.0
120.D
120.0
11Q2
100.7
01.4
30,00
120.0
120.0
120.0
120.0
103.0
87,1
78,0
42.00
120.0
120.0
120.0
113,1
fl2,
77.7
70.0
48.00
120.0
t20.0
120.0
704.5
84.7
70.8
03.6
84.00
120.0
120.0
120.0
07.4
7Q8
65.5
58.6
60.00
120.0
120.0
1200.
91.8
73A
61.2
54.7
60.00
120.D
120.0
115.7
B7.A
69-
57,7
51.5
72.00
120.D
120.0
110.9
83.9
66.5
54.8
40.8
7 000
12Q0
120.0
105.6
See
Me
'2-
46.5
84,00
120.0
120.0
1028
7&1
61.8
50.3
44.6
LARGEANDSMALL MW5ILY IMVAGI, LGVEL U. WINUGUVC J
DIMENSIONS IN CHARTAR6 FRAMC DIMENSIONSAND DONOT
INCLUDE FLANGE
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- HI + H2
2
pEV90115
f[SfRRnON ONL App�'Te
REVISED INSTALLATION DETAILS 06/10/15 j R.L.
REVISED INSTAUATION DETNLS 10/16/17 IR.L.
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18525 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
TWIN W/TRANSOM ELEVATION
!V.L, I 08-01453 I B �
saLE NTS OAiE 05/06/12 1 91EET2 OF 5
SIGNED: 10/1672017
Luls R. Lomas P.E.
FL No.: 62514
156 3/8"
MAX. UNIT WIDTH --
(MULLION SPAN)
H1
WINDOW
168"
MAX.
COMBINED
HEIGHT ne
WINDOW
WINDOW
WINDOW
Maximum design pressure capacity chart 031)
1---ln Inclnlbllnn
Tributary
Mullion
Su on
and individual
nnit
wltllh In
Hulgbt
54.00
72,00
So.00
fOB.00
128.00
144.00
lag.3B
In
/8.00
24.OD
30.00
B.00
47.00
d8.00
fit
18.00
120.0
89.0
77.0
83A
63.3
g0.2
42
7..3
24.00
110.4
78.0
60.0
48.0
41.7
35.5
32.4
90.00
g3.1
65.3
49.0
q0.3
33.7
29.0
26.5
98.00
61.fi
567
43.2
34.7
28.9
24.8
22.6
4T.00
73.4
50,5
38.3
30.7
25.5
21.7
19.8
48.00
67.5
45,9
34.0
27.G
22.0
IRS
17.7
64.00
63.0
A2.J
31,7
25.2
20.9
17.0
16.1
00.00
59.4
39.5
7L
17.2
16.3
66.00
66.2
37,3
li
27.5
21.7
17.9
1 752
72.00
53,3
35,6
2a-
20.4
16.2
70.OD
50.7
33.9
24.7
19.3
I6.a
04.00
48.4
32.5
1 23.6
1 10.4
LARGENSMALLMIRDMcva v, nnmwncv
DIMENSIOONSS IN CNAflTARE RE FRAAMEMEDIMENSIONS AND DO NOT
INCLUDE FLANGE
Maximum design pressure capacity chart(psO
..., d......el Fn.•.Ina lnelnlhlrnn
Tributary I
Mullion
go and
Individual
unit
width
In
Heigh) 16400
1
72.00 1
90.00 1106.00
126-00144.00
160,38
(in) 178.0
124.00
1
JO.00 130.00
142.00
146.00
1
6ZI3
18.00
120.01
12DO 1
12QO
1120.0
1 116.2 1
B7.6 1
60.2
24.00
120.01
120.01
120.0
1 106.2
B9.4
66,0
fit.6
30.Oo
120.01
1200 1
1007
87.7
1 73.5 1
63.8 1
4.4
30.00
120.01
120.01
94.1
75.
fi2.9
44.7
34,8
41.00
120.0
170.0
63.4
810
55.5
J0.7
30.1
48.00
720.0
99.9
763
80.1
49.9
.2
266
04.00
120.0
92.1
69.0
54.9
46,5
30.7
23.8
"'00
120.0
66.0
84,0
50.7
d1.9
27.9
27.8
80.00
120.0
BL1
69.9
47.3
30.9.
25.6
19.8
77.00
116.2
77.2
5d5
44.4
36.1
23.7
10.3
78.00
110.5
73.9
53.7
42A
33.8
1 22.1
1 17.1
84.00
105.4
70.6
51.4
40,0
31.6
20.8
I 16.0
LARRE AND SMALL MISSILE IMPAG I, LGVkt u, WINa 4une a
DIMENSIONS INCHARTAREFRAME DIMENSIONSANO 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 - HI + H2
2
aL-v � oescwanoN are uvamto
I n I REVISED INSTALLATION OETALS 06/10/I5 R.L.
B I RLVISEO INSTAU110N DETAILS 10/16/17_ 1 IT
SIGNED: 1011612017
MI 650DOWEST MARKETWS AND DOOR ET LLC \\,\5 RE LrO/
GRATZ, PA 17030-0370 v,•�\G NSF:
C3 HORIZONTAL MULLION�40,-626]A'
SINGLEE,. TWIN TWIN AND TRIPLE WITH TRANSOM ra((4r8a(
TRIPLE W/TRANSOM ELEVATION �qD , TAT TAY9OF OP
Me NO. rrcv 0' . A' ORIOP'
Dare 08 -OE1e453 B �i7/� TpNA j1E�
NTS 03/O6/12 3 OF 5
Luis R. Lomas P.E.
FL No.: 62514
PMSI0N5
1" MIN.
REV OtPCRWT�ON UA2 OPPPPIFD
EDGE —
DISTANCE MASONRY/CONCRETE
A REWSEO INSTADATION OEihILG Ofi/10/15 R.L.
BY OTHERS
B REVISED NACHORING NOTES OG/07/17 A.L.
4 5/8"
4 MIN, EMBEDMENT
L
SECT CIA-18531
MULLION
— 1 23/32° 27/32"
I/A" fLCO ULTRACON
TAPCON
-T—
I 2°
SECT5768
CLIP
SECT5768
CLIP
O
1 9/II6"P-1.
]r4X
p10 SMS OR
� 05/32"
1
SELF DRILLING
3/8" —
SCREW
MELT CM-1B531
6CUP
SUM
MULLION
1�=1—
ALUMINUM GOG0J5.093' iHICI(
600
e
IF I
1/D MIN,
METAL
STRUCTURE
I— 3 17/32" —
Imo
GB
-_ EDGE
BY OTHERS
CLIP.
CLIP
DISTANCE
1 1/8"
plo w00D SCREW
VERTICAL CROSS SECTION
F'
METAL STRUCTURE MSTALLATION
SECT CM- 78531 MULLION
- —_
ALUMINUM 6005d5JY5"THICK
11 3/6/BL" HIM,
EMBEDMENT
CLIP INSTALLATION
I /2" MIN. WOOD FRAMING/
SIGNED: 10116,2017
2% BUCK
'IEDGE BY OTHERS
olEraNLE _
MI WINDOWS AND DOORS Y%INII U I,
\,\wI
650 MARKET T �y �•�O ENS'h9'p
VERTICAL CROSS SECTION
GRATZ,S PA 17030-0370T
F
MASONRY,VONCRETEIWO WOOD FRAMING
CM-18531 - VERTICAL MULLION _'k• 0 61
INSTALLATION
83" MULLION SPAN —
INSTALLATION DETAILS A76 pp
NOTES:
,•/4WD \
i�T• A P '@
/��dCS. [ORfO
I) FRAMING USE ALL FOUR HOLES IN
0Pe x
owc Na, Pw .
08 B ,/7/S/OII
INSTALLATION CLIFOR pTALLATION
suLL NTS
pp1L Ot/11 /12 sOnm 33 OF 3 111�?Y``\
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH END OF INSTALLATION CLIP. INSTALL TWO
L.RODERTOLOMASEE. Luls R. Lomas P.E.
1402 WOODFORD ROLEWISMLE. N0270M
TAPCONS PER CLIP.
494L900009 ft.2Ybw'Re.. FL NO,: 6261d
--��hW/20 Florida Building Code Online
• aProfessional'Regulation
tt
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ddbo,r
�j j§ Product Approval
e UBER:PublleUser
-�
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Vmauc20.vnrova\Menu>prvducfm400llmHon.Search>gaoV[aHonustTAppll®tlaRDetell
FL #
FL15349-Rll
Application. Type
Revision
Code Version
2017 O _3
.Application Status
Approved
*Approved by DBPR. Approvals by''DBPR shall be reviewed and.ratifiedd bbyy
.
the:POC and/or the Commission if necessary. SCANNED
BY
Comments
St. Lucie Counts
Archived
;l �FCFIVy
�lqr
Product Manufacturer
MI Windows and Doors 10 Z
550 Street Perm1Lt! 19
Address/Phone/Email
West Market
(737 365 3300 Ezt25b0 St. Cue eoaq er)t
bsitifnger@miwd.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance. Representative
Address/Phone/Ernafl
Category
Subcategory
ComplianceMethod
Certification Agency _
Validated: By
Referenced Standard and year (of Standard).
Equivalence of Product Standards-
"Certified'By
Product Approval Method
BrentSitlinger
bsftf finger@miwd;com
R
Method 1 Option A "
Date:Submitted 11/bs/2oie Date Validated ' 11/05/2018
Date Pending FBC Approval `
Date Approved 11/13/2018
fladdabuilding.org/pripr_.app d0:aspx?p2mm-nrGEVXQwtDgW8572gvdVWant)WDAgM3ZOzPaWWW§JjJ%2bvyxFL%2bsYA%3dOA3d
Year
201t-
2aos
113
5/6/2049
Florida Building Code Online.
Summary of Products
I
FL # Model, Number or Name
Description
15349.1 185-PW
73x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL35349 R31 C CAC APC12786:12787.o9f
Approved for use outside HVHZ: Yes
.Quality Assurance Contract Expiration Date
Impact Resistant: No
04/03/2023
Design Pressure: +60/-60
Installation Instructions
Other:CW-PG60
FL35349 R11 Ii 08-02357C odf
Verified By; Luis R. Lomas, PE 62514
•Created by Independent-Thlyd�Party: Yes
Evaluation Reports
FL35349. 1111 AE 513124C112df
Created by Independent Third Party: Yes
15349.2
185 PIN
159 x:54 Tnple CHS Insulated. Glass
Limits ofUse
Certification Agency Certificate
Approved for use In HVHZ: No
FL35349 R11 C CAC APC 15350,I)d
Approved for use outside HVHZ:: Yes
Quality Assurance, Contract Expiration Date
Impact Resistant: No
01/24/2021
Design Pressure: +55/-55
Installation. Instructions.
Other: R-PG5.5
FLIS349 R11 It 08-02949.odf
Verified By:iLuis. R. Lomas,PE 62514
Created by Independent Third Party: Res
Evaluation Reports
FL35349 R11 AE 513783.odf
:Created by Independent Third Party': Yes
15349.3
185. PWImpact _
72 z 72 Insulated Laminated Glass.
Limits of Use
Certif cadonAgency Certificate -
Approved :for use In HVHZ: No
FL35349 R71. C CAC APC 15454 ILdf
Approved for use outside HVHZ: Yes.
Quality Assurance contract Expiration Date
Impact Resistant: Yes
O6/25/2021
Design Pressure: +55/-55
Installation Instructions
Other. FW-LCSS,Missile Level D, vlind Zone. 3. Glass:
FL15349 R11 11 08-02948.odf
consisted of 5/32'tempered exterior- spacer - %132' annealed,
• Verified By: Luis il. Lomas, PE 62514.
/ 0,100 SolutlaSaflex HP / 5/32" annealed. Glass was betlded
Created`by Independent7hird Party:'Yes.
In Pecora-896 silicone with5/8° glass bite: -
-
Evaluation Reports -
-
'Created by Independent`,Third Party: Yes
15349.4
185PW Impact'
159 x54 Triple CHSinsulated Laminated Glass _
Limits of Use - '
Certification Agency Certificate'
Approved for use In HVHZ: Na
FL35349 .R11'C .CAC APC.827Zodf
Approved foruse Outside HVHZ: Yes.
FL35349 .1111 C CAC APC9273.pdf,
Impact Resistant: Yes _
Design Pressure: +55/=55 _ , ,
Other: FW-R55, Missile Levet.D, Wind Zone Glass consistetl
Quality Assurance.Contract Expiration Date:..
, 01/24/2021,
Ln'stallationInstructions,,, `
of./8",annealed-exterior-spacer-3/32"annealed/0.090
FL35349-RSS II`08-01614B'.odf.
Solutia PVB / 3/32? annealed..Glass,was bedded In Pecora 896
Verified By2Luis Roberto Lomas 62514
silicone with 5/8_":glass bite. - -
Created by Independent Third Party: Yes.
-'Evaluation
Repprts
FL15349.211 AEL512278B.pd
Created by Independent Thfrd Party: Yes
15349.5
185-:PW Impact
96 x 60lnsulated.Laminated Glass
(Limits of Use
Certification Agency Certificate -
Approved for use in HVHZ:No -
- FL35349 R31-C CAC APC7962.odf C
Approved for use outside HVHZ: Yes-
Quality Assurance Contract Explration Date
Impact Resistant: Yes - `-
12/05/2020' "'
Design Pressure: +55/-55�
Installation Instructions
Other: FW-LCSS,:Missile LevelD, Wind Zone 3..Glass
FL35349 R11 iI �68 613B.pdf '
consisted of 5/32. annealed exterior - spacer - 5/32" annealed .
Verified By: Luis Roberto Loinan.62514
0.100 Solutia5aflex HP /,5/32" annealed. Glass was bedded
`Created by Independent:Third'Party: Yes
In Pecom 896:sllim!le with 5/8"glass bite.
Evaluation Reports '
FL35349 RS1�AE512277B.p� -
Created by in ThirdParty;Yes
0 0
eomace U=_::,2WI slain Stone a...a l jWhansee M 37i9 Phone'asn-a87-iaza `
.The Slate of Florida is an AA/EEO employer. ro�°M 2 62'113 SII of F[oridaZ62'1 SII of F[orida..:: PrNow Statement:: Ac Ib11RJ5tatement :; Refund SfatemeM
floridabuilding.org/prlpr spp dtl.asp)e?pamm=wGEVXQwtDgtHS572gvdWianDWDAgM3ZQzPaWWWIqJIJ%2bvyxFL%2bsYA%3d%3d 213
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS I-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. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE
SPACE OF 1/I6" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS,
11. FRAME MATERIAL: ALUMINUM 6003-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM LS NOT REOWRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
DESCRIPTION
PN 4ESCPIFIMN MIC PVPRWEO
A REVISED INSTAl1ATI0N pETULS 08/12/15 R.L.
B I REMOVED MONOLITHIC GLASS 08/12/16 R.L.
I5. 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/I6" 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 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
0, METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED, APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEETS 2 AND 3.
SIGNED:
6ET ST.
GRA Z, PARI70 0
185 PICTURE WINDOW *•
96" X 60" IMPACT _
NOTES A7
08-01613
I I INOIE5 1"'NTS Is" 06/04/12 IShE°II OF 12 1
_2 - 3 ELEVATIONS @ GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
Luis R. Lomas P.E.
FL No.: 62514
95 1/2" MAX. FRAME WIDTH
2" MAX. --{ I- I^f- 14" MAX O.C.
I
1 2" MAX
0
j
/
165 FIXED WINDOW
EXTERIOR VIEW -
FLANGE A FINLESS INSTALLATION
- 95 1/2" MAX. FRAME WIDTH -
1--F 12" MAX O.C.
/
j
185 FIXED WINDOW DESIGNER
EXTERIOR VIEW
FLANGE S FINLESS INSTALLATION
DESIGN PRESSURE RATINLI
IMPACTRATING
t55.OPSF T
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WINO ZONES
- 2" MAX.
c 2„ MAX
I F
14
MAX 59 1/2"
O.C. MAX.
FRAME
HEIGHT
SEE C'HVTS
#1 AND 112
FOR NUMBER
OF ANCHORS
REQUIRED
_ 2" MAX.
2" MAX -I
- 2" 59 1/2"
MAX O.C. MAX.
- � RAMS
HEIGHT
SEE CHARTS
1/1 AND #2
FOR NUMBER
OF ANCHORS
REQUIRED
REVISIONS
REY OESCRIPIION MO[ OFIX)VE0
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
B REMOVED MONOLITHIC CLASS 1 08/12/I6 R.L.
Chart 41
Numbor olcnchora locations required for calls without rigid Allan,
NaIBDL
(IB)
VA d.wwI01Dn
21.0 1 30.0 I its 1 4270 40.0 a 1 60.0
I
1 464. 72.0 1 ] .0 1 04.0 1 10.0 1 915A
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NOTES:
1. MAX D.L.0.:923,4'X563r4'
650 W. MARKET ST.
GRATZ, PA 17030
165 PICTURE WINDOW
96" X 60" IMPACT
FLANGE & FINLESS ELEVATIONS & CHARTS
DRAWN: N0. FEY
OrvD
V.L. 08-01613 1 B
SME NTS °"rc 06/04/12 3aLR2 OF 12
L. ROHEHIO LOMAS PE.
SIGNED. 1110312016 1
Luis R. Lomas P.E.
FL No.: 62514
0 3" MAX.
2" MAX.
95 1/2' MAX. FRAME. MOTH —I
3" MAX. 3" MAX
12" MAX O.C. I
j
�1
185 FIXED WINDOW
EXTERIOR VIEW
FIN INSTALLATION
95 1/2" MAX. FRAME MDTH-
1—�--I- 12" MAX D.C.
12" 59 I/2"
MAX MAX.
O.C. FRAME
HEIGHT
SEE CHART Q3
FOR NUMBER
OF ANCHORS
REQUIRED
2" MAX.
12"
MAX O.C.
69 1/1"
MAX.
FRAME
HEIGHT
785 FIXED WINDOW DESIGNER
EXTERIOAVIEW
FIN INSTALLATION
OF.SION PAF.SSUAE RATING
IMPACT RATING
t55.OPSF
LAHGEANO SMALL
MISSILEIMPACT
MISS/LE LEVEL O, WINO ZONE3
SEE CHART 83
FOR NUMBER
OF ANCHORS
REOUIREO
PEN4W5
RLV D[SCkPxp1 Bd c <PPPWFD
A PEVI6E0 INSTALLATION OG.TNLS O'v/12/IS R.L
B REMOVED 4I0NOLITHIC CLASS 00/12/16 R,L.
Num6m afanehar /awHona required for Fin Installation
kamo
Ramo
width
In
IblAht
}D.DD
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5/3
" ANN
" SAFLEX HP
BY EASTMAN
5/32" ANN —
2' ANN
EXTERIOR
INTERIOR
SILICONE
776 x 11/4" TEK
SPACED 4" FROM
CORNERS AND 18" MAX
O.C. THEREAFTER
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17070
185 PICTURE WINDOW
NOTES:
96" X 60" IMPACT
). MaxG.l.o.: e2aa•xssa-D•
FIN ELEVATIONS AND CHART
DPIwx:
w+a W.V.L.
08-01613
SCALE NTS °ATf 06/04/12 $11�3 OF 12
SIGNED: 11/03/2016
Luis
R. Lomas P.E.
FL No.: 62514
72" 'MAX FRAME WIDTH
3" MAX 13 1/2" yl 3" MAX 3" MAX
MAX O.C.
3" MAX
j / 3 MAX � —
13 1/2" MAX
O.C. 2"
MAX
L —
Ax 1- MAx
FRAME FRAME 13 1/2" MAX
HEIGHT HEIGHT O.C. —
OFRANCHORS 1
REEUIRED
CHARTS I Sc 2
185 FIXED WINDOW
EXTERIOR VIEW
FLANGE & FMLESS INSTALLATION
CHARTNI
DESIGN PRESSURE RATING
IMPACTRATING
155.0PSF
LAR06ANDSMAU
MISSILE IMPACT
MISSILE LEVEL D. WINO ZONE. 3
Number of anchor locations re ulreal
with rigid Illiam
Frame
Frame
width In
Height
NO)
2400
H&S liamb
30.00
H&S Jamb
36.00
H&S
IJaMbi
1 42.00
H&S
Idamb
40.00
H&S Jamb
64.00
H&S iJamb
00.00
H&S
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60.00
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72.00
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24.00
2
2
3
2
3
2
3
2
4
2
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2
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2
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3
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2
3
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42.00
2
3
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4
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4
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49.00
2
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54.00
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60.00
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4
4
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4
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00.00
2
5
3
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3
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4
5
4
5
4
5
5
5
5
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72.00
2
5
3
6
3
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3
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4
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4
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2 1/2• MIN.
'v '
1/4" MAX.
EDGE DISTANCE
`
RNSIONS
RN O[SCNIPIION M1[ I
REVISED IHSTf61ATI0N DETNLS 09/17/15 R.L.
B REMOVED MOMUTHIC OLA55 00/� 12� R.L.
1/4' MAX.
SHIM SPAC?
RIGID FILLER
INTERIOR
—1 SHIM SPACE I , . EXTERIOR
� F BACKER ROD &
I_ 2 1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSEAUATION
INOTES.
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT SOTHERS TO DG
OES/ONED/NACCORDANCEW/THASTMEzN2
_ I
1 1/4' MIN.
EMBEDMENT
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETISMASONRY INSTAL"WN
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
185 PICTURE WINDOW
96" X 60" IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLER
uxRl: 0NO No. R[
L• 08-01613 E
uc NTS °Ah 06/04/12 VER11 OF 12
N32
4
SIGNED: T 7/0n,016
LUIS R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
1 1/4" MIN.
EMBEDMENT
yb WOOD
WOOD
FRAMING
BY OTHERS
1/4" MAX.
r SHIM SPACE
EDGE DISTANCE
EXTERIOR INTERIOR
3/8" MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
I I/4" MIN
EMBEDMENT
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD TRAMINO OR 2X 60CK INSTALLA TION
NOTES:
1, INTERIORAND EXTE.RIORP/NISHES, RYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER ANDJOINT SEALANT BY 01'HLHS 10 BE
DESIGNED W ACCORDANCE WITII ASTM E2102
1/4- MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
xSCRIPRON MIC dDP.iDYFD
REVISED INSTAIIATION DETAILS OS/12(IS R.L
REMOVED MONEOTMC GLASS I 06/12(16 1 R.L.
WOOD FRAMING .�I 1/4" MAX
BY OTHERS SHIM SPACE
96 WOOD
SCREW
1 1/4"
MIN. INTERIOR
EMBEDMENT
T—
APPROVED
SEALANT
BEHIND FIN EXTERIOR
3/8" MIN
EDGE DISTANCE Y
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BOCK INSTALLATION
SIGNED: 1110312016
IINDOWS AND DOORS, LLC
650 W. MARKET ST.
GflATZ, PA 17030
185 PICTURE WINDOW
=*
96" X 60" IMPACT
FIN INSTALLATION DETAILS
O,
DWD NO.
F
08-01613
B
'ATE 06/04/12 sear 12 OF 12
Luis R. Lomas P.E.
FL No.: 62514