HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLN':'
DATE FILED: 3 . i a .
REVISION FEE: 1
07-0
Rept&c eS .
e�6 �p I recL pe r-r17 i 4-
1. LOCATION'S" —
®� (I Da 7� DRESS: —_
PERMIT # /
RECEIPT #
PLANNING & DEVE
BUILDING & CODE
FORT PIERCE, FL 3
(772)462-1553
APPLICATION FOR BUILDING
PROJECT INFORN
Gn1 C'erL Lt
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
SCABNY E®
St. Lucie County
% E - —
A.b'TAgR/UK
3. CONTRACTOR INFORMATION: G
STATE of FL REG./CERT. #:Ql& o, C 6' I I �J BUSINESS NAME: ST. LUCIE COUNTY CERT #:
v Ro ,J
QUALIFIERS NAME:
ADDRESS: C r 2
CITY: roc
S� Gty STATE: /O
PHONE (DAYTIME); may/ / ZIP: Y9
FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE: STATE::
FAX:
5. ARCHITECT/ENGINEER INFORMATION;
NAME: CY'bS?(Z�1cr �2
ADDRESS:
CITY: 4- - GQera
PHONE (DAYTIME): Z _ a i ATE: - ( ZIP:
FAX:7_ ¢�qz
SLCCC: 923/09
Revised 04/262010
a
crossroads
March 28, 2012
St Lucie County Building Dept.
2300 Virginia Avenue
Fort Pierce, FL
Re: Permit #SLC 1201-0217
Lot 185 Conifer Drive
Project Number: Panther Woods
To Whom It May Concern:
Attached is the Updated Product Approval for the above mentioned project. The
Product Approvals for exterior doors and windows meet the FBC 2007, with 2009
revisions per previous codes from the original permit review.
Architect of Record and reviewed and approved the Product Approval.
-,:�`';-= Regards
' •'ice - •. ;� -•,
1 -
�-
/'; Nicole.L•, Norton-Gozdz, R.A., LEED AP
°•,`�` "' President.v�4s'.
5
FILE COPY
ST.-LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Commercial & Residential,
1235 SE Indian Street, Suite 103 1 Stuart, FL 34997 1 O: (772) 287-7330 1 F: (772) 287-8992 1 C: (772) 485-0054
wwwcrossroadsarchitecture.biz I Lich AA26000832
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
Report No.: FL-7630.1 R2
Date: June 11, 2009
Product Category: Exterior Doors
Product sub -category: Swinging Exterior Door Assemblies
Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic
Glazed Fiberglass Door
Inswing / Outswing
"Impact"
Manufacturer: Themma Tru Corporation
118 Industrial Dr."FILECOPY
Edgerton, OH 43517
Phone 419.298.1740
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F.
Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 913-
72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs -
Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code
(2007 Edition)
See Drawing No. FL-7630.1 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
Lyndon F. Schmidt, P.E.
FL No. 43409
$ �fi July 7, 2009
r ♦ ;° x 5 .
PF1007 Sheet of
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
(FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This
product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-7630.1 require further
engineering analysis by a licensed engineer or registered architect.
6. See drawing FL-7630.1 for size and design pressure limitations.
Lyndon F. Schmidt, P.E.
FL No. 43409
July 7, 2009
PF 1007 Sheet 2 of 3
Supporting Documents
A —Drawing
1. Drawing No. FL-7630.1 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
Lyndon F. Schmidt, P.E.
B Tests
1. Materials (Interlayer by Solutia) approval number 08-0206.01 issued by Miami -Dade
BCCO.
2. Testing per ANSI/AAMA/NW WDA 101/I.S.2/A440-05 as performed by Testing
Evaluation Laboratories, Inc. and reported in test report TEL 06-0831-1, signed by Wendell
W. Haney, P.E.
3. Testing per ASTM E1996/1886-02 as performed by Testing Evaluation Laboratories, Inc.
and reported in test report TEL 06-0831-1, signed by Wendell W. Haney, P.E.
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report TEL 06-0831-1.
Additional product anchor analysis for loading conditions prepared, signed and sealed by
Lyndon F. Schmidt, P.E.
2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F.
Schmidt, P.E.
D Other
1. Certificate of Participation issued by National Accreditation and Management Institute,
certifying that Therma Tru Corporation is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL No.43409
July 7, 2009
PF 1007 Sheet 3 of 3
THERMAITRU 0
THERMA TRU DOORS
1 12 INDUSTRIAL DR.. GERT74N,❑OH 43517
(4191298-1
"SMOOTH STAR"; 11 FIBER CLASSIC"
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 2007 Florida Building Code
(FBC) stwctural requirements excluding the "High Velocity Hurricane Zone" (HVHZJ.
2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring Wind borne debris protection this product complies with
Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product
meets r le level "M and includes W rot Zone 4 as defined in ASTM Ell 996.
4. For 2x stud framing construction. anchoring of these units shall be the some as that shown
for 2(buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by licensed engineer or registered architect.
TABLE OF CONTENTS
SHEEfe
DESCRIPTION
1
Typical elevolions, design pressures & general notes
2
Door panel
detals(Smooth
Her) &Glazing detail
3
Door panel
detals(CoWc
craft& msUc)&Gloving detail
4
Door panel detals
(Fiber classic( & Gloing detail
5
Hodzontcl cross sections
6
Vertical cross sections
7
Buck and frame anchoring- 2x buck masonry construction
8
Frame onchoing- I I( buck masonry construction
9
Camponenh
10
Bm of Materials
37.75"MA%,
WIDTI
FRAME MAX.
PANEL WIDTh
/
z X
4
a
o
a
LL
OVERALL, ,
OVERALL
DESIGM AE-SSURE(PS�
"SIMING ••
°`FRAME
#:DZ.p
-
,.DIMENSION '
,'
DIMENSfON ,
POSR1yE
I NEGAThe
INSWING
37.75"x 98.00"
21.00"x 78.75"
+50.0
-50.0
OUTSWING
37.75"x96.75"
21.00"x78.75"
+50.0
-50.0
IN, UhS 3
xWC N0:
FL-7630.1 °Po
a —L 10
23
76 EXTERIOR 6
29 3
TYP. 4
C ORNEIRS
OFPANR
INTERIOR 23
74 22 11 22
rl-� HORIZONTAL CROSS SECnON
j
1"THK. d'.
k
26 GLASS BITE GLASS
1/8" TEMPERED EXTERIOR INTERIOR
GLASS
AIR SPACE
&§DQ01 I�AIVEI 5/3Z'ANNEALED
GLASS
.09CY'INTERI-AYER
(BY SOLUTIA)
1/8-ANNEALED
GLASS
DOW 995
OR 39 SWIGGLE GI-AZING
SIKA 552 SPACER
4.00' - - - - - - -
oz --1 1.18.. 1.54'1
77=
5120108
N.T.S.
�WAL
VERTICAL CROSS SECTION LFS
FL-7630.1
rIA3"1
m uJim
u
al on_
Zm7
T A A
@
O
o
A
A
A Gl
Am Sm"
m o GT '^ a 0 C G)
P4S
A
,y
o NZ
Pm �Z D N r.3
O
THERMA—TRU
NIIyINC CONSULTN l INC.
RBERGL SS DOOR
P.O. B. M. Va41co R =.
PMm No.: Bt ].,w....
PotlCe Bond at Prvteealanm EngNeen
R /SSQABLY:
DOOR PANEL
caruficata %.W ofizWon No. Bat]
Lev-/
DETAILS
a w.. 07
& GUSINC DETAIL
Weaon P. B.NTIat, P.E Na. • 409
1
23
94 96 EXTERIOR
RS
EL
INTERIOR
22 11
4 HORIZONTAL CROSS SECTION
ISS r GLASS
GLASS BITE � I GLASS
26 1/WTEMPERED
GLASS
AIR SPACE
90 DOORPANEL 5/32"ANNEALED
FOerclmdc GLASS
--.090'INTERLAYER
(BY SOLUTIA)
1/8"ANNEALED
GLASS
DOW 995
OR 39 SWIGGLE GLAZING
SIKA 552 SPACER
GI GIAIING OEfAIL
LT� oaa° I.— L-"-1.54 �{ t M-T L r
,
1 � IOP RAIL 93 LOCK SIIIE 94 NINGESiIIE 95 BOTTOM RA1I
4 VERTICAL CROSS SECTION
52008
i
e N.T.S.
AL
e LFS
FL-7630.1
c
4 w 10
6
a
INTERIOR TZ 27 G
Ro 70
90
a 00
u w
�i z
m O
-i
Z
EXTERIOR 8
,
00
fZ�
20 C
O
A
rE
1-1/4'MM.
E 1
EMB. IIYP)
INTERIORR
3 HORIZONTAL CROSS SECTION
$ Shownw/I%Sub-0uct substituting
co screw lorwe screws per
F
210R Secttionion 1714S.4.2 oflhFBC
RIOR
EXTERIOR
0.15''
2 HORIZONTAL CROSS SECTION
$, Inwngshown-ouhwing
clsoopproveo
f
• I � (2
O�
2 iz
u
OR
zoo
f„
a
E 11
I-1 /4'MIN.
EMB: ITYP.I
et AL v
ec LFS 3
FL-7630.1
C
L7 OF j0 6
Y
z
1"MIN. FROM I"MIN, FROM
—MASONRY EDGE --+--MASONRY EDGE
ITYIPJ [TYP.)
INTERIOR .... EXTERIOR
VERTICAL CROSS SECTION z .
inwng snown - ounwing
alsoopproved
INTERIOR MCI EXTERIOR
2-1/7',MIN. FROM 2-1/2 - MIN. FROM
MASONRY EDGE MASONRY EDGE
fwp,) ITYP.)
T,VERTg AL C SSSECTION
EXTERIOR .... A,, INTERIOR
2-1/2" MIN. FROM 2-1/2" MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP.) (TYP.)
INTERIOR L22�� EXTERIOR
(_2_� VER11CAL CROSS SECTION
��=Xwt,bucksubsfiluflng
crem for mod scom per
Section 1714.5A.2 of the FBC
2-1/2'MIN. FROM 2-1/2'MIN. FROM EXTERIOR
INTERIOR
MASONRY EDGE _�_ MASONRY EDGE
(TYP.) (TYP.)
aVEIllCA CROSS SECTION 80 70
.g '.n5gurol.n
(90)
2-1/2" MIN. FROM 2-1/2" MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP.) (TYP-)
VERIICAL CROSS SECTION
Outswing configuration
11 M-0
5120108
N.T.S.
M AL
LFS
WiT, —W
FL-7630.1
_M
, , I
KMO
OPEN
2X
MASONRY
OPENING
FRAME
TYP. HEAD
& JAMBS
2X BUCK
SEE NOTE 2
SEE NOTE 2
SUCKANCHORING HINGEJAMB FRAMEANCHORING
Masonry 2X buck ccnftcfton
NOTES:
I 1/4"Elco Concrete screws anchoring 2x buck require a minimum I"clecrance to masonry edges, a 1- 114- minimum embedment and a minimum 4- clearance to
adjacent concrete scnews. Substitution of equal concrete scram from a different supplier may have different edge distance and center distance requirements.
Concre a screw locations of the corners may be adjusted to maintain the minimum edge distance to morlarjoints. If Concrete screw locations noted as "MAX. ON
CENTZ mWt be adjusted to maintain the minimum edge distance to mortarjofnis, additional Concrete scram may be required to ensure the maximum on center
dimension is not exceeded.
2. 114"iTW concrete scram anchoring frame andlorsill require a minimum 2-1/2" clearance to masonry edges, a 1-114"minimum embedment and a minimum 3"
clearance to adjacent concrote5crews. Substitution ofequal concrete scram from a different suppliermay, have different edge distance and center distance
requirements. Concrete screwfocallons of the comers maybe adjusted to maintain the minimum edge distance to mortationts. if Concrete screwtocations noted as
"MAX. ON CENTER" must be CrCjLnited to maintain the minimum edge distance to morforloints, additional Concrete scram may be required to ensure the maximum on
center dimension is not exceeded.
STRIKEJAMB
"TC" &DEADBOILTDIFTAIL
HINGE DETAIL
T z;
FL-7630.1
, -L .,-Lo
I
HINGEJAMB
NOTES
0
z
TYP. HEAD
& JAMBS
SEE NOTE I
MASONRY
OPENING
IX BUCK
SEE NOTE
SEE NOTE
FRAMEANCHORING
Masonry I X buck constructlon
0
STRIKEJAMB
1. 114"ITW concrete screwsonchoring fmmeandl�slllrequ�eomlntmum2-112'cleamnce to masonry edges, a 1-114"minimum embedment and a
minimum 3" clearance to adjacent concrete scierws. Substitution of equal concrete screws from a different supplier may have different edge
dWonce and center distance requirements. Conc:rele screw locations of ffie comers may be adjusted to maintain the minimum edge distance to
mortarjoints. If Concrete screw locations noted as "MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to moncricints,
additional Concrete scurews may be required to ensure the maximum on center dimension Is not exceeded.
2. 3116"ITIN concrete screws anchoring frame and/or Of require a minimum 2-518"rJearonce to masonry edget a 1-114'minimum embedment and
a minimum 2-114"clearance to adjacent concrete screws; unless otherwise noted by concrete screw manufacturer.
SEE NOTE 2
SEE NOTE 2
SEE NOTE I
LATCH& DEADSOLTOETAFL
HINGEDEFAft
z z Z�
0 E
0 z
�6.
AL
LFS I
FL-7 30.1
0
UE
12.5.
is
44"
IN
�g
ir
PRODUCT:
I— ULT�. INC.
E w u, FIBERGLASS DOOR I.— � =..
ART OR SID,!SLY, P:Z—i ... I Ul.1—ro
0 -S�n 3S- — �Mfl..t. 01 �odzaUon No. 9013
F—O —UA—TE 113Y COMPONENTS f-e'--7
REVISIONS Wd.. Aot, No
BILL OF MATERIALS
ITEM
DESCPJP170N
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
IX BUCK SG >= 0.55
WOOD
31
COASTAL OUTSWING THRESHOLD
ALLIMLIWOOD
B
2X BUCK SG >= 0.55
WOOD
32
DOOR BOTTOM SWEEP
PVC
4
*
MAX. 1/4"SHIM SPACE
WOOD
33
INSWiNGlHRESHOUD
ALUM./COMP.
*
IXX 2-3/4" PFH ELCO CONCRETE SCREW
STEEL
39
LITE FRAME TRIM
PVC
E
MASONRY - 3,192 PSI MIN. CONCRETE.CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM, C90
CONCRETE
-�2
INSWING THRESHOLD CS ADJUSTABLE
ALUM./COMP.
63
INSWING THRESHOLD MONUMENTAL ADJUSTABLE
ALUM./COMP.1
F
1/47'X 1-3/4'PFH ITW CONCRETE SCREW
STEEL
64
INSWING THRESHOLD ADJUSTABLE
ALUM./COMP.
G
3/1 V'X 3-1/4!'PFH ITW CONCRETE SCREW
STEEL
65
INSWING THRESHOLD SELF ADJUSTING
ALUM.ICOMP.
H
1/4" x 3-1 /N'PFH rTW CONCRETE SCREW
STEEL
66
INSWING THRESHOLD IMPERIAL
ALUM./COMP.
I
II4'X 2-1/4!'PFH iTW CONCRETE SCREW
STEEL
70
SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
J
114" X 3-3/4"PFH ITW CONCRETE SCREW
STEEL
71
DOOR SKIN 0.075'THK. (SMOOTH STAR) Fy 6,000 PSI MIN.
FIBERGLASS
K
#8 X 2-1 IT PFH WOOD SCREW
STEEL
72
TOP RAIL (SMOOTH STAR)
COMP.
L
# 10 X 2-I/TPFH WOOD SCREW
STEEL
73
LOCK STILE (SMOOTH STAR)
WOODAVL
7
MEDIUM REACH COMPRESSION WEATHER-STRIP FHERMA-TRUJ
FOAM
74
HINGE STILE (SMOOTH STAR)
WOOD
IS
8
LONG REACH COMPRESSION WEATHER-STRIP ITHERMA-TRU)
FOAM
75
BOTTOM RAIL (SMOOTH STAR)
CnMP
9
N'X 4'HINGE.097'THK. (THERMATRU)
STEEL
76
FOAM CORE
POLYURETHANE
10
# 10 X 3/4"PFH WOOD SCREW [HINGE TO FRAME)
STEEL
80
CLASSIC CRAFT & RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
I I
# 10 X 1 -1 /TPFH SCREW
STEEL
81—
-DOOR SKIN 0.099'THK. (CLASSIC CRAFT & RUSTIC) PY = 6,00) PSI MIN.
FIBERGLASS
17
PASSAGE LOCK - KWIKSEr MODEL 200T - GRADE 2
STEEL
82
TOP RAIL (CLASSIC CRAFT &RUSTIC)
COMP.
18
1 THRESHOLD OUTSWING ITHERMA-TRU)
ALUM.IWOOD
1 83
1 LOCK STILE (CLASSIC CRAFT & RUSTIC)
WOOD/LVL
19
HEADER JAMB (4.656r X 1.25- THERMA-TRU, PINE) SG >= 0.42
WOOD
84
1 HINGE STILE (CLASSIC CRAFT & RUSTIC)
WOODILVL
20
SIDE JAMB 14.656'X 1.2 THERMA-TRU)SG>=0.42
WOOD
85
BOTTOM RAIL (CLASSIC CRAFT & RUSTIC)
COMP.
21
DEADBOLT - KWIKSET MODEL 78D - GRADE 2
STEEL
86
FOAM CORE
POLYURETHANE
22
INTERIOR LITE FRAME
ALUM.
90
FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DMA—ILS
23
EXTERIOR
UTE FRAME
ALUM.
91
DOOR SKIN 0.65' THK. (FIBER CLASSIC) Py 6,000 PSI MIN.
FIBERGLASS
z
0
26
CELLULAR
GLAZING TAPE
FOAM
92
TOP RAIL FIBER CLASSIC)
COMP.
L
27
LATCH STRIKE PLATE
STEEL
93
LOCK STILE (FIBER CLASSIC)
WOODILVIL
28
DEADBOLT PLATE
STEEL
94
HINGE STILE IFIBER CLASSIC)
WO06-
29
#9 X 3" PFH SCREW
STEEL
95
BOTTOM RAIL (FIBER CLASSIC)
COM .
96
FOAM CORE
Fp—oLYURETHANE
1�
5 20 0
N.T.S.
AL
LFS
FL-7630.1
to � 10
I I R W Building Consul=ts, Inc.
W Consulting and En&cmi-9 Scrvioc' jortho Building Industry
B P.o. aw 23o'v.1ri.. FL 33595 ph".813.659919?
C M�rid,Bwd IfP-f�"'-al Engoc� Cjfi=nofAutboriMfi- �10- 9913
1,91) 6 / — (0c)- / -7
it' tied by RW Building Consultants. Inc.& Lyndon F. SchmICK.
Scope: ProdUctiEvaluatlon repo Iss St te of Florida produclApproval, Dept Of
MI Windows and Doom, based on Rule Chapter No. 913-72.071. Method JAof the a
Community Affairs � Florida Building Commission. , not have nor will acquire financial interest in the company manufacturing
RW Building Consultants and Lyndon F. Schmidt P.E. dc process of the pinduct named herein.
or distributling the product or In any other entity involved In the approval
Limmadons.- been evaluated and is in compliance With the 2007 Florida Building Code structural requirements eWuding the "High
1. This product "as
Velocity Hurricane 7one". is product (ff mulled together with impact rated windows) does not require
2. When used in areas requiring wind bome debris protection. 0 d zones 1. 2 and 3 as defined by ASTM F-1996-
protection from an impact resistant covering when used in Win be protected with an impact resistant covering complying with section
3. in Vfind Zone 4 as defined by ASTM E1996, this product Must
jr,09.1.2 of the FBC- h these muilions must be submitted along with this mullion product
�h glazing product used wit SI
4. Separate product approvals for a,, ssembly shall be the lesser of the load capacity of the mullion as specified u Ing this
approval. The design pressure rating of the 8 ng products used.
approval or the design pressure rating of the Individual 9182J ho= in each individual glazing product
5. Anchoring of each giving product to the mullion shall be . as shown in this drawing or as a
approval . whichever is more stringent
6. mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. r 2x buck masonry
8. For 2x stud framing construction, anchoring Of these units shall be the same as that shown fO RE CON
9. see drawing FL-13402-11 for size and design pressure limitations.
Supp.rang Documents-' Signed & Sealed �b�
I. Drawing No. Erepared by (CA#9813) Lyndon F. Schmidt P.E.
No. FL-13402.1 RW Building Consultants, Inc. Signed �&Sealed_b.
prepared by Lyndon F. Schmidt P.E.
2. C21cullaftns RW Building Consultants Inc.(CA#9813) Lyndon F. Schmidt P-E-
Mullion s� Inc. (CA*9813)
Buck Anchoring RW Building Consultant
3. guelg Assurance
Certificate of Participation issued by American
Doors is manufacturing productImAthin a quafil
PF 1624
id
=. Schmidt. P.E.
L PE No. 43409
1/412010
650 W. Market St.
GrGtL PA 17030
EXTRUDED ALUMINUM
VERTICAL CLIPPED MULLION
(FLANGE MOUNT WINDOWS) (CM-18531)
GENERALNOTES
1. Ttfis product has been evaluated and Is in compli a the 210=10Zliulding
Code VBCJ structural requirements. eXCILKIing lh,9�91=- �fy H o1w.
2. when used in areas requillng Zrl b- d=fg; this product fif muted
together vAgh Impact road wmd..j does ecton from an impact
reststant coveting when used In WLnd Zones 1, 2 and 3 as defined by ASTM El 99A.
3. In Y&d Zwe 4 as defined by ASTM El 996, His product must bc projected vAth an
ismaccl-teslitant cove,mg complying vAth Section 1609.1.2 of the FBC.
4. S
sgpsamre
,,=ucI,cppawob IV each glazing product wed with these MUNOM must be
g th his mution product approval. The design ptsersure falling of the
wernbly sholl be the lesser of the load capacity of the muffors as specIfied using this
approval a the design rating of the Individual glazing products tt�d.
5, Anchoring of each sigazing product to the mutton shag be as shcmm In IhIS drcvAng Of Os
shown In each Indyids,01 glazing Product OPPmvrg- whichever is more stringent'
6, Munlan anchor e mbedment to base mtekl shot be beyand viaO dressing orstucCO.
7. AnY 0MCIRIGM not covered In Itts evoluation ore subject to separate engiree"
evaluation.
8. For 2c stud fcnsmg conftcton, anchoring of these units shag be the same as that shown
far 2st buck mosorwry consimcdflon.
TMMOFCOMM
fic"
I
Rf--4: � ;
I)R.. �QLQNL. notes
�11111CY
--I�ak
an
Ut
1�
MULLED TWIN WINDOW UNrrS (W/ FLANGE)
I ji
%; L
M.
6T
7r
w
?a*
105.5"
7r
70.0
7O.0
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FL-1.3412.1
I
-1
Florida Building Code Online
10?Woc) / -)
SCISHorne LGg In User Registration Hotropics SubmitSuittarge Stats a Facts
Product Approval
USER: Public User
MOO ADDrOval Menu > PrOdUCt Or A11011QUOn Search > Apolicatlon List > Application Detall
FIL #
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Authorized Signature
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Address/Phone/Emall
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Address/Phone/Emall
Category
Subcategory
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL10350-114
Revision
2007
Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-21300 Ext 2560
bsitiihger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
X /6% P tr4r.T
4103.50, 19
P � C, �;� C-
4-
Fv Aj
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Handcopy Received
Standard
AAMA 506
AAMA/NWWDA 101/I. S. 2
AAMAfWDMA/CSA 101/l.S.2/A440
ASTM E1886
ASTM E1996
Year
2006
1997
2005
2005
2005
http://www.floridabtiilding.orglprlpt�_aPP-.4tl.aSPX?Paranl--wGEVXQwtl)qud0l.2fA7YzPJyVj I upGVo2bEFP... 3/3/2011
Pioncia, Building Code Online
Pag� 2 of 6'
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
5UmmarV Of Products
Go to Page
,.�au.l 1135/3185 Fin Frame
Limits rf Uz�
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/_50
Other: H-RSO Missile Level D, Wind Zone 3
Limits Of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
Impact ReSistant. No
Design Pressure: +so/-5o
Other:H-LCSO
Method I Option A
03/01/2010
03/01/2010
03/05/2010
04/07/2010
Lite
Assurance Contri
Oil
tion Instructions
0 0 Pagel/20 0
Date
verjtjea By: American Architectural Manufacturers
kssociation
Created by Independent Third party:
.valuation Reports
Assurance Contract Expiration Date
'012
tion InStructions
) R4 I Installation Tnqt�,�i� - i cc--.
Verified BY: American Architectural Manufacturers
Nssociation
Created by Independent Third party:
Evaluation Reports
�Vjjv.lj 1185/3185 Fin Frall'111i
2111 Lite
Limits of Use _L36x72 Single Glazed l/ �;FeM2Lr=ed
Cerulzmuon Agency certwicate
It'
f c'
C A
C
Approved for use in HVHZ: No 7F 3 -50 R4 C CAC APC 165-3185 SH 84075.04-109-
"0 . f
Approved for use outside HVHZ: Yes 47 FI: 36_X7/2 L(-6U . d?
LC 0
C4 I
Impact Resistant; No Quality Assurance contract Expiration Date
DerJgn Pressure: +60/-60 07/15/2012
Other.H-LC60 I t tj
Installation Instructions
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant; No
Design Pressure: +.55/-55
vennea By: American Architectural Manufacturers
%sSoclation
Created by Independent Third Party:
Certificate
Expiration Date
http://�ww.floridabuilding.orglprlpr�_apPitI.aspx?param--wGEVXQwtDqud%2fA7YzPjyVj lupGO/o2bEFP... 3/3/2011
Florida Building Code, Online,
Other:H-RSS
Page 3 of 6
Instructions
-ImIts; of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-RSS, Missile Level D, Wind Zone 3
JmIts; of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other:H-RSS
Fin Frame Oriel
Jimilis of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure. +55/-55
Other: H-R55 Missile Level D, Wind Zone 3
-imits of Use
Approved for use In HVHZ.- No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: H-P,50
of Use
Verified By: American Architectural Manufacturers
kssociation
Created by Independent Third Party:
Certificate
Assurance Contract Expiration Date
011
tion Instructions
By: American Architectural Manufacturers
Created by Independent Third Party:
.valuation Reports
Zuality Assurance Contract Expiration Date
08/26/2013
Installation Instructions
FL10350 R4 II 185SH FIN 94105.0l.odf
Verified By: American Architectural Manufacturers
kssociation
Created by Independent Third Party:
-valuation Reports
Created by Independent Third Party:
i2x72 Insulated Laminated Glass
'ertification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185-3185 SH FIN
52X72 R50 78156.01-109-44.r)d
�ualit:V Assurance Contract Expiration Date
11/1912011
Installation Instructions
FL10350 R4 IT Installation Instructions - 185-3185
'IN 78156.01(As Tested).Pdf
Verified By: American Architectural Manufacturers
kssociation
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i2x90 Single Glazed 118"Tempered
.ertification Agency Certificate
FL10350 R4 C CAC APC 18S-3185 SH 85550,01-1
17 FIN 52)(90 1150 Dd
�uality Assurance Contract Expiration Date
08/29/2012
Installation Instructions
F1 1 n'A-;[) R4 IT InRfaliRtinn Tnqtn irtinnc - I R-;-11 RS
By:
Manufacturers
Created by Independent Third Party:
Agency Certificate
http://www.floddabuildirig.orglprlpr�-appjtl.aspx?param--wGEVXQwfl)qudOlo2fA7YzPJyVj lupGO/o2bEFP... 3/3/2011
Florida Bililding Code Onlina
Page 4 of 6 -
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other. H-R50 Missile Level D, Wind Zone 3
2uality Assurance Contract Expiration Date
11/27/2011
rnstallation Instructions
C1 I AICn DA TT I Q�-'
Manufacturers
by Independent Third Party:
�Created
Evaluation Reports
Created by Independent Third Party:
10350.10 �185/3185 Fin Frame One]
36x84 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL10350 R4 C CAC APC IMPACT 185-3185 SH FIN
Approved for use outside HVHZ: Yes
36XB4 R55 78160,01-109-44.pdf
Impact Resi&tant-. Yes
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
11/06/2011
Other: H-R55 Missile Level D Wind Zone 3
Installation Instructions
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant- Yes
Design Pressure: +55/-55
Other: 1-1-1155 Missile Level D, Wind Zone 3
Fin Frame Oriel
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: H-P.50 Missile Level D, Wind Zone 3
Verified By: American Architectural Manufacturers
%ssoclation
Created by Independent Third Party:
-valuation Reports
Created bv IncleDendent Third Party:
Insulated
Assurance Contract Expiration Date
.011
tion Instructions
Verified By: American Architectural Manufacturers
kssociation
Created by Independent Third Party.,
Evaluation Reports
Assurance Contract Expiration Date
!011
tion Instructions
Created by Independent Third Party:
�11 03=50. L3 1185/3185 Fin Frame Criel �3&84 Single Glazed Laminated Glass 5/0 sash
mits of Use lCertification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: +SO/-50
Other: H-R50 Missile Level D, Wind Zone 3
Assurance Contract Expiration Date
!011
tion Instructions
'I PA TT T.,+n1lnHnn Tnqtnirflnn� - I
Created by Independent Third Party:
http://Www.flori(labuilding.orglprlpr�-apP—Otl.aspx?Param--WGEVXQwtI)qudclo2fA7YzPJyVj lupG%2bEFP... 3/3/2011
Florida Building Code Online,
Page J of 6 �
Flange Frame Equal
Approved for use In HVHZ: No
Approved for use outside HVHZ*. Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: H-RS5 Missile Level D, Wind Zone 3
10350.15
Flange Frame Equal
Jmits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. +60/-60
Other: H-R60
Laminated
Agency Certificate
Date
Installation Instructions
FL10350 R4 11 Installation Instructions - 185-3185
:Iange SH 78155.01 AS TESTED.pd
Verified By: American Architectural Manufacturers
kssociation
Created by Independent Third Party:
ivaluation Reports
Created by Independent Third Party:
36x72 Insulated Glass
Expiration Date
Installation Instructions
FL10350 R4 II 08-00802.pdf
Verified By: Roberto Lomas PE PE-62514
Created by Independent Third Party: Yes
-valuation Reports
Yes
10350.16 1185/3185 Flange Frame Equal-libe
15102 Single Glazed 3/16" Annealed
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL10350 R4 C CAC APC 185-3185 SH Flq OR EQ
Approved for use outside HVHZ: Yes
SIX72 77695.01-109-47.i)df
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
01/0912012
Other:H-R55
Installation Instructions
FLIC350 R4 II scan0001.Qdf
Verified By: American Architectural Manufacturers
Frame Orlel
.imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ-. Yes
Impact Resistant- No
Design Pressure: +S51-55
Other:H-1155
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: +55/-55
Other: H-RS5 Missile Level D, Wind Zone 3
Created by Independent Third Party:
.valuation Reports
Annealed Sash and
rempered fixed lite
'ertification Agency Certificate
FL10350 R4 C CAC APC 185-3185 SH Fig EQ SG Fixed
Assurance
Date
�nstallatlon Instructions
FL10350 R4 11 scan0001.pc1f
Verified By: American Architectural Manufacturers
Created by Independent Third Party:
Agency Certificate
Assurance Contract Expiration Date
Instructions
http://www.floridabuilding.orgtpr/pr�_app /o2fA7YzPJyVjlupG1/o2bEFP... 3/3/2011
_jdtl.aspx?param=vvGEVXQwfl)qud0
Florida Building Code Online
Page -6 of 6 ,
FL10350 R4 II Installation Instructions - 185-3185
Flange SH 78149.01 AS TESTED.0
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Creater! hv fnripnpnrient Third Party:
10350.19 h85/3185 Flange Frame Orlel
36x84 Insulated Laminated Glass
Limits of Use
Approved for use In HVHZ: No
Certification Agency Certificate
FL10350 R4 C CAC APC IMPACT 185-3185 SH FLG
36X84 1155 78161.01-109-44.r)d
Approved for use outrIdeHVHZ: Yes
Impact Resistant. Yes
Design Pressure: +S5/-55
I
Quality Assurance Contract Expiration Date
11107/2011
Other: 1-1-1155 Missile Level D, Wind Zone 3
Installation Instructions
FL10350 R4 11 Installation Instructions - 185-3185
S�L " 161.0' AS TESTED.pd
;eri
!=Y By�A can Architectural Manufacturers
Association
I Created by Independent Third Party:
Evaluation Reports
q Created by Independent Third Party:
10350.20 :rame Oriel
36x84 Insulated Laminated Glass 5/0 sash
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL10350 R4 C CAC APC IMPACT 185-3185 SH FLG
Approved for use outside HVHZ: Yes
36X84 R55 78159.01-109-44.iid
Impact Resistant: Yes
Design Pressure; +55/-55
Quality Assurance Contract Expiration Date
11/08/2011
Other: 1-1-1155 Missile Level D, Wind Zone 3
Installation Instructions
FL10350 R4 II Installation Instructions -.185-3185
Flanoe SH 78159.01 AS TESTED.vdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
jj
Created by Independ nt Third Party:
........ .
Go to Page
Department of Community Affelm,
Florida Building Code Online
Codes and Seendanis
2555 Shumard Oak Boulevard
71011ah�, Radda, 3Z799-2100
(850) 487-1824, FOX (850) 414-6436
0 2000-2010 The State of Florida. All rights resemd.
Prlva� Statement I COVYraht Statement I Acm�lbflltv Statemen I Plua-in Software I customer Servite Sumw I Cpntact U
Product Approwl A=pts:
a WRI 99 E
http:llwww.floridabuflding.(:)rglprlp�_appjtl.aspx?param=wGEVXQwtDqud*lo2fA7YzPJyVjlupGOlo2bEFP... 3/3/2011
I A-L-I
(Valiclatori Operations Administrator)
MI Wridows & Doors, Inc.
P.D. Box 370
Gratz, PA 17030-0370
Athn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
17LA
The product described below is hereby approved for listing in the ne)d issue of the AAMA Certified Products Directory. The approval
is based on sucoassful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMAMDMAJCSA 101A.S.2fA440-05
WR66--1324x1819 (62x72)
AAMA 606-06
COMPANY AND PLANT LOCATION
Missile Level: D
Rating:
CODE
SERIES MODEL &,
MAXIMUM SIZE TESTED
+561-66, 62*72
NO.
PRODUCT DESCRIPTION
Wind Zone: 3
Rating above
conforms to
18613185 SH (FLANGE)
FRAMSImm)
SASH(mml
1324 x 1819
1280 x 762
d o Smyrna, TN
L
requirements of.
MTL-9
(AL) (DIX) (OG)
=Win
ASTME1886
(TEMPILAM GL) (ASTM)
(414" x 610")
(4'X'x 216")
and E1996
I
2. This Certification will expire November 20, 2012 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Structural Test & Report By.
Architectural Testing, Inc.
Report No: 84075.03-109-47
DateofReport July9,2008
Missile Impact Test& Report by:
Architectural Testing, Inc
Report No: 78149.01-10944
Date of Report December 27, 2007
�AILIL CERTIFIED PRODUCTS MUST BE PRODUCED WITH TEMPERED LAMINATED GLASS.�
Validated for Certification
Associated Laboratories, Inc.
Authorized for Certification
Date: January 26,2009
Cc: AAMA
SBS
ACP-14 (Rev. 11106) Amegl ftera; =tumAssociaflon
Ca -wet. heads, sted 114WI
By Oth.
j-
0
Duck By ! there
— H a
ead
Con as R."M
P.feletwr omfik
(by th") sill
'ONE BYN (3/41 BUCKS (SHOWN)
I . Before installation. caulk back of flong.. .1 face of buck.
1 �'..dI%amd,,y Topeon must be of a length to how
/4 be ment Into masonry or concrete.
I SnhIM an rle= With load bearing shims at each Installation
a Chor
4. NJ FCC
ytZ opolled holes not designated far Topcon anchor
sh Id be ad with J110 scarews of WWI length to provide
M 5/8
: it Tmb,dmbnt into wood buck.
S. Letter designations on the Topcon location chart indicate where
armhors or, to be Installed using the elovallon as . key-
6. If meet window size In not ghon, use anchor quantity for
-next larger. window In chart. -
7. Far Continuous head and oW twins & triples, use the same lootelter
schedule for each unit In the main treater eacept ignore the
Intermediate jamb.
anat. Maswry oamin, By othwe
'em
—outside DIMM.15M - I'm + V—
Caulk Bet~
Flange and Duck
Jamb
&.*,rSHIM
Steel By Others
pre-CCA S54 V, 17
By MM
Cod, Between Flarge and P�Ccrl SM
1*-T�M' � HARDIONDID MA50NRY SCRM OMME TAPOOK NAVA. & SIMPSON
' 4
4
4
Buck By Othm
'TWO BN- (1 V21 BUCKS
"TWO BY* bucks are onlilneared end fastened to the
masonry opening BY OTHERS.
Follow the @orna in.tructlon. and fcatenar requirements
far *me blIP bucke "cast use #10 sera" of sufficient
length far 1 1/4" minimum embedment Into lbuck.
* YAP(= UXAMON ICKW
CODE
WINDOW ID
FASTENER
LWATIONIS
SIZE
SIZE
UP M OP35
VPW TO OM
DPW TO DIP69.3
12
18 1/6 x 25
A, D & E
IA. D a E
A. D & E
-43
to
A,
_A.-D &-E.-
14
18,178 x 42 5�9
A. D & E
A. 0 & E
A. D & E
15
8 1/6 x 52
A 0 & E
A. 0 & E
A, D & E
1 6
a 118 x 71
k 0 & E
A. 0 & E
A. D & E
17
16 176 x 83
A 0 & E
A. 0 4: E
A. D & E
1/.2 32
25 1/2 x 25
A 0 &
'A. 4k E
D 6: E
17233
25 1/2 x 37 3/8
A D a EE
DO & E
0 E
I Z2 34
M 1/2 x 49 3/8
A. D & E
0 & E
A. D E
IZ2 35
17.2 36
25 1/2 x 0
25 1/2 s 71
A. 0 & E
A D a; E
D
D
1/2 37
25 172 x 63
A. D E
A. 0 6: E
A. C. 0 & E
22
I x "
A. 0 E
& E
E
DO &&
23
36 . 37 3a
A. 0 & E
& E
E
24
36 x 49 5 a
A. D E
0 E
A. D & E
25
36 v 62/
D EE
DO E
& E
25
36 x 71
t D
& E
AVD & E
27
35 M 83
A D E
A. C. D B: E
A. C� 0 a; E
32
52 1/8 x 25
A 0 & E
111, 1
A
33
52 115 x 37 3/13
A D & E
81 a E
Do & E
34
521/8 x 49 5/9
A 0 B, E
A 0 A E
A. D & E
36
52 l/_8 x 62
A. 0 & E
C DO EE
35
62 1/8 v 71
A D It E
Ak. 0.' I
AVr.00&&EE
37
52 178 It 83
A D & E
A. C. D & E
A. B, C. D At E
.2040
23 3118 X 47 5J.8
4 0 & E
!A. 0 a E
a: E
2111
23 2 1
Y/S
A &
0 a. E
91 & E
2080
23 : 71 a
A. D & E
!A. D & E
A, 0 & E
2070
23 37,0 x 83 FIB
A� &
IA, 0 & E
D & 1
3040
35 3�0 x 47 /B
A. 0 &
A. 0 & E
D & E
3050
35 37.8 : 59 61.119
A. D & E
' & '
A, 0 & E
.3060
35 31,8 71 578
A. 0 & E
D & E
A, C, 0 & E
3070
35 US x 83 3/.G
11.5
A. 0 & E
4AC Da & E
A. C. D & E
4M
40MM
47 x 47 5
47 a x so a
Me
A 0 & E
A, D & E
I) E
EE
& D & E
A. C. D & E
4060
4070
47 Pill x 71 5/8
3 83 5ye
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g B. &
0. D & E
0. 0 & E
A.
4460
M
at 31's .59 57.8
A. D & E
A.
A. D & E
D. C, D A, E
A. C. D & E
147
4460
51.31.8 x 71 5 a
A 0 & E
A. C. 0 & E
A. B, C. 0 & E
,4"41,Q,
Ax4j". 83 50
A. 0 & E
A. C. 1) & E
A. R r. 0 & E
is
Is,
CAL
ELEVATION
WHICH
FLASHINC
By OTHERI
SHEATHING
i�� JAMB DETAIL
HEAD DETAIL
IZE HEADER AS NEEDED
CAULK UNDER NAILING
FIN ENTIRE PERIMETER
BEFORE FASTENING.
SHIM AS
REQUIRED
0 X 1-1/2- SCREW jSHOWN WITH I" SHEATHING)
MUST ACHIEVE 1-1/2 PENETRATION INTO STLJD,
SILL DETAIL
Notes.
1. Installation depicted based off of
structural test report
111 78146.01-109-44.
2. Wood scraws sh I
all sathdr the National
Design Specification far Wood
Convemictlon for material type and
dimensional requirements.
1
3. Wood buck installations am murned 2x
S—P—F (C-0.42)1 or denser. Buck width
shall be greater than the window frame
width. Tapered arztIal width bucks
am not allowed, , a buck shall be
secured to the structum, to resist all
design leads.
4. Wood screw lengths shall be sufficient
to guarantee 1-1/4m penetration Into
wood buck.
5. Maximum shim thickness of 1/4"
Permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
1
6. These drawings depict the details
MOORRIFY to Meet structural load
requirements. They do not address the
air Infiltration. water parebretion, Intrusion
or thermallerformance requirements of
the instollo con. �
7. Installation shown, is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller %an shown. locate lamb
fasteners 3* from comens and no more
than 18' on center. Locate head/siff
fasteners 3" from' corners and no mom
than 18" an center. Design pressures
of smoUer wlndow� saws m Irmijd to
that of the test window.
SIZE AND DMGN PREWRE OW I
FASUER TYPE AND SPAMG MR WILL ALLOW OBN PRESSURES Up To +/_ 50 JUNRS Up To 527 X 72,
(SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PREBSURE LIMITATIONS)
I I I
sun 11
M1INSTALLATION INSTRUCTIONS -r. (--. 5/l/09
& FASTENER SCHEDULE FIN-
Wridows & Doors 185/3185 Single Hung
GnItz, PA
BCIS Home Log In UserRegl5tratlon Hot"ropics, SubmitSurcharge Stats & Facts
ia,; Product Approval
USER: Public User
Pmduct Aoym�al Meni P > Pmd,,& o, Application Seall, 5 Apnile.tion LIO > APPlImbon
FL #
Application Type
Code Version
Application Status
R-11816-112
Revision
2007
Pending FBC Approval
Comments , wal
Archived F
Product Manufacturer ILE COP ndows and Doc
Address/Phone/Emall 650 West Market Stn
Gratz, PA 17030
(717) 365-3300 Ext
bsitlinger@miwd.corr
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or L
Certification Agency American Architecti.
Validated By Steven M. Urich, PE
Validation Ched
Referenced Standard and Year (of Standard) Standard
AAMA 506
AAMA/WDMA/CSA
ASTM E1886
ASTM E1996
Equivalence of Product Standards
Certifled By
http://www
Page I of
AXE
fiCaffons FBCStaff BOSS[teMap Unias * Seah
Fir tJ-
0 > i T -S
,r,�L P A e- T
N I I 'Ut,
FLa �j
4-
FrAj
rmg2
V"kUjZ.
Manufacturers Association
Hardcopy Received
2/A440
Year
2006
2005
2005
2005
bNFDAQ2bB... 3/3/2011
Florida Building Cqde Online
Page 2 of S
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method 1 Option A
12/20/2010
01/24/2011
02/10/2011
Summary of Products
I
Fli. # or Name
Descriptioni
11816.1
2 Anne
led Insulated Glass
Limits of Use
Cartificatio
i Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL11816 R
C CAC APC 92539.01-109-47-RO 185-
3185 FXD F
4 73X72 C50 Specimen 1.pdf
Impact Resistant: No
Design Pressure: +50/-50
Other: FW-050
4ualltir Ast
06/22/2011
Installatioi
irance Contract Expiration Date
Instructions
FL11816 R
II Install Instruct - 185-3165 Fin Fixed
92539.01-11
9-47 AS TESTED - Specimen I.odf
Verified By:
American Architectural Manufacturers
Association
Created by
ridepenclent Third Party:
Evaluation
leports
Created by
ndependent Third Party:
11816.2 IF18513185 Fin Speclalty Frame
7302 Temp
?red Insulated Glass
Limits of Use
Certification
Agency Certificate
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
FL11816 R,
C CAC APC 92539.01-109-47-RO 185�
3185 FXD F1
4 73X72 C55 Specimen 2jid
Quality Assurance
Impact Resistant: No
Contract Expiration Date
Design Pressure: +55/-55
06/22/2013
Other: FW-055
Installation
Instructions
FL11816 R
11 Install Instruct - 185-3185 Fin Fixed
92539.01-IC
9-47 AS TESTED - Specimen 2.pdf
Verified By:
American Architectural Manufacturers
Association
Created by �
ndependent Third Party:
Evaluation
leports
I Created. by
ndependent Third Party:
11816.3 �185/3185 Fin Specialty Frame
73x7i Impact
Glass
Limits of Use
Approved for use In HVHZ: No
Cartificatio,
FL11816 112
i Agency Certificate
C CAC APC 85323.02-109-44-
rO 92539.01-109-47
Approved for use outside HVHZ: Yes
185-3185 FXD SP MF FIN 73X71
C50 2.od
Impact Resistant: Yes
Design Pressure: +50/-50
Quality Assurance
Contract Expiration Date
Other: FW-050 Missile Level D, Wind Zone 3. Glass
08/12/2012
consists of (Exterior to Interior) 1/8" Ann -aluminum
Installation
Instructions
spacer-1/8" ann/0.1Q0 Solutia Saflex HP/1/8" ann.
FL11816 R
II Install - 185 Fin Impact Fixed SS323.02
AS TESTED.
df
Verified By:
American Architectural Manufacturer
Association
Created by
ndependent Third Party:
Evaluation
teports
Created by
nriapendent Third Party:
11816.4 ==J185/318S Flange Specialty Frame
Limits of Use
73x72 Impa
Certilficatio
Glass
Agency Certificate
Approved for use in HVHZ- No
FL11816 R
C CAC APC 85508.01-109-44-
Approved for use outside HVHZ: Ye s
185 3185 SP MF FLG IMPACT
ro 92534.0�-109-47
�_�A
Z73j7 2 C 5
AMA qnF;-nr TKIC: TrMP-LAMI.r)d
Impact Resistant- Yes
Qu it
Quality A �urance
1 11 _
11/1�9/201
Design Pressure: +55/-55
Other. FW-HC55 Missile Level D, Wind, Zone 3. Glass
Contract Expiration Date
consisted of (exterior to interior) 118" ann - aluminum
installatio
Installatio
Instructions
IbNFDAQ2bB... 3/3/2011
Florida Building Code Online
Ispacer - 1/8" ann/0.100 Solutia Saflex HP/1/8" ann.
Page 3 of 3
.1mits of Use
A-P—Proved for use in kvkz� No
Approved for use outside HVHZ-. Yes
Impact Resistant: No
Design Pressure- +50/-So
Other" . FW-050
JMRS of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: FW-055
Verified By: ILuis R Lomas PE-62514
Created by independent Third Party: Yes
Created by Independent Third Partv: Yes
;juantV Ass
irance Contract Expiration Date
06/22/2013
Instailatior
Instructions
FL11816 R:
11 08-00961 DP 50.1)d
Verified By:
Roberto Lomas, PE PE-62514
Created by
ndependent Third Party: Yes
Evaluation
teports
FL11816
AE 511522 DP 50.pdf
Created by
ridependent Third Partv: Yes
Created by
I Next 11
2555 Shumard Oak Boulevard
`lWlahass�e, RoWe 32399-2100
(850) 487-1824, F" (850) 414-843
(9) 2000-2010 The State of Florida. All rights
Privacy Statement I Cowright sutement I Actessibility Statemen I Plug-in So
Product Appro"t Accepts:
go AM ER M
lx%:tlritvM'1"
h4://www
i Agency Certificate
C CAC APC 92534.01-109-47-RO
3 73X72 C55j)df
irance Contract Expiration Date
Instructions
11 08-00801.Ddf
koberto Lomas, PE PE-62514
idependentThird Party: Yes
Yes
I Customer Servite Suwev I Contact U
bNFDAQ2bB... 313/2011
AAMA
(Validator I Operations Administrator) CERTIFICATION PROGRAM
MI Alindows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
The product desciibed below is hereby approved for listing in the next issue of the AAW
is based on successful completion of tests, and the reporting to the Administrator of the resulL
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
I Products Directory. The approval
accompanied by related drawings,
SPECIFICATIONS
RECORD
OF PRODUCT TESTED
AAMAWDMAICSA 1011I.S.21440-115
FW-HC6S-1854x1816 (73x72)
AAMA 506-06
Missile Level: D
COMPANY AND PLANT LOCATION
Rating:
CODE
SERIES MODE.&
PRODUCT
MAXIMUM SIZE
+661-55, 73x72
NO.
DESCR
PTION
TESTED
Wind Zone: 3
Rating above
18513185 SPEC
IALTY FRAME
confibrms to
PICTURE I
FLANGE)
FRAME
MI Windows —Smyma, TN
requirements of'.
MTL-9
(AL) (C)
(OG)
111fAmmX11616mint
ASTM E1886
(INS TEMPA-A
61 GL) (ASTM)
(6'1" x Vill")
and E1996
I -L
2. This Certification will expire November 19, 2011 and requires validation until then by coi
Products Directory.
3. Structural Test& Report By: Missile Impact Test& Ri
Architectural Testing, Inc. Architectural Testing,
ReportNo: 926XO1-109-47 Report No: 86508.01-11
Date of Repot July 8, 2009 Date of Report Februa
Date: August 4,2009
Cc: AAMA
SBS
ACP-14 (Rev. 11/06)
Validated for
Associated
Authorized for CeFfifili
Americ;jteftral
Hating in the current AAMA Certified
by:
16,2009
Inc.
I
(Validator/ Operations Administrator)
MI Windows & Doors, Inc.
P.O. Box 370
Grate, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
The product desetibed below is hereby approved for listing in the next issue of the
is based on successful completion of tests, and the reporting to the Administrator of the
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
Certified Products Directory. The approval
of tests, accompanied by related drawings,
ECIFICA11ONS
RECORD
OF PRODUCT TESTED
AAMAUDMAICSA I 011I.S.21A44M6
FW-C604854x1803 (73x7l)
AAMA 506-06
Missile Level: 0
COMPANY AND PLANT LOCATION
Rating:
CODE
SERIE
'L & PRODUCT
MAXIMUM SIZE
+50/-50, 73x7l
WindZDne: 3
NO.
DESC
PTION
TESTED
Rating above
MI Windows & Doors, Inc.
oonfbrms to
18613185 SP
IALTY MAIN
FRAME
70412u'Avenue
requirements of.
MTL-9
FRAME
(FIN)
1854 min ot 1803 mm
Smyrna, TN 371 67
ASTM E1886
(AL)
or 6111")
and E1996
(INS LAM
L (ASTM)
2. This Certification will expire August 12, 2012 and requires validation unfit then by confli wed listing in the current AAMA Certified
Products Directory.
3. Structural Test & Report By: Missile Impact Test & Report by:
Architectural Testing, Inc. Architectural Testing, lite
Report No: 92639.01409-47 ReportNo: 85323.02-109-44
Date of Report July 8, 2009 Date of Report March 4 2009
Validated
Associated Laboratories.1 Inc.
Authorized
Date: February 2, 2010
Cc: AAMA
SBS America4�
ACP-14 (Rev. 1 11W)
L. Roberto Lomas P.E.
1432 Woodford Rd.
lvwisville, NC 27023
336-945-9695
Manufacturer: MI Windows and Doors
4314 Route 209
Elizabethville, PA 17023
Product Line: 185/3185 Aluminum Fixed Window — Flange Frame Impact
Evaluation Report
Report No.: 611355
Compliance:
The above mentioned product has been evaluated for compliance with the requiremen of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 11 3 uct listed herein complies with
requirements of the Florida Building Code.
Supporting TiachnicalDocumentation:
1. Approval document: dramdng number 08-00811, titled 18513185 Aluminum Fb
Impart, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: AT] 92634.01-109-47 signed and sealed by Michael D. Strerr
Architectural Testing, [no. York, PA
AAMANVOMAtCSA 101/l.S.2/A440-05
Design pressure: ±55.Opsf
Water penetration resistance 9.2psf
3. Test report No.: ATI 85508.01-109-44 signed and sealed by Michael D. StrerT
Architectural Testing, Inc. York, PA
AAMA 50M6
ASTM E1886-05 and ASTM E1996-05
ASTIVI E1886/ E1996 Large Missile Impact, Level D, Wind Zone 3
ASTIVI El 886/ El M Cyclic Load Test, ±55.Opsf design pressure
4. Test report No.: AT] 61812.01-122-44 signed and sealed by Steven M. Urich,
Architectural Testing, Inc. York, PA
ASTM E1886-02 and ASTM E1996-02
ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 3
ASTM El 8861 El 996 Cyclic Load Test ±55.Opsf design pressure
6. Anchor calculations, report number 511355-1, prepared, signed and sealed b
Umitations and Conditions of use:
• Maximum design pressure: ±55.Opsf
• Maximum unit size: 73" x 71 1/2"
• Units must be glazed per ASTM E 1300 with:
0 1 V32' laminated consisting of 1/8' HS — 0.090" Saflax HP PVB
o or with 34' IGU consisting of. 1/8" Ann (exterior lite) —Air — VW
— 1/8" Ann (interior lite)
• Frame material: Extruded Aluminum 6063-T5.055' thick.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in
Installation: Units must be installed in accordance with approval document,
Certificatfon of Independence: Please note that I don't have nor Will acquire a
financial interest in any company manufacturing or distributing the product(s) for wl
report is being issued. Also, I don't have nor will acquire a financial interest in any
entity involved In the approval process of the listed produch(s).
1 oil
Window — Flange Frame
P.E.
P.E.
Luis Roberto Lomas P.E.
)]Aa — 11a' HS
-.10D'SaflexHPPVBbySolutia
bome debris regions.
0
E IV
'9,4%(P
0 51
::73 TAT OF
0
Luis R. Lomas, P.E.
FIL No.: 62514
07/2212009
3. MAX. 73' MAX. WiDT�
ir �Akx D.C.
68 3/4-
MAX.
D.L.O.
00
70 3/4" MAX. D.L.O.
18513185 FIXED WINOOW FLANGE FRAME
EXTERIOR mw
DESIGNPRESSURERATM IMPACTRATWO
,.5,5pSF "RGEANDSMAU
mwLEtypAcr
MISSILE LEVEL D WIND ZONE 3
I - I D.. I I IT
NOTES:
1)
THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH REQUIREMENTS Or 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)
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRE FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS.
GENERAL NOTES
5)
ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE
71 1/2'
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
MAX. 6)
FACTOR Cd-1.6 WAS USED FOR WOOD AMCMO� CALCULATIONS.
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK. USE #10
HEIGHT
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/6-
MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN
N ELEVATION AND INSTALLATION DETAILS.
7)
FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/15* ITIM
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATION AND INSTALLATION DETAILS.
8)
ALL FASTENERS TO BE CORROSION RESISTANT.
9)
INSTALLATION ANCHORS SHAUL BE INSTALLED IN ACCORDANCE NTH
ANCHOR MANUFACTURER*S INSTALLATION INSTRUCTIONS, AND
kNCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
4 WOOD - WNUMUM 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 I (OR GREATER).
10)
FRAME MATERIAL TO BE ALUMINUM 6063-75 .055 THICK
185/3185 ALUMINUM FIXED WINDOW
FLANGE FRAI
I ELEVATION A
08-00811
2 5/8- MINIMUM
MASONRY/CONCRETE
EDGE DISTANCE
BY OTHERS
2X BUCK OR
1 1/4-
WOOD FRAMING
MIN.
By OTHERS
IX BUCK TO BE
EMBEDMENT
TO BE PROPERLY
PROPERLY SECURED
SECURED
CAULK BETWEEN
11
FLANGE MO BUCK
CAULK BETWEEN
114 j
FI AND SUCX
MAX. SHIM
SHIM
SHE,
iI — I 1 701
. I REWSM IMP� RATING 117--,ioa 11
1 3/3- MIN.
EMBEDMENT
3/16- TAPCON EXTERIOR EXTERIOR
PERMETER #10 WOOD SCREW
CAULK
BY OTFERS
MASONRY/CONCRETE PERIMETER CAULK
OR PRECAST SELL By OTHERS
BY OTHERS 2X BUCK OR 1 3/8"
L j
1/'4- WOOD FRAMING MIN.
MIN ' BY OTHERS EMBEDMENT
EMBEDMENT TO BE PROPERLY
SECURED
2 5/8' MIN. EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
AMSONW5CONCREFEINSTAL11177CEN MUCKCRIVOCOMMINCINSTALLITIOV
1/4' MAX. SHIM 1 1/4- MINIMUM EMBEDMENT 1/4- 1 3/8 MIN.
MAX. SHIM EMBEDMENT
D;[2 5/8'- MIN. 2X BUICK OR
INTERIOR I EDGE WOOD FRAMING
DISTANCE BY OTHERS
INTERIOR TO BE PROPERLY
SECURED
3/16- TAPCON
OA MASONRY/CONCRETE #10 WOOD SCREW
EXTE171 By OTHERS
IX BUCK TO BE
PROPERLY SECURED EXTERIOR
JAMB GROSS SEC77ON JAMB CROSS SECTION
WSCNRY�CRETEWSTAUAT� BIJ� OR WOOD �MIENG INSTALLAY70N
3/4- DA.
1/8-
ANNEALED
ANNEALED
0 -AFEX HIP
PVB By SOLUTIA,
I /a _
ANNEALED
EXTERIOR INTERIOR
#6 x 1 1/4� TEK w
SPACED 4" FROM
CONERS AND 18" D.C.
QLAZING DETAIL.
1/4" MAX. 21WASULAMINATED
SHIM
11/32- CA
"ESS
JI/8' HS
,90_ lAFUEl HP
P" ,
BY 0"TIA
1/8. 'S
EXTERIOR INTERIOR
SILECONE
#6 x 1 1/4" TEK 70i
SPACED 4' FROM
COMERS AND 18' D.C. (KAZING DETAIL
lltJ2'L4MINATED
MI WINDOWS AND DOORS
. 4314 ROUTE 209
ELIZABETHVILLE. PA 17023
185/3185 ALUMINUM FIXED WINDOW
FLANGE FRAME IMPACT
INSTALLATION AND GLAZING DETAILS
08-00811
4r'
12' D.C.
F ELEVATION
12' O.C. Mo.
L
7tchors
.1'
See Details
12* O.C. Man,
(At
12' 0.41 Us.
Noters:
HEAD DETAIL 1. Installation depicted based off of
S SHEATH structural test report
HEATH G/OSB 85323.02-109-44—rO.
SIZE HEADER AS NEEDED 2. Wood screws shall satisfy the National
Design Specification for Wood
rLASMING Construction for material tpo and
CAULK UNDER NAILING dimensional requirements.
BY OTHERS FIN ENTTRE PERIMETER
BEFORE FASTENING. 3. Wood buck installations am asourried 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
am net allowed. Wood buck shall be
I MINIMUM 4. Wood screw lengths shall be sufficient
r-Vr.,1/4 INCH
ETRATION to guarantee 1-1/4" penetration into
INTO STUD wood buck.
5. Maximum shim thickness of 1/4'
permitted at each fastener location.
Shims shall be lead hearing, non —
compressible type.
6. These drawings depict the details
necessary to meet structural lead
requiremants. They do not address the
SHIM AS air Infiltration. water Penetration. Intrusion
REOUIRED or thermal performance requirements of
-�DRYWALL the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
18 X 2-1/2' SCREW sizes smaller than shown, locate lamb
(SHOWN WITH J' SHEATHING) faisteners, e from comers and no more
MUST ACHIE%4E 1-1/4-
PENETRATION INTO STUD. than 12' on center. Locate head/sill
fasteners 4' from coomorei and no more
SILL DETAIL than 12* on center. Design pressures
of smaller window sizes cre limited to
that of the test window.
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +50 / -50
MISSILE LEVEL D AND WINDZONE 3
SHEATHING (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE UkOTATIONS)
JAMB DETAIL INSTALLATION INSTRUCTIONS FIN Er. <--. 102/15/1
185/3185 Specialty Main Frame Fixed NONE
WHICH indows & Doors
Gratz,
eZ' FRONT FLANGE) I 1 11 185/3185 SP FIN
.- Florida Building Code Online
10*--A
SM Home Log.In Useritegistration Hot Topla i submit sumharge Stats & racts
Pmduct Approval Menu > Produc or Anoltration Sparch > ApplIcation Ust > Application
FIL # FL11816-R2
Application Type Revision
Code Version 2007
Application Stat FBC Approval
Comments
Archived
Product Manufacturer MI Windows and Door
Address/Phon Market Stre.
PA 17030,
(717) 365-3300 Ext
bsitlinger@miwd.com
F,r
�,Clr�4 C,P
.rl,,-Ph- e— 7
Ftr�;
4-
FcAj
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com r
ri, 31
Technical Representative
Address/Phone/Emall
Quality Assurance Representative'
AddressiPhone/Email I
Category Windows
Subcategory Fixed
Compliance Method Certiflcation,Mark or
Certification Agency American Architectu
Validated By Steven'M. Urich, PE
Validation Checi
Referenced Standard and Year (of Standard) Standard
AAMA 506
AAMA/WDMA/CSA
ASTM E1886
ASTM E1996
Equivalence of Product Standards
Certified By
Manufacturers Association
Hardcopy Received
2/A440
Year
2006
2005
2005
2005
.http://www.flori.dabuilding.org/prlpr�_app_Atl.aspx?param=wGEVXQwtDqubl/'o�M42croZGIIbNFDAQ2bB... 3/3/2011
Florida Building Code Online
Page 2 of 3
KI
*1
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method I Option A
12/20/2010
01/24/2011
02/10/2011
Summary of Products
FL # orName IlDescriptio
11816.1 185/3185 Fin Specialty Frame
73X72-Annealed
Insulated Glass
Limits of Use
Certificatloo
Agency Certificate
Approved for use In HVHZ; No
FL11816 ER
C CAC APC 92539.01-109-47-RO 185-
3185 FXD FIN
73X72 C50 Specimen 1.odf
Approved for use outside HVHZ: Yes
Quality Ass
Impact Resistanti No
irance Contract Expiration Date
Design Pressure: +50/-50
06/22/2013
Other- FW-CSO
Installation
Instructions
FL1 1816 R,
11 Install Instruct - 185-3185 Fin Fixed
92539,01-IC
9-47 AS TESTED - Specimen I.pd
Verified By:
American Architectural Manufacturers
Association
Created by I
ndependent Third Party:
Evaluation
eports
Created by
ndependent Third Party:
11816.2 �/3185 FinSpecialty Frame
7302 Temp�red
Insulated Glass
Limits of Use
Certificatioi
i Agency Certificate
Approved for use in HVHZ: No
FL11816 R
C CAC APC 92539.01-109-47-110 185-
3185 FXD F1
4 73X72 C55 Specimen 2.1)df
Approved for use outside HVHZ: Yes
Quality Ass
Impact Resistant: No
arance Contract Expiration Date
Design Pressure: +55/-55
06/22/2013
Other: FW-CSS
Installation
Instructions
FL11816 R-.
II'Install Instruct - 185-3185 Fin Fixed
92539.01-1(
9-47 AS TESTED - Specimen 2.1)d
Verified By:
American Architectural Manufacturers
Association
'Created by
ridependent Third Party:
Evaluation
leports
1,Created by
ndependentThird Party:
111816.3 1185/3185 Fin Specialty Frame
17301 Impadt
Glass
Limits of Use
Certificatio
I Agency Certificate
Approved for use In HVHZ: No
FL11816 FZT
C CAC APC 85323.02-109-44-
rO 92539.0
Approved for use outside "VHZ: Yes
-109-47 185-3185 FXD SP MF FIN 73X71
C50 2,od
Impact Resistant- Yes
Design Pressure- +50/-50
Quality Assurance
Contract Expiration Date
other: FW-050 Missile Level D, Wind Zone 3. Glass
08/12/2012
consists of (Exterior to Interior) 1/8" Ann -aluminum
Xnstallatlor
Instructions
spacer-1/8" ann/0.100 , Solutla Saflex HP/1/8" ann.
FL11816 R
II Install - 185 Fin Imoact Fixed 85323.02
AS TESTED.
df
Verified By:
American Architectural Manufacturers
Association
Created by
ridepenclent Third Party:
Evaluation
teports
Created by
ndependentTtird Party-
11816.4 1185/3185 Flange Specialty Frame
73
t Glass
Limits of Use
Certif icatic
i Agency Certificate
Approved for use in HVHZ: No
FL11816 R
C CAC APC 85508.01-109-44-
rO 92534.0
Approved for use outside HVHZ: Yes
-109-47 185-3185 SP MF FLG IMPACT
73X72 C55
AMA 506-06 INS TEMP-LAMI.pd
Impact Resistant: Yes
Quality As!
Design Pressure- +55/-55
urance Contract Expiration Date
Other: FW-HCSS Missile Level D, Wind Zone 3. Glass
11/19/201:
consisted of (exterior to inteirlor) 1/8" ann - aluminum
Installatic,
Instructions
http://www.floridabuilding.orglprlpr�_appjtl.aspx?param=wGEVXQwtDqubolo4MeroZGIlbNFDAQ2bB... 3/3/2011
Florida Building Code Online
1�spacer - 1/8� ann/0.100 Solutia Saflex HP11/8" ann.
Page 3 of 3
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: FW-050
Amits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: FW-055
By: 11-tils R
Verified By:
Created by
Evaluation
FL11816 R
Created by
Party: Yes
�d Insulated Glass
Agency Certificate
C CAC APC 92534.01-109-47-RO
73X72 C50.p
rance Contract Expiration Date
PE PE-62514
d Party: Yes
2uality Assurance Contract Expiration Date
06/22/2013
Installation Instructions
FL11816 R2 11 08-00801.pd
Verified By: Roberto Lomas, PE PE-62514
Created by, Independent Third Party: Yes
Department of Community Affair
Florida Building Code Online
Codes andStandards
2555 Shumard Oak Boulevard
Tallahass�e, Flodds 32399-2100
(850) 487-1824, Fax (850) 414-843
(9) 2000-2010 The State of Florida. All rfgbts
Prlva� Statemen I CDOYdalit Statement I AccessibTlIty Statemen I Plug -To So
Product Approval Accepts:
90541 *9 ER M
K=ritwtvit,
I'M d
I Customer Service Survey I Contact U
]bNFDAQ2bB... 3/3/2011
AAMA
(Validator/ Openitions Administrator) CERTIFICATION PROGRAM
MI Windows & Doom, Inc.
0.6. Boxf 370
-- GmIzjPA 17030-0370
Attn: RickSawdey
The product described below is hereby approved for listing in the. next issue ofthe AAM
is based on successful completion of tests, and the reporting.to the Administrator of the'results�
by an AAMA Accredited Laboratory.
1. The listing below Wil be added to the next published AAMA.Ceffified Products D*ctory.
I Products Directory. The approval
accompanied by related drawings,
SPECIFICATIONS
RECORD
OF PRODUCT TESTED
AAMAfWDMA/CSA I 011I.S.214411-05
FW-HC55-1854x1816 (73k72)
606-06
Missile Level: 0
CODE
SERIES MODE.&
PRODUCT
MAXIMUM SIZE
COMPANY AND PLANT LOCATION
Rating,
NO.
DESCR
PTION
TESTED
+551-55,13x72
VVind Zone: 3
Rating above
18513185 SPEC
IALTY FRAME
ERAME
MI Windows — Smyrna, TN
conforms,to
requirements of'.
�MTL-9
PICTURE i
FLANGE)
1854mmX18116nim
ASTM E1886
(At) (C
) (OG)
(INS TEMPILA
d GL) (ASTM)
and E1"6
I
I
I
2. This Certification will expire November 19, 2011 and requires validation until then by coi
Products Directory.
3. Structural Test & Report By: Missile Impact Test & R
Architectural testing, the. Architectural Testing,
Reoort,No: 926XO140947 Report No: 86SO8.01-1
Dateof,Report July8,2009 Data of Report Februe
Associated
Authorized for
Date: August 4, �009
Ca. AAMA
�SBS
ACP-14 (Rev. 11/06)
listing In the current AAMA Certified
by:
Inc.
2069
I
AAMA
Mlidatort Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICK rION
Ml Windows & Deals, Inc.
0.. 0 . Box 370
Gratz, PA 17030-0370
Attn: Pick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporring tothe Administrator of the results of tests; a . ccompanlefty related drawings,
by an AAMA Accredited Laboratory.
1. The risting below will be added to the next published AAMA Cergfied'Products Directory.
SPECIFICATIONS
AAMA1WDMA1CSA1011LS.2lA"0-05 RECORD OF PRODUCT TESTED
FWvC604864X`1803 (73x7l) AAMA 608-06
Missile Level: D
COMPANY�AND PLANT LOCATION Rating: CODE SERIES MOD L&PRODUCT, MAXIMUM SIZE
I
+501-50,73x7i NO. DESC PTION TESTED
Wind Zone: 3 -
MI Windows & Doom, Inc. Ratng.above 18613 IA MAIN
conforms to ' 5 SP LTY FRAME
1041P Avenue requirements of. MTL-9 FtE (F IN 1864 nim x 1803 mm
Smyrna, TN 37167 ASTM E1889 (AL)�( ) (OG
and E1996 (IN LI (ASTM)
2. This Certification will e)rpire August 12i 2012 and requires validation until then by corritued listing in the current AAMA Cerlified
Products Directory.
3. Structural Test & Report By: Missile Impact Test & Report by:
Architectural Testing, Inc. Architectural Testing, Inc
Report No:r '2'3'."-"'-4' Report No: 85323.02-104
Date of Report July 8, 2009 Date of Report March 4 2009
Validated for
Associated
Authorized
Date: February 2,26110
Co,' AAMA
SBS
ACP-14 (Rev. 1 11W)
I
L. Roberto Lomas P.E.
1432 Wwdford Rd.
Lewisville, NC 27023
336-945-9695
Manufacturer: MI Windows and Doors
4314 Route 209
Elizabettiville, PA 17023
Product Line: 185t3185 Aluminum Fixed Window — Flange Frame Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requiren
Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The
requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-00811, tifled 18513185 Aluminum Fix
Impact, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: ATI 92534.01-10947 signed and sealed by Michael D. Strerr
Architectural Testing, Inc, York, PA
AAMANVDMAICSA 101/i.S.2tA440-05
Design pressure: ±55!0psf
Water penetration resistance 9.2psf
3. Test report No.: ATI 85508.01-109-44 signed and sealed by Michael D. Strerr
Architectural Testing, Inc. York, PA
AAMA 506-06
ASTM E188M5 and ASTM E1996-05
ASTM El 886/ El 996 Large Missile Impact, Level D, Wind Zone 3
AStM lEl W61 El 996 Cyclic Load Test, ±55.0p§f design pressure
4. Test report No.: ATI 61812.01-122-44 signed and sealed by Steven M. Urich,
Architectural Testing, Inc.York, PA
ASTM E1886-02 and ASTM E1996-02
ASTM El 886/ El 996 Large Missile Impact, Level D, Wind Zone 3
ASTM El 8861 El 996 Cyclic Load Test, ±55.Opsf design pressure
5. Anchor calculations, report number 511355-1, prepared, signed and sealed b
Limitations and Conditions of use:
• Maximum design pressure: ±55.0psf
• Maximum unit size: 73" x 71 11Z'
• Units most be glazed per ASTM E 1300 with:
* 11132" laminated consisting of 118" HS — 0.09(r Saflex HP PVB I
* or with 3/4" IGU consisting of., 1/8" Ann (exterior lite) — Air — 1/8'
— 1/8" Ann (interior lite)
• Frame material: Extruded Aluminum 6063J5.055" thick.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in
Installation: Units must be installed in accordance v6dth approval document,
eertification of Independence., Please note that I don't have nor Will acquire a
financial interest in any company manufacturing or distributing the product(s) for wt
report is being issued. Also, I don't have nor will acquire a financial interest in any c
entity involved In the approval process of the listed pToduct(s).
Evaluation Report
Report No.: 611366
of the Florida Department of
uct listed herein complies with
JI Wridow — Flange Frame
pel P.E.
iel P.E.
Luis Roberto Lomas P.E.
lutia — 1/8" HS
-.10G* Saflex HP PVB by Solutia
bome debris regions.
0
0"451
,;:-A TAT OF
1 of1 Luis R. Lomas, P.E.
FL No.: 62514
07/2212009
3" MAX.
68 3/4-
MAX.
D.L.O.
- 73* MAX.
12" MI D.C.
0/
f1
0/
- 70 3/4- MAX. D,L.O. -
18613185 FIXED WINDOW FLANGE FRAME
E�EROR VhFIV
DESIGAIPPESSURER4TING
IMPACTRATING
L`IRGEANDS�L
.*55;PSF
MISSILEIMPACT
,MISSILE LEVEL D WIND ZONE 3
Iml 0�9 I mu I p� I
-1 r 5" MAX
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH REQUISEMENTS OF THE FLORIDA BUIL)ING CODE,
3 IIAX
TO.C.
11
12"]
MAX OC
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) APPROVED IMPACT PROTECTIVE SYSTEM IS N07 REOUIRE FOR THIS
OF
ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
71 1/2-
FACTOR Cd-1.6' WAS USED FOR WCOD ANCH09 CAUCU!LkTIONS�
)AAX. 6)
FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK, USE #10
HEIGHT
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8-
MINIMUM EMBEDMENT INTO SUBSTRATE. LOWE ANCHORS AS SHOWN
IN ELEVATION AND INSTALLATION DErAILS.
7)
FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATION AND INSTALLATION DETAILS.
B)
ALL FASTENERS TO BE CORROSION. RESISTANT,
9)
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
XNCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND
ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED 13ELOW:
k WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE I (OR GREATER).
10)
FRAME MATERIAL TO BE ALUMINUM 6053-T5 .055 THICK
ATI N All NERA. NOTES
Z
i I LNSTALLA TI�TN MCDEGLAZiNG DETAILS
Ml WINDOWS AND DOORS
185/3185 ALUMINUM FIXED.WINDOW
FLANGE FRA)
ELEVATION A
Till 1 08-0081
2 5/8- MINIMUM
MASONRY/CONCRETE
EDGE DISTANCE
I ETEIII
BY OTHERS
2X BUCK OR
A RINSED �mlz� 11/03/05 1 R.L.
1 1/4'
WOOD FRAVING
MIN.
BY OTHERS
TO BE PROPERLY
3/4 - DA
IX BUCK TO BE
EMBEDMENT
SECUREP
THICKNESS
PROPERLY SECURED
1/8-
ANNEALED i/B-
CAULK BETWEEN
1 3/8- MIN.
ANNEALED
FLANGE AND BUCK
EMBEDMENT
loo" SAFLEX HP
-ANNEALED
t PVS BY SOLUTIA
CAULK BETWEEN
1�4`H j
/4' MAX I/B*
LANGE AND BUD
F AN K
MAX S Im
SHIM
EXTER INTERIOR
CID- ppGn I
-----------
INTERIOR SF=NE
E)X(TERIOR
E)(TERIOR
1
3/16" TAPCON`
#6 x 1�4"FITEK
SPACED 4 OM
CONERS AND 18" O.C.
PERIMETER
#10 WOOD SCREW
GLAZING DETAIL
CAULK
�'IGUL4&GNATEQ
BY OTHERS
1/4" MAX.
6
PERIMETER CAULK
F SHIM
MASONRY/CONCRErE
'BY OTHERS
11/32- CA
OR PRECAST SILL
BY OTHERS
2X BUCK Olk
t THICKNESS'
WOOD FRAMING
BY OTHERS
MIN.
EMBED IAENIT /a HS
NT
TO BE PROPERLY
SECURED
09 " SAFLEX HP
0
PVB By SOLUTIA
1/8- HS
2 5/8- MIN. EDGE DISTANCE
VERTICAL GROSS SECTION
VERTICAL CROSS SECTION EXTE R
MASONRWOONCRETEINSTAILAWN
�BIJCKOR WOODFRAMINOINSTALLATION E
1/4" MAX. SHIM —
1 1/4 MINIMUM EMBEDMENT
1/4'
1 318- MIN. -
MAX. SHI
TOK
EMBEDMENT #6 x 1 1,�4
SPACED FR M
2 5/8 MIN.
2X BUCK OR CONERS AND IS . 0 C
INTERIOR
EDGE
j
WOOD FRMAING
BY OTHERS 1IM-LAMIMTED
DISTANCE INTERIOR
TO BE PROPERLY
A..
SECURED
4
mi WINDOWS AND DOORS Vt.. L 0�&
3/16- TAPCON
\�- 4314 ROUTE 209
N4, P,
MASONRY/CONCRETE
#10 WOOD SCREW ELIZABETHVILLE. PA 17023
EXTERIOR
IX BUCK TO,BE
BY OTHERS
185/3185 ALUMINUM FIXED WIN�OW 5
FLANGE FRAME IMPACT
PROPERLY SECURED
EXTERtOR
GLAZING DETAILS T OF
JAW GROSS SECTION
INSTALLATION AND
-
JAMB CROSS SECTION
�N:
MSOARWCOMCRETEINST�LLATION
2XBUCKORKVCDFRWlNGiNSTAU.AT`DN
TJH 08-00811 NAIL
S� NTS I� 712IJ09 15�2 OF 2 111111
12" ac. U.
v
IV O.C. Max
Anchws
See Details
IV�0.r_ Mon,
* 'LA[�JkN.' )[�_6.§E�NERICTERM WHICH
Ef EVATION
7r
IV O.C. Us.
SHEATHING
JAMB DETAIL
Notes:
4' HEAD DETAIL
1. Installation depicted based off of
structural test report
HE HING/OSB
j 85323.02-109-44-ro.
SIZE HEADER AS NEEDED
2. Wood scravis shall satisfy the National
Design Specification for Wood
Construction,for material type and
I'LASNING CAULK UNDER NAILING
By aniEfts FIN ENTIRE PERIMETER
dimensional requirements.
BEFORE FASTENING.
X
3. Wood buck installations are assumed Z,
3-P-F (G-0.42) or denser. Buck width
shall be greater than the window frame
Vp
width. Tcpered or partial width bucks
are pot allowed. Wood buck shall be
secumd-to-Ui"tmckur�t�sist-alf
design Iwds.
71' MINIMUM
4. Wood screw lengths shall be sufficient
1/4 INCH
PENETRATION
to guarantee 1-1/4' penetration into
INTO STUD
wood buck.
S. Maximum shim thickness of 1/4'
permitted at each fastener [motion.
Shims shelf be face bearing, non -
compressible We.
6. These drawings depict the details
necessary to meeti structural: load
requirements. They do not address the
... AS
air infiltration, water penetration. intrusion
or themol performance requirements of
VREOUIRED
7"
the Installation.
DRYWALL
7. Installation shown is that of the test
window for the size shown and the
#8 X 2-1/2' SCREW
deelgin pressure claimed. For window
(SHOWN. WTH J" SHEATHING)
sizes smaller than shown. locate lamb
fasteners 4' from comers and no mom
MUST ACHIEVE 1-1/e
than 12' on center. Locate head/sill
PENETRATION INTO STUD.
fashiners 4" from comens and no more
SILL DETAIL
than 12' on center. DesIgn presunmes
of smaller window,sizes cre rimited to
that of the test window.
FASTENER TYPE AND SPACING SHOWN WULALLOW DESIGN PRESSURES UP TO +50/-50
MISSLE LEVEL D AND WINDZONIE 3
(SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE UMITATIONS)
mom a"aw so "M
INSTALLATION INSTRUCTIONS 7% <--. 02/15/1(
FIN
185/3185 Specialty Main Frame Fixed NONE I
x'"s
Gratz, PA 185/3185 SP FINIW-