HomeMy WebLinkAboutSUBMITTED PAPERSI
2.
70—
PERMIT.NUMBER:
DATE
WSCANNE
st.-Lude County
08b-FA-10 PLANNING'& DEVELOPMENT SERVICES DEPARTMENT
COUNTY BUILDING &CODE REGULATIONS DIVISION
F L 0 R I D 'A 2300 Virginia Avenue
Fort Pierce, FL 34982
(772) 4627-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SkYLIGHTS ---DOORS & OVERHEAD GARAGE DOORS
LOCATIONISITEADDRESS: 10980.South ocean Dr Tinit '2i2 Oce'an"Dunes)
PARCEL ID NUMBER: 4512L702-10005,-000/4
Replacementof windows And.front door
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
QpvrL,
4. TYPE OF STRUCTURE: SFli
MOBILE HOME OTHER Condo
5. OWNERS INFORMATION
�(C)
6.
CONTRACTOR'S INFORMATION
Name: -Simo'Tervo .'/-
L-6 6 Au
FL Reg/Cert'#:
Address: 1098a, South
Gc,ean, Dr Uni
ti 2-12
County Cert #:
City: Jensen 8each
State:'r
Business Name:
Zip: 3 4.9 5 7 Phone:
305-490-2859
Phone Number:
Windows, Swing Doors,
Skylights, Fix f ed Glass
OpFning Design Pressure
A.S.C.E - 7
Design
Pressure'
Product
Manufacture
-Model #
Mithod of Attachment #
Florida Prod�ct,Approval'#
0 SOL&
1120 mph
1130 mph
1140 mph
—10/+, Wil
PC-I—r
S40506
Window"S'& Skylights
C-1 * —I-
Exposure B
CC
Exposure C
Overhead Garage Doors
< 30'_ F.B.C. Table 1609.6 (1)+ 1609.6 (2)
t- Size
C- Size
5 '000.00, <7 11, (C)
'7. VALU"F CONSTRUCTION: FEES DUE,: 0
RECEIPT: C,
OWNER'S AFFEbAVIT: I certif 2he in
y that all of the inforrnaflon contair�ed in this appli �io s correct an that all work 'I be
t
cornpliance with all applicable laws regulating construct on' d zorann
Simo Tervo'
R/
TRINT QUALIFIERS/OW SIGNATURE OF QUALIF
NEP�.S NAME HER1, R
RIDA, COUN F
STATE OF FLO' iYO
ACKNOWLEDG IS 0 BY 0 IS PERSONALLY KNOWN TO ME OR WHO
EDBE _�S_=DAY OF�,�. 2
HASPRODUCED AS IDENTIF ATIO
DAWNmiLOWE
IN&A�rffE OF NOT ARY TYPE OR PRINT NAME 0,
�_ i . Z. MY 00mmiSSION # DD 852587
TITLE:'NOTARY PUBLIC COMMISSION NUMBER ExPIRES: M80 22,2013
Bondea In
to Notary pubi o Undendem
..NOTICE TO OWNER: YOUR FAILURE TO,.RECORD A. -NOTICE OF,,,C.OMMENCEMENT
ING
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE,COUNTY -,"— C.� )
FILE # 3607846 OR BOOK 3306 - `,3,E 1986;-,Recorded 07/08/2dl at 10 1"1
RNT
APrER RECORT)MG-RETI; r�0 7-
PEgmrr Numum N 6:� - G C9 3 . .....
NOTICE OF COMMENCEMENT
Mte undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PROPERTY (Ixgal description and street address) TAX FOLIO NUMBER: 1649-478 ; 2124-2618
— — — -1 1— 212
2. GENERAL DESCRIPTION OFTMPROVEMENT: replacement o0windows & front door
3. OWNER INFORMATION: .Name Simo Tervo
b.Address 10980 South Ocean Dr Unit 212 Jensen Beach c. interest in property—
d. Name and address of fee simple titleholder (if other than owner) . - /
4, CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBEI
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State offlorida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME9 ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) _20—
Z
0
of Owner or Print Name and Provide Signatory's Title/Office
Authorized OfricerADirectorYPartner/Manager
StateofFlorida
Count, of V ,3LAA.0 A--X_
fbreg�c�i instrument was acknowledged b fore me this - day'of .20
By---�—)- Mo C as C��
(Name nfperson) (Type of au-6ority ... e.g. Owner. officer, trustee, attorney in fact)
For rry-� 0
(Name of party on behalf of whom instrument was executed) Personally Known— or produced the following type of ID:
PCL L
-(" 7. DAWN MILONE
scl� - ... My COMMWO I DO 652507
(Printed Name of Notary Public) (Signature of Notary Public) EXpMES: Match 22,2013
knw Thru NOINY Pubk U~em
Under penalties of perjury, I declare that I have read the foregoing that the fac nowledge and
belief (section 92.52 oridi Statute
.,r(
S.gaa (_ ' A cr/Dirc VIP
,).fo
t of Owner( rOwner(s)'Authotized0fricer/l)irec r/Pa er/Manage ho signed above:
—V
By
By: B
"'s)
R�l 007(R-&9)
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS ISTOCEF17IFYTHATTHIS ISA
TRUE AND CORRECT COPY OF THE
ORIGIN AAI\
'I It EIK
'u � Ha�
JO E Q E. S11AITH, ERK
BY. C 1`1
De
JUSEPH E. SMITH, CLERK 0F1,—'-1 CIRCUIT CQ=T - �AINT LUCIE COUNTX
FILE # 3607846 OR )ROOK M " PAGE 19815, Recordect 07/OB/2011 at 10 Aw
,awmmm- ilc)�--Go93
W]aCE,0F.90VWhNCXM.1
T'nC UpdVniijIned hoMby givot notice that impipovcmapt %011 be made to cermift Mal property, end in nccordiinca with Chftplcr 713.
Florida %tainnai the Following information Is provided in 1he Nutice 6rcommenooint tit.
I.DESCRWnONOFPROPIZRTY(Itgikldegedplion and S(fWFAdreFP)7AX?OLtONtJMDER' 1649-478 1 2124-2618
SURDWLqQN----JBLOCK—TlthU—LOT----.BLDG—UM—.�-12-
2. GENERAL OMCRMON OFTMPROVEMMT; t�placemcnt oVwindawa & front door
3, OWNER INFORMAUON; ,.N=e simo Tez-va
b, Addrc 10980 South OCP-arl -Dr Unit 23.7 LTenset% Beach e.1r)lerrAinpr6pWy
d. Name and addileAR offhe simple dtIcbo2dcr(ir6th6kthAn Owner) 4 2
4, CONTRACTOR'S NAME, ADDRESS AND PHONE NUMMAE AIX— 4&d;!Tg1) 07
5. SURETY'S NXMR, ADDRESS AND PHONE NUMER AV nOND AMC UNT:
6, LENDER'S NAMP. AMMIS AND PHONE NUMBER,
7. persons -MLhin die State rifFadda domanaled by Ownur upon whom noilm or other documents may be Served fls proWded by
Section 713.13 (1)(0) 7., Florida StAtut6r.
XAML Al))3RVM AND PHONE NUMPUR:
8, In addition to hiraftifor horgelf, Owner desigrintas the miliowifla to receive it cop V nf the Lizn*T'r. Notice as provided in section
713.13 (])([1), Plorlduqtntuten;
NAr&, A)ID3ErAft AKD PHONE NUMPERt,
9, Expiration date of nocicc ofComitieriCafflicAl. (Mt oxpingtion date in I year frout rho date of iccording unless a diMrent dam is
specified) —2111—
(I
wv,, - -
� of0winer or Print Name ikttd Pirtivido 81JMatory's TILIC/Office
Asith-lifted Officer/DirmoriTartuarMoringer
county of
Tha 1-g hatlem me tllLq fly of
�niiu—, 1� ae"a, led
�1 b1m me thk
r
porson) (TYPcQfAuffi0f'IY ... C-9, Owncr, afrl=, tMitco, attorney in fact)
(Nnm4 c)rprlrty an behalfof Whom Instrument wflt executed) Personnily JCnflwn-- arproaticod the folInwing type orID!
(Printed NamaotNourryPub a) (Sign uarc of Net 11.) W,
Under panfligm of perjury, I dectsire t1int I tinve rand the foragoin t irit a factili'l ledlic Ind
be1;1od1((8m=0d on 92-52 'olrida Statut
t 0
S t (a) 0 owner t Owner(s)' A1j4bpr);;w.d OM vho ciAned above-
wJD �Z"' PrImanno
40
$'rATE OF HMO
LU'QJE cotjwTy
—,7ir%j -. I,IAT'TW]q [!%� A
'rHis IF, TC
TRUE. AM
OR ""r
Date:
Property Appraiser - St.Lucie Cv, FL Page I of I
Simo Tervo Record: I of I
Property Identification
Site Address: 10980 S OCEAN DR 212
Sec/Town/Range: 12:37S :41 E
Map ID: 45/11 F
Zoning:
Ownership and Mailing
Owner:
Simo Tervo Lisa Tervo
Address:
1390 Pampas Way
Wellington FL 33414
Sales Information
Date Price
Code Deed
3/31/2011 200000
0001 WD
1/24/2003 185000
00 WD
10/1/1987 90000
00 Cv
PROPERTY RECORD CARD
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
ParcelID: 4512-702-0005-000-4 V",
Account #: 124913
Land Use: Condo
City/Cnty: St Lucie County
Legal Description
OCEAN DUNES CONDOMINIUM UNIT 212(OR 3283-1085)
Assessment 2010 Final
Total Land and Building
Book/Page
2010 Final:
181700
Land Value: 0 Acres: 0.02
3283/1085
Assessed:
181700
Building Value; 181700
1649/0478
Ag.Credit:
0
Finished Area: 1228 SqFt
0561/1461
Exempt:
181700
Taxable:
0
Taxes:
0
BUILDING INFORMATION
I$
Exterior Features
3900
View:
Ocean
RoofCover: -
View
ExtType:
X095 - OcnDunCondo
YearBlt: 1982
Grade:
X95B - OceanDunesB
EffYrBIt: 1982
StoryHght:
0010 - 1 Story
No.Units: I
Interior Features
a
RoofStruct:
Frame:
PrimeWall: BS - CB Stucco
SecWall:
BedRooms: 2
Electric:
PrmlntWall:
FullBath: 2
HeatType:
AvgHt/Fl:
STI)
1/2Bath: 0
HeatFuel: -
Prm.Flors:
-
%A/C: 0
%Heated: 0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty. Units
Qual. Cond. YrBIt. No. Land Use
Type
Measure Depth
I 0400-Condo
OF -Unit
0 0
http://www.pasle.org/pre.asp?prelid=451.270200050004 7/8/2011
1419i
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all appliE�l
ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on hovQTmeet
the minimum code. Initial — 0 1
1 understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and li&e-fbr- the
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate cal
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I fiu-ther
understand that any violation of the terms of the owneribuilder exemption shall � ortded"t Buieding and
d
_ __ _I,
g :d on this
Z6ng Departruent to the Florida State Department of Professional Regul ti ynSi. an 'd
U L-V of 20
STATE OF FLORID
COUNTY OF ��a
The !going instrument was acknowledged before me this day of (4t� 20
by " mn mi k" ",_r - who is personally knoWol_____Uto me, or who has
d ced �7 (q-?_ 9 as identification.
7 (6
A, INA W_4-�
&��e oTgortary T3TFK0'r I )tary
Title: Notary Public Commission Number 'N' DAWN MILONE
y
MY COMMISSION # DO 852587
EXPIRES- March 22,2013
SLCPDSD Revised 07/22/2010
GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN -DESIGNED
TO COMPLY WITH THEFLORIDA BUILDING CODE 20071EDITION
HER
6.250,
FOR THE DESIGN PRESSURES LISTED, IN THE APPLICABLE I
.
*
MAX. O.C.
PRODUCT TEST REPORTS. THE 1/3 STRES S INCREASE WAS
NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD
_f
DURATION FACTOR WAS USED FOR THE EVA�UATION OF
WOODSCREWS
2) MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE AND CONCRETE MASONRY UNITS
COMPLYING WITH ASTM C-90.
3) WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1-10 THICK.
lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
2x ARE 1-1/2"THICK OR GREATER. ATTACHMENT METHOD OF-
0
WOO D BUCKS SHALL BE DONE BY OTHERS.
Al
4) SHIM EACH ANCHOR L6CATION WHERE THE PRbDUCT IS
NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE
....
. . . . . .
[--6.125 MAX. O.0
OF,
TRANSFERRING APPLIED LOADS.
1375
1.375 MAX.
5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT
MAX.
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR'
,MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
THROUGH AWL FIN M I AX SPACING
REACTIONS: ALUMINUM SHALL HE PROTECTED FROM'
DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING
CODE CHAPTER 2D.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE
12.000
AND FLANGE. OVERALL SEALINGIFLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
MAX. O.C,
OTHERS.
7)REFERENCE TEST-KPORTS: FTL 5351,4831,4832,6917,
x
6918,600 1 9, 6018,6277,6276,6279. 6.00D 6.250-1
12.375.MAk (O.C.
8) PRODUCT MAY BE INSTALLED INTO STEEL ORALUMINUM MAX.
SIMILAR TO THE WOOD INSTALLATION DETAILS. THROUGH FRAME MAX SPACING,
9) USE ANCHOR GUIDELINES BELOW:
XO SHOWN, SPACING ALSO APPLIES TO OX AND XOX-
ANCHOR
SUBSTRATE
MIN.EDGE
DISTANCE
- MIN.
EMBEDMENT
1/4"
MASONRY
CONCRETE
1.
1-3fr
CMU
1-
11-114-
-S M .5
WOOD
7/8'
11-3/8"
STL STUD GR33
318"
.048! (18 GA)
ALUM-6063 TS
318-
.125"
STEEL,A36
3i8-',
.125"
A. LYMN MRIER. RE SIX 4 58M
Dh.
8/31/10
A. JR ADDED NOTE REGARDING OX AND XOX SPACING, -plN MILI
UPDATED FORMAT,
V ......
gASE
7ft- A- nt4to
l0T0TEGHNX00Y0F"E
N z
N VENCE FLS4275 HORIZ.SLIDING WINDO ANCHORAGE J Rosawdd sl p- -, 0'.
P.O. Box o2o Sbm&t
HOKOMM,FL34274 HR-51 '-w Im 3. ja�"1281JR
0 js`NTS 1 10127/10
j
WOOD -FRAME
WOOD BUCK
WOOD BUCK
INSTALLATION
OR FRAMING
OR FRAMING
.131" DIA. x 1 1/2"NAIL,
2 X WOODBUCK
13/8" MAX
1/4"MAX
1/4!'.MAX.
13/8" MIN. SHIM
OR FRAMING
FROM CORNERS,
6 1/8"MAX. O.C.
SHIM
EMBEDMENT'
...............
...........
. ............
.............
1/4- mAx TE
L_JL_j
1,91
#10_,§CREW`, WMAX
'IT
FROM CORNERS,
<�D EXTERIOR
EXTEMOR
AND 12 318' MAX� O.C.
j NAIL FIN
-FLANGED
EXTERIOR
131"DIA. x I 1/2'NAIL.
OV
(FIN REMOVED).
1 �/B- FROM CORNERS
AND 6 1/4MAX. O.C.
HEAD ANCHORAGE DETAILS
NAIL FIN
1 3/8"MIN. EMBEDME�T
11V MAX.
NAIL -FIN
FLANGED
#10SCREW,6-MAX SHIM
(FIN REMOVED)
FROM CORNERS,
EXTEMOR
AND 12.318"MAX. O.C.
1�1 EXTERIOR
1/4'MAX..
1/4" MAX.
1 1/2"NAIL
SHIM
SHIM
.131"DIA. x
1318" M
13f8'MIN
_T
7—
#10 SCREW, 6 1/4. MAX'
FROM CORNERS.
EMBEDMF
FROM CORNERS,
6 1/8"MAX O.C.
AND 12"MAX. O.C. FLANGED
_T
J
(FIN -REMOVED
WOOD BUCK 01� FRAMING
WOOD BUCK OR FRAMING
2x WOOD BUCK
SILL ANCHORAGE DETAIL
OR PRAMING
JAMB ANCHORAGE DETAILS
ALYNNutummm. P."sm
SB705
1070TEMMMWORNE
K%wa CFFLMV5
HORIZ. SLIDING WINDOW ANCH ORAGE
J Rosawskil
of
SEE GENERAL NOTES SHEET 1.
ism
....
Dwft N.
Kummis, FLUM
HR-51 o
NTS
2 4
6281J R
10/27/1D
. WEN111 . k
MIAMI-MD
E MIAMi-DADE COU"NTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLE,R STREET, SUITE 1603
kRODUCT C614TR6L, DIVISION MIAMI, FLORIDA 331)0-1563,
(305) 375-2904 FAX (305) 372-6339 N-1
NOTICE-0FACCEPTANCt(N0A)-, www.iniaM[dade.gov/buftd'i n�'s!co&
PGT Industries,
'f070 - Teihii6logy Drive
Noic , 6mis, FL 342,75
SCOPE:
This3N6A is bting issued under thq,,ap�lkable rules and regulations gove ing the -use o
f_�onstruction
materials. The documentation submitted has been re'viewed-by Miami -Dade County Product Control
�Divisioh and,appeptcd by the Board of Rulles'and Appeals (BORA) to be used in Mi�mi Dade iCounty and
other are�s w'he'�e allowed by the.Authoiity,H�ving Jurisdiction (AHJ).,
This,NOA shall not be valid after the expiration- date stated below, The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ'(in areas othir than. Miami Dade County) reserve
I ( � . .1 1 f this
the right to have this product,or, material tested for qqAli�y -assurance purposes. product or material,
fails to, perforni in the a�cepted in I anner,,the manufacturer'will incur,the expense of siich testing andthe AHJ
-,may immediately �ev6ke,, �ii6dify.,_ or suspend the use -of such product,or.'maierial 'within their jurisdiction.
BORA_ reseT'ves' the right to-revo"ke this,acceptance, if it is determined by"Miami-Dade County Product
Control Division that �his product or material fails to meet the iequiremehts of the ippficable-building,,96de.
Thig product is approved as described herein, and has been -designed f6 complywith the Florida Building
Code, in ludin 6-High,'Veloci HufficaneZon6_
'c 8�th, , � , ty
\J)ESCPjPTION: Series 11HR-5 10 whiti PvC -Horizontal Roller Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-2,'titled "Vinyl Horiz. Roll,ei)Window'i P�pact-,resiswnr,
s hcets I through 10 of 10 dated,08/1 2/09, with revision A dated-01/18/t 0,,prepaped.by manufacturer' signed
J and sealed by_l�obert bearing thb Miami -Dade County Product Control kApppoval'stampi with
t6N,otice ofAcceptancenumber and a�ppro'vail-datelby th&Miami-Dad6,CountyProdu&t Control Divigion,,
'MISSILE IM [PACT IRA `11�4G: Large Missile,linoact-Resiftant
LABELING: Each unit shall bear alpermanent label w"ith the manufacturer's name or logo, city, —state arid
following staterneint: "Miarni-Dade'�ounty Product Control Approved", unless otherwise noted hereirf.
RENEWAL of this NOA shall be considered after a renewal aDDlication has been filed andAere has been
applicable buildin , code negativel� affecting the performance
no change in t 9 of this product,
TERMINATION of this NOA will occur ifter the expiration date,or if there lias bpen/a reyision or'change
in the I m�aterials, use, -and/or manufacture of the product or.process, Misuse of this NOA as an endorse'nieni�
,of -any pro6�t,' for sales, advertising' any'ot�er purposes shall automaticall� terminate this T40A. Failure
I or
to com ly,�*'any section of this NOA shall be-causd for- t6rmination and rero'val-of NOA1,
p ' I . , I I -
ADVERTISEMENT: The NOA number preceded by- the words Miami -Dade County', Florida,, and
followed by, the -expiration date may be displaypdlip adVertisi — If any, porhon
49 -of the NOA is
then it shall
"l-digplayed, be done in'ii� entir&t
_y�
INSPECTION: A'Copy of this entire NOA shall be pro�ided tb the, user by the miinufactiirer or its
distributors and shall'be available for inspection at thej6b site at the requestof the'Buildijig Official.
,,,This NO� consists of this page I -and evidence page, E-1, as well, as approval document- mentioned above.-"
The submifted documeniation wai reviewed'by Manuel Perez, PX ,
NOA No. 09-0901.07
MIAMMADE COUNTY Expiration,'Date:,. Februiry.17, 2015
Appoval Date: February A7`2010
-Pag6l
PGT Industries
NOTICE OF ACCEPTANCE:' EVIDENCE, SUBMITTED
A.' DRAWINGS
I., Manufacturer's die drawings and sections.
Drawing No'5191-2, Sheets I througfi I O.Of 10, titled "Vinyl Horiz. Roller Window,
hnpact-resistant",,dated 08/12/09, with revision A dated 01/18/10, prepared b'
I y
manufacturer, signed and sealed by Robert L. Clark, P.E-.,,,,
B. TESTS
L Test roorts on: 1) Air Infiltration Test' per FBC, TAS 202-94
.2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC; TAS,202-94 -
4) Large Missile Impact Test per FBC, TAS 201-94
5) CyclicWind Pressure Loading per FBC, TAS 203794,
6) Forced Entry Test, per FBC 2411 3.23, TAS 202-94
drawings and in tallatio diagram of a series HR-51 0 vinyl'
along with rn�arked-up s P
horizontal sliding window, prepared by Fenestration Testing �abbratory, Inc., Test
Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E.
C. CALCULATIONS
Anchor Calculations and structural analysis, 'complying with FBC-2,007, prepared by
manufacturer, dated 08/209, signed and sealed by Robert L. Clark, P.E.
Complies with ASTM E1300-,02/04
D. QUALITY ASSURANCE
1.1 Miami Dade, Building Code Compliance Office (BCCO),
E. MATERIAL CERTIFICATIONS
1. Notice of -Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemouks &-Co., In
for, their'tDuPont Sentry Glass@ Inttrlayer" dated 05/13/09, expiring 6n'01/14/112.
F. STATEMENTS
1. Statement letterof conformance, dated August 20, 2009, signed and sealed by Robert
L. Clark, P.E..
2. Statement letter,of no financial interest, �dated August 27,.2009, signed and sealie'd by
Robert, L. Clark, P. E.
G. OTHER
11. None.
J.
Manuel Per
'Product Control E a;i e'r
NOA No. 09 0 7
I-V01.0;
Expiration Date: February 17, 2015
Approval Date-f February 17, 2010
E - 1
IMPACT -RESISTANT HORIZONTAL ROLLER
6OX FRAM'E AND INTEGRAL FIN WINDOWS
ENERAL NOTES:
1. GLAZING OPTIONS�
A: 718" IG -511&'HIH - SGIP -17116- - AIR I 11WA CAP
B. 7/6" IG -5/16" H/H - SGIP + 7/16'- AIR +1197,CAP
2 5t8!'MAX. TYP_ 4" . O.C. MAX. TYP. 2 114" MAX.
TYP.
Design Pressure Rating
-, ImpacARating, -
+ 60 /- 70 PSF
Large and Small Missile Imp=
fffl— *V . �W �br 9b. w)
+ 60 f- 70 PSF
—
Large Missile Impact Only
fy&- *V .. Wd dw$. 0— w)
3:
w
a
2. CONFIGURATIONS: XO AND OX.
— x
0
. I
M d
0 w
NOA DRAWING TABLE OF CONTENTS
SHEET
GENERAL NOTES_.'.;
3. DESIGN PRESSURES: 460/-70 PSF (ALL GLASS TYPES LISTED),
z
0
w LL
..............................
ELEVATIONS
A. NEGATIVE DESIGN LOADS BASED ON TESTED- PRESSURE
25
................... ....... .........
GLAZING DETAILS .............. .................... 2,3
-AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
tL
SECTIONS, I.F. FRAME. ...................... 4
PRESSURE AND GLASS TABLES ASTM E 1300-02.
d
�;
-
1� -
.
r--
M
SECTIONS,'BOX FRAME .........................
MADTQ I 1Q'r
4. SHUTTERS ARE.NOT REQUIRED.
,5. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE
SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 1139/6
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCILIDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA.
BUILDING CODE. APPROVED ANCHORS: 1. #10 STEEL SCREW(G5)
2.3116"ELCOULTRACON. )
6. REFERENCES: TEST REPORTS FTL-5916; ELCO TEXTRON NOA
07.0425.01; ANSIIAF&PA; NDS-2005 FOR WOOD CONSTRUCTION;
ADM-2005 ALUMINUM DESIGN MANUAL.
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE
ZONE(HVHZ).-
8. SHIM EkH ANCHOR LOCATION WHERE THE PRODUCT IS NOT -
FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.
Ei
9. AD HESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE
0
AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY
FOR WATER -RESISTANCE OF INSTALLATION SHALL BE
DONE BY OTHERS.
10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, AND CONCRETE MASONRY UNITS
COMPLYING VATHASTMC-90.
6 1t2" MAX.'
6 1/4"
4 31,V
IAI� I Added DPlimpact box frame, changed W16 abovai
I notes. 407
....................................... I
EXTRUSIONS ........ ........................ 7
ANCHORAGE SW61N'G*jBOX FRAME ... 8
ANCHORAGE DETAILS, BOX FRAME 9
x 0 ANCHORAGE DETAILS, I.F. FRAME 10
�-3i 3/4 VENT OLD WIDTH.— T32 9116 FIXED DLO-VADTH INTEGRAL FIN
73" MAX, MAX. SIZE = 73"X 62
76 1/4"FRAME O.D.
73" MAX.
.32 9116 FIXED DLO WIDTH
32 3/4 VENT DLO WIDTH —
Lu
0
App:?&vzd m "aq9yiag with W
LIP FIGA& r'ditffils c4d.
L<
4-
x 0
sr_�_ SHEET 7 FOR 15" MAX. D.C. BOX FRAME -
ANC :�_i MAX. SIZE 73"X 62"
ROR REQUIREMENTS 6 1/2' Ma0k
0 TEMIN16LOGY DWE ELEVATIONS & ANCHORAGE
WWMS. FL 3427S I M. - -
`,P.O. BOX 1629 Vinyl Hoitz. Roller WIndow, Impact -resistant Robert L. Ckvk, P.E.
NOKOMIS, FL 3W4 swftft I � I � D—ftm. PE #39712
W10 NTS I , 10 1 6191-2 �A SbUCtUrEd
-718" OVERALL GLASS NOMINAL
—5116- LAI`�l GLASS NOMINAL
—11/8"HEAT STRENGTHENED GLASS
Tf16.'AiRSPACE— —
.00 DUPONT
1f8" - ANNEALED OR 77SGPINTERLAYER
r tFMPEREDGLASS
�--IIWHEATmEmGTHENED GLASS,
112' NOM.
GLASS BITE
32
29 37
EXTER(OR
2
12
OkIONAL
A 7
X",
FLANGE
.7/8" LAMI I.G. GLAZING DETAIL
WITH-5/16" LAMI GLASS AND '118" CAP
J.R. j:1011�/Ibvlo A Chang,9d 918,� Make Up, drawing RID.
pvmw. 1010 TECHNOLOGY DRIVE GWING DETAILS - 13OX OR FLANGE FRAME
NOKOMIS, FIL 34275
-Impa
P.O. sqx 1629 Vinyl Horiz. Roller Window, 0-r8042)7t Robert L. ClEft. P-E-
PE#n712
loy
-&W—er NOKOMIS, FL U214
HIRS10 1:1
jj?. A I
Stnjcturw
V,
QD -7/8"OVERALL
GLASS NOMINAL'
'Wl6"LAMIGLASS
NOMINAL-
Z�'
—1WHEAT STRENGTHENED GLASS
-7/16"AIRSPA, CE— —
:090 DUPONT
SGP INTERLAYER J
1/8"ANNEALED OR I I _�_l
'TEMPERED GLASS—
-118" HEAT STRENGTHENED GLASS
11r NOM.
GLASS BITE
32
r
u
J
37
29
Li
EXTERIOR
Appm d as csmp�lcz %i* W
OPTIONAL "lift C;P-
&VANI'Doewpwdif trw I
FLANGE
u
J/6" LAMI I.G. GLAZINd DETAIL
-CAP
WITH 5/16' LAM I GLAbS AND 1/87,
J.fi. 01/18/10 Rft7w Changed glass make up, drawing tide. GWING DETAILS`- INTEGRAL'FIN FRAME
W��W. 7 1070 TECHNOLOGY ORWE
NOKOMIS, FL 34275
ls;w. ME.— W;� - Vln�l Horiz. Roller'Krindow, impact -resistant RD-ben L. CLark, P.E.
- I P.O. BOX 1529 1 - I
D� W. Do.. crwdBy .5;6 ----------- NOKOMIS. FL 34V4 8.6.ab*k ft.%: PE #39712
Jjt� 08112109 HR510 3 r 10 5191-2 A
19 - 13
18
-SEE NOTE 1
14- SEE NOTE DETAIL D
SEE NOTE 1
15 16.' HEAD SECTION
n
-SEE NOTE 3
29, 29
EXT ERIOR
S E NOTE 2
4 5 29 21
212
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1. #6 x 1/2 FL SMS, LOCATED AT 4 10
FROM EACH END AND AT 16"O.C.
2.-#6 x 318 FL SMS, LOCATED AT 4 1/2"
FROM EACH END AND AT 16'0.C.
21
3. #6 x 112 FL SMS,,'LOCATED AT 4 1/2" 'zo - SEE -NOTE 3
FROM EACH END.
4. CAM LOCKS: 29 22
(2) AT 7- EACH END
- AI�JVMTJI eS ao=p4j33g WM ike
5. WEEPHOLES ARE VX 3116". SEE c
101.
SHEET 1,FOR LOCATIONS.- --HOT
WELD
a�SEE NOTE 5
DETAIL E
SILL SECTION
HOT WELD CORNER ASSEMBLY
(INTEGRAL FIN)
R.Wer. mw -
JR 01118110 A No changes this shoot 1070 TECHNOLOGY I DRIVE CROSS SECTIONS - INTEGRAL FIN
NOKOMIS, FIL 3405
P-0. BOX Ism Vin Roller Windo 1, ct-resistant
W, mpa Robert L. Cla+, P.E.
CtAlcbWd NOKOM19. FIL 3W4 8".Uk 1� p I'll, PE *39712
oivlw9 1:2 4 ' - 5191-2 A
JR. 10 structural
13
r
-SEE NOTE. 17\
SEE NOTE 4
-14 -DETAIL D
-..SEE NOTE 1 HEAD SECTION'
15 16
n2 2
-SEE NOTE 3
EXTERIOR
29 29
EXTERIOR
SEE� NOTE 2 n'l
29 21
22
DETAIL A DETAIUB DETAIL C
LEFT JAMB SECTION 'MEETING RAIL SECTION RIG HT JAMB SECTI - ON --
EXTERIOR
NOTE&
1. #6 x 1/2 FL SMStLOCATED AT 4112�
FROM EACH -END AND AT WO.C.
2. #6 x 3/8 FL SMS, LOCATED AT 4 112"
FROM EACH END AND AT 16"0.d-'
#6 x 112 FL SMS, LOCATED AT 4 11211 SEE NOTE 3--,
FROM EACH END.
4. CAM LOCKS: .,,29 22
(2) AT 7,5EACH END
HOT
WELD
T5.WEEPH0LESARE1"X3hW.SEE .2ml
SHEET 1 FO LOCATIONS.
I IDA& 7
Q1,
-SEE NOTE 5 nio
j -DETAIL E
SILL SE CTIO19
HOT WELD CORNER ASSEMBLY
t
(BOX FRAME) �2
J.R. '011181101 'A No -hfil-g�� this Shf�et 6
cm
lanwer. DM CROSS SECTIONS BOX FRAME
1070TEMNOLMYDMVE fw/l
NOKOMIS, LFL 34275
-kodk-Roller Robert L. Cla�, P.E.
R"WO), Dm ROWWW, _-V P.O. Bqx Isn Vlnj�l Wthdow, Impact -resistant
or. am, _c maw!;. PE09712
HR610 '17 --10 1" 51.91-2) A
NqK0MIS, FIL 3427 4 "Z'
R ON12109 12 5
L
J
I
21
.13
.16
15
IRV
.21
24
1/1\J
Ronda Buell g'
10.
J
RftWVr. D" P.Ibb-
\J. R 01/1&10 A Removed 314"glass and beading from BOR
R.MUf. aW - RfttbM 1070 iECHNOLOGYDRIVE BOM d EXPLODED VIEW
Wn)4 Horiz. Roller Mndow, Impact -resistant Ro L. Clark, P.E.
P.O. Box 1w9--
vd. NOKOMId. FL PE AnT12
I -NTS. 6 5191-2 A Structural
vr-�w DML 34Z74 I'-- P. 10 1"
—Z 0811210 HR�10
ITEM
DWG-NO.1
.PART#
DESCRIPYI04'
CITY
1
5166
65166
FRAME HEAD, SILL AND JAMBS (FIN ONLY)
�4
2
5189
65189
FRAME HEAD, SILL ANaJAMBS (Box ONLY)
4
4
5102
65102
FRED MEErM ROkL - -
1
5
5123,
65123
FIXED MEMM RAL 7 AWNI" FEW,
1
6
76.X1FPAW
6 x V FH TECH (CAM LOOK KEEPER)
4
8
7BX312PPABX
SOR. 8X3112" PPTYPEAB (FIXWL".
4-
9.
7-1669SP
330025 ALUM scRaN suppoRr PLATES
-2
10
613B
65138
ROLLER TRACK
I_
11
15138,
65138
ANTILIFT-
2
12
7103OW
INSTALLATION HOLE PLLGS (BOX ONLY)-
VARIES
13
5105
--65105
SASH NTERLOCK RAL
1
14
5114
65114
KFERLOcK RAL - ALLMM REIINF.
1
is
7620SSLAW
CAMSVAEEPLOCKS
2
16
761336LKW-
CAM SWEEP LOCK KEEPER
2
17
1644
'61644W
WSTP. .187 x .270 FIN SEAL
1
is
5137
65137
SASHSCIERAL
19
5114
65114
SDE RAL - ALUMINUM Rl3NF.
1
-.,20.
1644,
61644W
WSTRA 87 x.270 FIN SEAL
1
21 v
5106
65105 \,
SASH TOP &.BOTTOM RAL
2
22
5114-
65114
70P 9 BOTTOM RAIL - ALUMMM REW
2
M
1644
61644W
VVSTP..1 87. x .270 FIN SEAL
2',
24
225-_1 -
42112HD
ROLLER HOLISM-
2'
25
7E1RWHL2
BRASS VVHE&S
4
26
7612FW
6 x 1/2 FH PHIL #2PT S"S
VARIES
727
7638FW
7x3t8FHPr[L#2PrS/DS-
VARIES
28A
6SWGK716
7116r SUPER -SPACER
28B
66VAGK38
3WSUP8;�-SPACER
29A
5112,
65112
GLAZNG BEAD, i-LITE
32A
7/8"LAMI I.G. GLASS: Ifir-TEIVIFERED
OUTBOARD- AIRSPACE.- 1/6'ANNEALED-091)
PVB KrERLAYER- 1!8"AN,NEALUk(5/16"LAW
32B
7/8- LAMI LG. GLASS: IV AlVeALED
ZTU--TBOAFtD - AIRSPACE - 1118' ANNFALED�.OW
PVB INTERLAYER- 1/8' ANNFALED(5/16" LAW,
34
SCREEN/
35
JVYEEPODVERS 7'
4
37
SETTINGEILOCK-
32
ISLIMNEDOW1199
QD
REMOVE4BLE NAIL -FIN
1.020-1
REMOVE- , I I - -. --- I
Aftf� 1.835
1.647—
MANGE -
1.250
Gr6o 1,.440 .065 174
1.410'
4.0
=11--(1 W
,5
00
FiXEb MEETING RAIL
'REINFOR
flkEUMEETING RAL CEMENT, 7
DWG #5102 DWG#5123 SASH INTERLOCK RAIL -
RIGID P 05-
.660
DWMM105
-RIGID PVC
—1.647
.060
f
-�.250.
%I.F.FRAME
DWG #5116 ..870 —.08D-
RIGID PVC. - 065
1.160 .065
060
T
SASH INTERLOCK RAIL
TTOM RAIL
BEINFORCEMENT -.SASHS1bERA1U SASH, TOPIBO
2.3 DWG #5114 DWG #6 51 1 06
DWG #65137 PVC
T6 RIGID
A[6063 RIq1D PVQ�
0&
'YoUd
1.305 milot FM
'48
.�803
7,1j
210 660-
.3.250 .035
— �—.065,
BOXFRAME'
-G, T
D WG #5189 /. 'BEAD ROLLER RACKIANTI LIFT
DWG #5112, DWG #5138
RIGID Pvc
'DjU
AL PVC RIGID PVC
J.R. 01/1a(10 A Added wall,thickness. to all extrusions, mmo4d
bea4ing-for 314"glass. 1070 TECHNOLOGY DRIVE.- EXTRUSION CROSS SECT'IONS
NOKOMIS, FL 34276
Vin�4 Horiz. Roller, Window, Impact -resistant Robert L. CLvk P.E.
R..dBy.
P.O. i0xim
JR- PE #39712
Chmtday -Dift- - NOKQMIS,FL34274 -7- 91-2 A Structural,
JA OW2iW HRql 171 1' 10 1" 51 _j
HEAD, SILL AND,JAMBANCHOR QUANTITIES, FOR. DESIGN
PRESSURES OF +60t7O PSF OR LESS',
J63
WINDOW HEIGHT (in) 7 7(
;24
30
36'.
42 ]
48
54.
60
WINDOW-
ANCHOR'-�',
# OF ANCHORS REQUIREDI(TYP E I -OR 2)
WIDTH (in)
LOCATION,
'Head -and Sill
-2
2
2
2�_:
2�
24
..2
_-Jamb','
2
3,;
�__3
3
'4
5
5
Head and Sill
3.,
-3:.
3
3
3
3
--�3'_
3�
36
Jamb
2
3
3
4
41-1
5
5
"3
Head- and Sill
_'3
3
3
3
3�-
3-
3
13
.42
Jamb>
2
3-,
3
3.
4
4
5
Head and Silli
4
4
4
4
1',4--
4 .
"48-
Jamb
2
3
3__�
.3
4
4
5-'
-5
-Head 6nd,'Sill
--4,,
4
4
4
4
4
4
Jamb
2
3
3
3
-4,
4
5
5
Head and Sill
5
5
5
5
5,�
5
5
5
60
amb
2.
3
3,_
3�
4
4
5
5
Head and Sill
5
5
5
5
5
5
66 c
Jamb.
2
�3
3
3
/4_�
4
5
5
Head and Sill
5-
5
5
5�
5
5
6"
—7g
Jamb,
2,
3
\,�3
4
4
5—
5
Hedd and Sill.'
5
5,
5
�6_
5
5
-61
6-
.73
Jamb'
2
3
3
3
4'
4
5--\
5
ANCHORAGE NOTES -FOR BOX FRAME:
(3) 1. ANCHOR TYPES: 1 - �MW ULTRACONS-By ELCO _(00111 MASONRY SUBSTRATES)
MINIMUM EDGE DisTANCE OF V.
2 - #10 SM SCREWS. GRADE5 (FOR METAL AND WOOD SUBSTRATES)
MINIMUKEDGE DISTANCE OF 31�'.
-2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
6.1�' MAX FROM ALL, CORNERS
J,AMBS,- 16.3125"MAX. O.C.
HEAD/SILL-- 15-MAX. O.G
3. INSTALL -PER THE ADJACENT TABLE ANCHOR
V",' QUANTiTIES USING THED.IMENSIONAL CRITERIA OF
'-�OTE 2.11
4. ANCHORAGE SHOWN FOR BOX FRAME WITH- OR W11THOUT
j
,OPTIONAL FLANGE.
,-5. FOR -INTEGRAL NAIL FIN FRAME ANCHORAGE, -,SEE SHEET I & i0.1
_j
APPL—Ass coqwbi32 wkb Ike
dizg
MOO
CR
NOTE: FOR \AEW WINDOW THEIWGEST CANNOT EXCEED THE'TESTED SIZE.
F—war.
J.R. 01/18/10 A-, Added additional anchor information. FDM� r ANCHOR CHARTS
1070 TECMCWGY DRIM
NOKOWS, FL 3W5
- -------- -nyl hd ot., c
H Roller Krindow, Impact -resistant . obert L. Cta*. P.E.
P-0. B6X 1529 LK V1 z. I &.w - ' I PIE #39712
NOKOM16, FL 3W4 NTS - 8 d 10,
Ishm -.7
-5191-2 struchnal
JA 08112109
13/8' MIN. #10 SCREW, -SEE #10 SCREW, SEE
1/4"MAX SHIM SHEET 8 FOR SPACING SHEET 8 FOR SPACING
1318"MIN.
114"
REMOVEABLE 11fj MAX
FLANGE/ IN
MAk ES
SHIM
�#10 SCREW, SEE
T1 318TMIN. NOTE: INSTALLATION
SHEET 8 FOR SPACING, REMOVEABLEY TO THE SUBSTRATE
FLANGE OF 1x OR 2x WOOD
REMOVEABLE FLANG�� BUCKS TO BE
ENGINEERED BY
-BOX FRAME OTHERS
-JAMB W/ HEAD W/ BOX FRAME SILL W/ BOj( FRAME
THROUGH FRAME INTO 2x'WOOD., THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
131�W MIN. APPROVEb MASONRY 3.5,KS11 MIN. CONCRETE APPROVED MASONRY)
OR1.5KSIMIN.. U-
ANCHOR,'� SEE SHEET 8 ANCHOR,, SEE SHEET 8
114"MAX. SHIM FOR SPACIN
FOR SPACING
--i-. 1 3/8"MIN.
Y::11
114"
MAX.
REMOVEABLE
10 . , - 1/4"
FLANGE —[SHIM
h4AX3
SHIM
REMOVEABLEJ_
FLANGE.
13/W'MIN.
REMOVEABLE-FLANGE APPROVED MASONRY'
3.5 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMIJ ANCHOR, SEE SHEET 8 3.5 KSI MIN. CONCRETE
FOR SPACING OR `1.6 kSI MIN. CMU
JAMB W/ BOX FRAME HEADW/ BOX FRAME SILL W/ BOX FRAME
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
lx-BUCKOPTIONAL lxBUCKOPTIONAL I x BUCK OPTIONAL
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/16- ULTRACON, EMBEDED 13/6' MIN., DISTANCE FROM ANCHOR
TO -CONCRETE EDGE IS 1"MINIMUM�,
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 910 STEEL SCREW, EMBEDED 1 318n MIN..
3. WOOD BUCKS DEPICTIED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCK8`ARE OPTIONALIF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OP 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD'066KS.'THE ANCHOR SHALL
— BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE'CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAYBE USED..
R..dW. Do'
J.R. 011laW(10 A No chaq�ieI,thiIhIlt. -
1070 TECHNOLOGY DRIVE INSTALLATION DETAILS-BONFLANGE FRAME
- NOKOMIS, FL 34275 To. I
Vinyl Horiz Roller Wilidow, Impact -resistant Robert L. Cfark. P.E.
P.O. BOX lug juT _TA PF #39712
NOKOMId,FL34274 0 rtv-
0-6j, DOL structural
JA 08112109
I 14"MAX. SHIM 71
1/8" 131 DIA. x21/2"NAIL,
SEE SHEET 1
FOR SPACING
1.557 IREMOVEABLE 1/4'
FLANGE MAX.j NOTE: INSTALLATION
SHIM TO THE SUBSTRATE
OF ix OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
118- (.131-) DIA. x 2 lf2"NAIL. OTHERS
REMOVEABLE F NGE
SEE SHEET 1 FOR SPACING
JAMB W/ NAIL FIN
HEAD W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
MAX.
REMOVEABL"E Ftufl SHIM
FLANGE
T
1/8' (.131 -), DIA."x 2 1/2" NAIL
0 SEE SHEET 1 FOR SPACING
SILL W1 NAIL FIN cs. c=.sv'yIzg�f1h the,
Fbrida Bewipg CWR
THRO NAIL FIN INTO WOOD FRAMING Dye_2 —
WAN- ggf!��c)
mi*wl'9mw 'oft
NOTES:O ayjm
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY. USE 1/8"(.13f) DIA. X2112"MAIL.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CANIBE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR
GREATER. INSTALLATION TOT`HE SUBSTRATE OF WOOD BUCKS TO�BE ENGINEERED BY OTHERS bR AS APPROVED BY AUTHORITY HAVING
JURISDICTION,
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF I/8"THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SriOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. -THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR-ULTRACONS MAY BE USED.
J. . 01/18/10 A Corrected nail length to 2-112', added dia. -in decimal. INSTALLATION DETAILS - INT. FIN FRAME
RXQ� IIJIU I U;MNULLMY DRIVE
NOKOMIS, FIL 34275 Tift
ft.dar. D.W. Why/ Honk. Roller Mhdow,'Impact-resistant /olbertL. Clark. P.E.
P.O. Spx img PE #39712
U�w NOKOMIS, FC34274- ID-ftS..
J. R. 08112A29 W510 1 1.2 1 10 a 10 5191-2 A Structural
miAki
MIA -DADE
X1 COUNTY
P-RODUCT:CONTROL SECTION
BUILDINGApiD NEIGHBORHOOD COMPLIAN& DEPARfMENT_(BNC) 11805SWi�68iree4fioom'208
-BOAliD.AND*
CODE,ADMINtSTRATION DIVISION Mft�ni;Mrlda 331,75-2-474
'jF (ii6) 31-5-2.599
T.(786) i 15w2590
NOTICE OF ACCEPTANCE (NOA)
PGTIndustriis
1070-Technology Drive'
Xokomis,'Fl. 34275
SCOPE.,
,T is NOA i
h is being, issued �ndef the applicabl latib :the bs 'of c6tistiticti-
e rules. and regu nsgoverning _ e, on -materials, The'
dodumentation submitted has been r6viewedan� . accepted by-, Miami -Dade, County BNC -Prod
uct Control Section to
be used in Miami Dade-Cbunty andother areas -Where allowe , d b I y the Au orit Havin I Jdrisdicti6
th v 91. h AM
This NOA shall -noi be V alid, aftek. -the expiration- date stated, below., The Miami -Dade C:ounty Product coi6ol'Section
(In, Miami Diide County) and/oi, the AHJ (in. areas otherlhaii� Miami - Dade County) reserve- th figh t to. have t6is.
�Producit or material test6d_fbi, quality' ifthis pr6duct'or-material fails to perf6rin'in the accepted'
assurance purposes.
-or
mafftfer,, the manufacturer Will incur -the expense of such t6king, and'the
AHJ may',imintdiate y -revoke, modify
s d" ir juris; icti, -the right-to,revoke',th is
uspen the. usa of such product or matbrial Within thbi di lon.,' - BNC'resirves
ccept*;iqp,, ed b� Mi I -
a ,if :it is determin atni-Dade County Product. Control Section that _this'" --material, fails to-
p.roouct�6r
meet the requirom.ents'of the applicablo'buil4ing'code.
Pro
.This' duct is approved as described. herein, and -has been designed t6 con ply with tihe"Florida'Building,Code,
including the High Wocity Hurricane Zone.
DES�AIPTIOMPGT!Seties Alum,iiia.m,,ClippedMtilli.on-L�M.L
APPROVAL DOCUMENT: Diawing No.`6262JR'"titled."Impa i-Resistant Al
6 uriiinuni'Mullion" �shee.ts 1 through
18 bf.18,.pr6pare.dbymafiiifacturer,4ated-1,2/13/10"and�lait,r6.visedon05/��06/'Il,s*tg'n6dan4ieale'd.by-,Anthony,L,..
Miller, P.E.,.bearing the Mieim,J-D.aide Cbuntyyro4uct Contr6lApproval. stamo with the'Notice of Acceptance number: .
and. approval,date by the Miami -Dade County Product Control. S6btiofi.
MISSILE.IMPACTRATINd: Large and Small I Missi " le
Impact Resistant
X Imitations:
-,l. See Design Presiure (DP)'Ratings per,tables sheets 5'Ahr 18 (mullion ty", span,' vehifig and'c
pe
See avviicable anchors, instaliatim, limitations and mulli6n attachment to th6 substrates -pet sheet I r04,
3..DP ratingsare based on mulliop load,ing, typ6sseleWd and #pproved Fenestration Products con'tribitio'n.
mitem.
A-Low"erDPof miullions,or Fenestration pro ucts shall control for: the enti
re
RENEWAL,of this NOA shalfbe'congiddr6d after -a refiewalsaOvli�ationhas'been filed afid:theie:hasbeen,no change
in the, applicable building,c�de,negativ6l� affecting. the p'686h�;nce'of -this pr'od u-ct.
TERMINATION of this NOA
,,will oc�ur: after thO:ex.virat i on. date or if there has been a -revision 'or change in the,.
mateiials', use, 6nd/6r manufacture of the pr I oduct or pr6ces%. Misuse. 4 1 ifthisNOAa' endbri" f d ct,
dve s an sement o. any pro u
-for sales, a r " tising or 4�yother purpose - s shall auto rinined this NOA, �Aure to' comply. Wit'hiny
section of thisNOA shall be cause Ifo; termination andrem'oVal 6fNOA.
..ADVERT19EMENT: The-N,94 number: preceded bythe,words Miatni-Dado-County,�:Fl6ridai.ittid followed! by. the'
expiration. date may be displayed in advertising literature. If any portion of the NOA is 4ispia'y�d,then' it'shall'be'
-done in its entirety.
INSPECTION: A copy,,of this entire NOA sha�l bep` its di
rovided to the userby the manufacturer or stributdrs and
'sh
-site at the req�est,of the 13�uilding Official.
allbea�ailable.fbr inspection at the job e
This NOA consists'of this page 1. and evidence p "' s E-i, a" we 1. as' I docu'mefit mentioned above.. -
age _ . s. -1 approva.
The- sitbmitted- documentation was reviewed by Ishaq I. Chinda, P.E.
NOA No 10-081-9.05
MIUAWMDAD COU Expjration'Date:.M�y 26',.2Oi6
�Ruu U
Approval Date.-Iday 26, �01-1
kage i
r
POT Indusiries
NOTICE'OFACCEPTANCE: EVIDENCE SUBMITTED,
DRAWINGS,
ngs and sections
2. Drawing No. 6262JR�titl.ed "Iml)act�'RegistantAl'uminum,M�ition", shleeti. I through 18 of. 18:1:.
- prepared by m ' ufacturer; date 10 'list revisid on'05106/1 I;- signed and sealed liy
an d 12AY and
Anthony L,. Millet, P.&
Y.
TESTS'
L Test Teports:on:'I) Air Inflitratio'n, Test, per FBC, TAS: 202-94.
fq
'2)Vni orrn -StAtic Air' -Pressure' Test,- Loading -drFBCTAS202-94
p
3) Water Resistifice, Test,
'per FBC'TAS 202.94 '"A
.4) Large.'Missile Impact T6st 'per FBC, \TAS 201-94
I
.5);,Cyclic Preis=
Wind' Loadingp' FBQ'TAS1OM4'
er 5 , , ) .
1-1 1
6�F6rcdd-.Entr� Test, per F'B.0 241 I'12A., TA"s �m-94,
alqng with maiked-up &6:wino edid histallatio'n diagram of Clipoe'4 Ahiminu m- Mullions-,
reparedby,Feneitr�ition Testing Lab, Inc., T ' Report'No.': FTL'6443 6amples'X-1 thru E-
R. est
1), daied 02-28-1l.'signed and, sealddj�y Marlin D.. grinson, P. E.
e -report, has an add issuedby'FTL,.s` 'd d
-(The abov - teit 6hduiii letter dated 057Q5 igne an
sealed by Marlin I�. �Brinson;T.E. -
C.
CALCULATIONS-' Y,
'h6r veriflcition calculation a structural: 41 * 'complying FBC-260'
k-L Ane s jid an ys;s with 7,_
prepared-by PGT, dated 08/13/10, 01/04/1 Land last, re-�isedbn 05-0,4 1.,, signed4nd,
sealed by,,Anthony L. Miller, P.E.'
GI
'2. a'zing "Complies W/ A I STMB-1 . �9.0-02 -04
D.,
-.Q1jAiITY-_ASSURANCE
-Miami. Dade Building"and N&ighboihood Coifiviiancebe'partment (BNC).'-.
E.,
NUTERIAL- TIF - ICATIONS,
'PER
1. 'None,
R
STATEMENTS,'
1'. Statement ldtt6r of contormance''and letter. Of no'financial. i�ierik,cprepared by PGT
dat� 3/1-4/11' ( P
ed 0 L., Miller, E.
sighed and sealed by.Anthqny,
2.�" Stiteinent letter of lab con�plian�ce' .as, part of abovo test revort.,
G.
PT ER
L T.est:prOPbsal #10-40704 dated 6.1 /07/1 lapprqv'ed, by,BNC;
Ishaq L: Chinda,: P.E.
Product Conit�ol'Exnminpr
NOA No 10-0819.05.
Expirat! ' on bate�.May'26,2016
Approval i)ate:'Miy 26,241f,
SUITABLE 9011 ALL COCATIO
W REQUIRNG
(NON--IMPACT-OR-LAkO�'ANi).SMACL
GENERAL NOTES:
MISSILE IMPACVRESIsTANT PRODUbTS
1) DETAILS SHOWN�OE FOR THE MULLION ONLY. ANCHORS SHOWN.Allt iN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENE.sTRAnON PRODUCT INSTALLATION.'TYPICALAPPLICAT16NS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED, - -
BY AN EXPERIENCED INSTALLER FOR THE B12STINSTALLATioN METHOD. OPTIONAL IkOR 2X WdbD` BUCKS IF USED. MUST BE ANCHORED
Ix
PROPERLY TO TRANSFER LOADS AND ARE TO BEDESIGNED BY_'OfHEiRS.
FORVERTICAL MULL ARC - HES 7 . OBE'_ lid.
FIGURE 1: 1—�qPENING THE TYPE AND NUMBER OF ANCHORS IS CRm6AL TO�HE STRUCTURALPERFORMIANCE OFTHE MULLED UNITS. MULLRHAVE BEEN
. ..... SCRIBED INSIDE' T -FLOATING' AND DO . NO-- NEED TO BE DIRECTLY ATTACHED
MULTIPLE SEE DETAILS INS,
ESTE DAS! REE T TO THE MULL CLIPS,,
-MULLIONS' -D.G.H
SHEETS 2 -3
A SHAPE
P) TitE'AmcHoRA.GE mETHoDd-afi-OWN, HA�E 6.EENIDESIGNEDTO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN— z
PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ll . ISO. TH I E 113 STRESEi I INCREASE.WAS NpTUSED IN-THISANCHOR 0
-TO-CENTE
EVALUATION. THE 1.6 LOAD'DuRATiom FACTOR WAS USED FOR THE EVALUATION OF WOOD.ScRFWS: THE CENTER I�HoLE
DISTANCE IN MULLCLIPS HAVE BEEN SPACED TO ALLOW FOR THE.FULjL ANCHOR LOAD�;,
Ix
4) THE MULLIONS HAVE BEEN. DESIGNED& TESTED TO COMPLY WITHTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION.- 3MM r.co,
-IMPACT APPLICATIONS AND ARE . INbOMPLMCE F 0 . R USE IN THE HVHZ
cm
)ETAILS \17� SECTION 1026., MULLIONS ARE APPROVED FOR IMPACT AND NON I
MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS.HAVING CURRENT. APPROVALS.
.-rHRUG:
SHEETS 2-3 SEE DETA" m _j
-ASSEMBLY IS THE RESPONSIBILITY OF OTHE (THESE IN z
5)PROPER SEALINGOF ENTIRE RS AND ISOEYONRTHE SCOPE OF STRUCTIOAS; ' -
VET . r. A) 4SE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE m L L
-OPENING - COMMON -MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET ill). FOR MULTIPLE UNITS CONSIDER ONLY TWO ADJACENT UNITS AT A
MULL FOR
HORIZONTAL TIMEWHEN USING THE DESIGN PRESSUWAND ANCHORAGE TABLES. THE LOWESTD06N PRESSURE OFYULTIPLE MULLIONS OR
LEN 3TH
MULL, FENESTRATION PRODUCTS SHALL APPLY.
SEE�DETAIL E,
6;A .I
WHEN FINDINGYOUR SIZE IN THE MULLION TABI.Ers�ALWAYS ROUND UP TO THE NEXT 61ZESHOWN ON THETABLE(S).
SHEETS'
LU
8) ANCHOR EMBEDMENT -TO BASE MATERIAL SHIALLBE BEYOND.WALLDRESSING:OR STUCCO. WOOD. BUCKS BY OTHERS, MUST BE W. w
ANCHORED PROPERLY TO. TRANSFER LOADS TO THE STRUCTURE."ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS-
NN -FENESTRAIION APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERI SHALL BE PROTECTED AS REQUIRED TO PREVENT. REACTIONS.
PRODUCTS MAY ALS
1"13EOKANY TYPE. -
MUSTOE '9) REFERENCE, TEST 4PORTS:-FTL-0443. ELCO ULTR . ACON/CRETEFLEX NONS; ANSIlAF&PA I NDS-2006 FOR WOOD CONSTRUCTION:
MANUFACTURED -.ADM-20b5ALUMINUM DESIGN MANUAL:
BYPOT.
�/SEiDETAILS
HORIZONTAL 'A-DG.H;,
L __ -SHEET82-3-,
MULL c .1
LENGTH
H.ORIZONTAL INSTRUCTIONS:
MULL ) ffOETMMRNE DEtIGN PRESSURE REQUIREMENT FOR THE STRUCTURE;
..LENGTH-
2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLCISEDTABUES.'�_
I�IDMONAL EXAMPLES OF.MULL CONFIGURATIONS: THIS DESIGN PRESSURE MUST MEET OR EXCEED THE
VALUE FROM STEP 1. IF DIFFERENT
MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE
OPENING HiOmi�MIJU.UiNGTH—�j 'EVALUATED. FOR MULTIPLE MULLIONS,THE LOWEST DESIGN PRESSURE SHALL APPLY TO
MULL
-I LENGTH I— ALL MULLIONS.
MU
LEN
3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN
OPENING ACCORDANCE WITH THIS SHEETSET.--
FOR
HORIZ.
VERT.
MULL MULL 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS
MULLIONVSTEM� THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALCASSEMBLY.
SEE EXAMPLES ON SHEET 18;
OPENING FOR
SINGLE MULLION,, SINGLE MU LION vamrm MULL—
OPENIL F6R
VERTICALMULL
SEE CORRESPONDI NG 13ETAJ LS
MULTIPLE, MULLIONS
FROM FIGURE I ABOVE.
LLH
. L
4powed as com/PWIQ ith am
:FIorIdqQmQLQ9codc"
Kjaml Uod. Fwduct Cwtml.
& . ..........
:-Luz
: W-1.
11 1p '�� I'Meolt
0,
Ze Abi E.
FL PE # 5"Am
4powed as com/PWIQ ith am
:FIorIdqQmQLQ9codc"
Kjaml Uod. Fwduct Cwtml.
& . ..........
:-Luz
: W-1.
11 1p '�� I'Meolt
0,
Ze Abi E.
FL PE # 5"Am
DETAIL A.- DETAIL B:
MULLION TO 2X-WOOD BUCK li-MUWON ,,--MULLION
13UCKSTRIP
MULLION ATTACHED'ro ix TYP.ANCHOR
OR WOOD FRAMING AND PER SUBSTRATE,
WOOD BUCKAND MASONRY SEE TABLE B.
ATTACHMENT SHEETS
BYOTHERS,
SEE Orr 1,
MULLION
co
S BE
EE SHEETS I MIN 2.7 KS1
EFTHERTHE 617FORHOLE .4 1.
STANDARD OR 4 1 LOCATIONS I CONCRETE OR CMU DISTAKE: co
OFFSET MULL SEE TABLE B Z
EDGE EDGE DISTANCE SHEETS 12
CLIRMAY BE 11 DISTANC FOR MASONRY
INSTALLED BY 11
SCREWS
THIS METHOD. FORWOOD ANCHORS
25W MAX FOR SIDE VIEW z
ALL MULUONS
<
4 �'l HE m
E'THE
ST. DARD OR z ED
'4
4 4
4 EXTERIOR z
4 ; EDGE
DISTANCE A
FOR
MASONRY
ANCHORS z
EXTERIOR -4 "j!. 0
TYP.ANCHOR -
PER GUS
- I I
SEE TABLE SHEETS
TYAANCHOR
TYP.ANCHOR PERSUBSTRATE, <
PER SUBSTRATE, BEETABLEB,SHEErS BUCKSTRIP
SEE TABLE 8, SHEET 3 EUGEJEND AND
TTACHMENT
DISTANCE BY OTHERS,
T BEETABLES, EMBED ' :- .:
'4, SEE NOTE 1.
EmBiOMFN' BUCKSTRIP SHEET3
AND SHEETI.
ArrACHMErfr
FIY OTHERS,
MIN 2.7 KSf CONCRETE OR Ci�;
SEE NOTE 1.
SHEET 1. .
FRONT VIEW
MIN 2.7 Ico ORCMU
TABLE A, PARTS
MIN27KSICnNrR
FRONT VIEW
INI&7AULATION NOTES:
1) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO. ULTRACON ANCHOR OR ELCO
1/4"CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3.
2) FOR W006 OR METAL APPLIC,�TIONS USE ANCHORS PER TABLE B. SHEET 3.
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR
CAPACITY 15 13ASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUSTBE
FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING, SHEETS. FOR D&AILS A-D, EITHER -THE STANDARD OR INTERIOR CUP MAYBE
USED
5) ANCHOR HEAD TYPE MAY BE PANHEAD. kEXAEAD OR FLATHEAD. . THEANCHO . R HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY.
BE COUNTERSUNK.
Mull Dimension
I . PGT Pert 8
Mullion-
Standard Clip
Offset ClIp
U-Chonnal'
IX2X.126
. SM05
6661 ISM
6661116M
666243M
I X2X.375
666008
686114M
6661119M
666244M
I X2.75 X.375
66607
6MI15M
6661120M
666245M
IX2.76X.65
66003
686116M
6661121 M
666246M
IX&125X.500
66837M
e6smom
6661114M
66624M
i.25X3.18SX.265
SWIM
6861117M
66811 ISM
56624M
I X4 X.125
69364
656111M
6661122M
666241M
I X4 X.375
amlo
05112M
6681123M
SM242M
'2 X4 X.26
68602
666281M
WA-
666271M
2X6X-.25
66804
606202M
WA
68272M
1.26.X2.11 X.125
69370
666323M;
WA
NIA
30 Degree-
SM49
6MVAM
WA
N/A
45 Degree j
6M.
I 6M26M
N/A.
l""Wiros'k P.Wact cwtwI
LYNN 4f,
Nu. 56705
0
X '--..PLOR%'D.
A I vM/y"ll I VA D
D ETAIL C:, -DETXIL E:
�MULLTON
MULLION -,DIRECTLY ATTACHED To MULLION-TaMULLION. Nil
.12MMIN.
MASONRY STRUCTURE INTERSECTION
NOTES.
-f TYP;ANCHOR -TEE
1) MAY BE INSTALLED IN "OR CROSS -
EITHER THER I TE, VARIES- INTmsnmms,�, d
'STANDARD PERSUBS* 2) MAY BE INSTALLED H
SEE TABLE 8, THIS SHEET ORIZONTALLY(§HOWN) OR
CO ,
VERTICALLY.
3y SEE INTERSECTION CLIP DRAWINGS;'bHEETS
FOR MASONRY &14 FOR ccRREs0ONDINr. MULLIONANDANCHOR, Z
QUANTITIES.'
ANcHoRs 0
VARIES
A
PERsuBsTKATE, 00
4 "m
TYP.`ANCHOR
EXrERIOR 4i� m
PEE TABLE B, THIS SHEET.
z
EDGE DI C
FORMASONRY zz
A HORS
NO MULLIPN z
z
TYP.AWCH6R -.,d ZINTERSECTION
PER SUBSTRATE, U-C UP
z
SEE. TABLE 8, THIS SHEET 0
EXTERIOR
SYCKSTRIP TYP.AHCHOR - I I I - - . .. . . I . . - - - I , "I - I I . . L
PER SUBSTRATE,
AND SEE TABLE. B. THIS SHEET
ATrACHMENT
I OFFSET MUM
jm=Y
THIS METHOD.
BYPTHERS, L4 SFESHEETS
'EMBEDAINT, - BE NOTE 1, 0"Ort HOLE A
H LOCATIONS
EETi. FRONT VIE1W EDGE
EDGE
MIN. D DIST-CE_
EE TABLE 8;
MIN 2.r KAkCONCRET ORCMU SEETABLES,-
E MIN 2.7 KSI Cc THISSHEET
NCRETIZOROMU THIS SHEET
FROI�f VIEW NOTES --'-
SIDE VIEW -
I � .1.. .1r�- I 1 .1 11 1 1-1 1) FOR 2X W0665-BACKIED STEEL STUDS
TABLE B. A14CHORS WOOD ANCHOR VALUES . MAYBE USED SIDE VIEW
7' substrate
AnChbIr
�MkrrlFn!jM
Embedment
Min. Edge.
Distance
- Concrete (mln.-2.7 kol)'
114- Elco UltrutCon
-3/8"
Concrete (mIn. 3.35 kei)
1/4" Elco Cret a-Flex SS4
1/2—
..Ungrouted CMU
(ASTM, C-00)
1/4" Elco UltraCon,
1-11W,
IWEICO�CMIS-Flex SS4
Concrete (rp!fi. 2.7 ksi)
1/4" �1;o UltraCon
Concrete (q1n. 3.35 kiQ
-
1fq' Elco Crete -Flex 884
144"
UngroutedCMU
(ASTM f-,90)I,
1/4,, E
too UltreCoh
114' Elco Crete�Fjex SS4
C
P.T. Southern Pine
#12 Shoot Metal Screw (GS)
- - ' 1/4" Elco U-1traCon
V4"EIcoCrata7FIexSS4
1-314".
Aluminum, 6063-T5
#12 ShooWetall Screw (G5)
0.1W -
1/2,
Steel Stud; Gr. 33
."#12 Sheet Metal Scr—sw (G5)
1
1800�(O.DW)
Iff,
A36-Steel 1
#12 Sheet FWStS1. Screw (G5)
—
.1698 (0.04W')
1/2"
Ur I MIL U:
2) SEECORFtIESPONDING MULLION
MULLION ATTACHED TO TABLES; SHEETS 5-17. FOR QUANTITY
STEEL STUD. OF , S , CREVLM.'
,7STRUCTURE
TYP.ANCHOR
PERSUBSTRATE,
p
lima.1, gC ode
SEE TABLES, THISSHEEr—
IN
G= �L C
Ikeff
ROAN
' I , SEE SHEETS
mimf Oak pr9ductcontra
6,17FPRHOLE
77 LOCATIONS
MULLION
VNN 41/'
eq..
56705
A
U
FRONT VIEW FOR STEEL STUDS THINNER THAN
16 GA AND COMPLIANT WITH THE FIL BUILDIN
A
CODE, A2X WOOD BACKER MUST USED.
ATTACHMENT
BY OTHERS.
USE W60D ANCHOR SPECS
!6N
DETAIL R DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP. ANGLE MULLION CLIP BAY MULLION INSTALLATION
SELDETAILSA-E, So'OR4s'
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES. BAY MLILL
oil
,�.-MULUON
OD
0 0
LD
0 -TOP VIEW
O� 0
0 0
0� .0
SEESHEETS
SIDE VIEW TOP VIEW 5-17 FOR HOLE UJI
LOCATIONS m
SEE SHEETS SEE SHEETS
6-17 FOR HOLE 6-17 FOR HOLE z
EXTERIOR LOCATIONS LOCATIONS TYP. ANCHOR 2 0
,,,—PE"UBSTRATE. :5
I SEETAHLEB.SHEET3 z
STANDARD MULLION CUP I TYP.MrHOR I
,,,—PER SUBSTRATF. I EXTERIOR
MODIFIED TO FIT FIELD I ULL
CONDITIONS. SEE TABLE 9, SHEET 3 � 0
z
'r X 2"ANGLE CLIP.
-Z
2 PER MULLION END, UUSI 0
MULLION INSTALLED INSIDE OF BAY
BE
S2
EMBEDMENT
2XrX.12b' 52
19 ANGLE CUP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDEOFMULL IL
INTO WOODISTEEUAL
EDGE
TYP ANCHOR EXTERIOR DISTANCE
PEWSUBSTRATE, SEE TABLE 0.
SHEETS L
SEE TABLE B. SHEETS
INTO PDISTEWAL INTO CONCREiEWU E)Cr.
ERIOR
EXTERIOR EXTERIOR
DESIGN
n,, PRESSURE
I a LIMITED HOLES TO BE DRILLED
HOLES TO BE DRILLED IN -FIELD, SEE SHEETS 5-17. CoRiptling with it.
'OR
;Fll
IN -FIELD. SEE SHEETS 5-17 rooi DISTANCE FOR HOLE LOCATIONS. it CO&
MIN. FOR HOLE LOCATIONS. SEETABLEB,
1 o..
HEETS INTOCONCRII IlillECMU _N0A#
-INTO WOODIMST . . / . I - �
1.w INTO CONCRETEICMU I'md cl coat
EOG EDGE DISTAN'CE
0 C.
'I SEE TABLE B.
DISTANCE MIK.375 EDGE - ...... . . . . .
... MIN.�i.OW .01. SHEETS r, vsIAN MIQ
lEe r INce
rd Sh ......
SEE DISTANCE MASONRY
rd
:TABLE 8, SEE TABLE B. ANCHOR 3
SHEETS I o goss
0
0
SHEETS
ROTES FOR INSTALLATION OPTIONS F AND G: at
MASONRY 0.
EXTERIOR z
1) DETAILS Fl, Gl AND 02: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE EXTERIOR ANCHORC *c
MASONRY
MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE HOR NOTES FOR INSTALLATION OPTION H:
'OVERALL SYSTEM DESIGN PRESSURE REQUIREME14TS ARE MET. - - Z 0-0
40LES TO BE DRILLrD ANC .0 As'
1) USE 2 ANGLE CLIPS PER MULLION END. CLIP MUST BE INSERTED INSIDE -, ;p, -,
2)DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET. THEN HALF INIFIELD, SEE SHEETS 5.17 OF MULLION. 0,
OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. FOR HOLE LOCATIONS. .......
%1%
3) DETAILS Fl. F2, G1, AND G2 ARE NOT APPLICABLE TO THE 2X4,2X6 OR DAY MULLION. 2) SEE CORRESPONDING MULLION,TABLES, SHEETS 16.& 17, FOR QUANTITY //j %%
4) SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIE& OF SCREWS. A. , P.E.
FL P." 705
f
11"X2"X.125"TUBE
MULLION AND CLIP
TABLE 1A
I-1.00w-j
INTERSECTION
U-CRAMEL CLIP
2.000, .126* 6003-TOALUM.
'MULLION TOPMEW I
ea.�.Te A'.. ALWAYS USE
X-SECTION - 2SCREWS I'. S.
PER CLIP
4.7601,
NN.
INTERSECTION
STANDARD CUP' U-CHANNELCUP
6083-T6 ALUM. 376' 8083-TOALUM. 2.126"
1.625" X-SECTION
TOP�RBN FSED_111._._�
0. 312" =A"
I INJ`ERS.E.T�Li
IONS ONLY
.74"
E)�TERIOR
I x 2 n.125
Rectangular Loading
Design pressure (lbeffe)
Alum. Tube
mullion
cpaning (vertical arRarizontel)
50 In
'80 In
70 In
8D In
1
90 In
100 In
120
'140
In
ISO In
Anchor and
SubStateJYM
A
B
6
J'A
1 0
'C A
a
A
A
I B
C A 6
A�.
- 13.
C A
8
1;
A
8,
C
See Tal
#01Anchom
2
2
4
2
_2
4 2
21
4. 1
2 2
4 2]
2
4 2 2-
4 1 -2
2
4 1 2 1
2
4
2.
2
4
42 in
01
91
91
74
74
74 83 763
1 03-1
55 65
55 '�q
491,
49 44 44
'44 36
38 '38
SI
31
31
27
.27
77
48 In
62
62
62
50
so-
61) 43
9-1-43
1
�7 37_
33
33
�3 p '2q
29 24
24
24 21
21
21
_is
Is
is
60.625 In
63
53
63
43
43
43 36
38
36
32 32
32 2na
28
28 26 25
2S 21
21
21 16-1
18
18
Is
to
Is
64 In
44
44
44
38
�6
38 30
30
30
26 1 28�
28 �3
23
23 21 21
21 17
IT
17 16
IS
60 In
33�
33
35
27
27
27 22
22
j
22
18 1-19
Ire 17
17
17 is Is
Is
63in
28
28
26
23
23 1
23 19
19
19 1,17'.1
IT
17 15
16
Is
66 In
26
25
25
1-20-1
20.1
20 17
17
-il, I
is I I
72 In
111
10
Io-
"10
16 1
is
76 In
la
18
is
78 In 1
15
-1 5
is
TABLE)B OTE.THEROW,kEADING 'W OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIO ONLY!
STANDARD CUP Aw
8083�TS ALUM. 21 )V
X-SECTION
.126'
.,F
udo MIN.
'0*� 4*711
"MIN..37W 4 W xG.
1.06b_
0.312* 2.85V
-lx2x.129"
TrIangulluiTrapezoldal d Design Prevacre Qbe/10)
Alurrijube
Mtd am
OPening
(VirtIcal or Horizontal
60 In--7
r 60 In
70 In
Be In
I so in 100 In 120 In 140 In I .160in -
Anchwand
Substrate 7VPG,
I
sea Tel) 0 B
A
0
C
B
C
A
a
C
A
-
J.p
I A-1
B '
C A 8, C -A B C A 0 C A 6- - C
0 OfA 1100118
2
2
4
1 2
1 2
4
2
2
1-4
2
2
4
, 2 -
2
4 2 1 2 4 2 - 2 .4 2 .2 4 2 2.
42 In
130
130
.13011161
lie
lie
B
11081-108
104
104
104
1104
1
10� 104 104 104 ID4 104 164 104 104 104 104 104 IN
48 In
D4
64
84
73
73
73
87
p7
67
63
63
63
at
al
61 _61- at at III . 111 81 81 111 at III al, III
50.626 In
71
71
71
02
62-
_6
62
68
�S
6.6
52'
52
82
80.
50
-60 49 49 49 -49 '49 49 49 49. 46 4D 40 49
�54ln
57
57
Iq,
SO
0
60
45
46
45
41
41
41
39
39,
39. 38 38. .38 38 1 08 36 38 38 so 38 38,119.
I I
80 In.
41
41
41
35
33
33
32.
3Z
�2
' -
20,
29
20
27
27
- -
;i7 28. 26' 28 �26 1 25 25 25 25 25 26 26 26
03 in
35
35
35
30
30
3D
27
27
27
24
24
24
23
23
. 23 22 22 22 21
1- 21 1 0-1-21. 111 21, 21 21 ` 21'
60[n -
31
'31
31,
20
26
�1
23-
123
21
21
21
19
19-1.19
1 1 to I To 17
1 17 1 17 1 17 1 17 17 IT 17 17'
72 In
2$',
16
2.3
118-1
2.
15
280
is
!6
'7
is
It,
T
is
ii,
15
17
15
10
16
111
15
is
1 15
, OFFSET CLIP
6053-TO ALUM..
TOPVIEW TABLE NOTESi
1)UNEAR INTERPOLATION 13ETWEEN SIZES AWDJOR DESIGN PRESSURES IS ALLOWABLE.
-1 SCREW PATTERN APPLIES TO 130TH THE STANDARD AND OFFSET CLIP.
3)ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOL IF NEEDED HO' cc MAY BE 11 1
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND'OFFSET CLIP MAYBE COUNTERSUNK THE INTERSECTION U-CLIOMAY NOTIBE COUNTERSUNK
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRA T1 ON PRODUCTS WHERE ALL FOUR SIDES ARE�ANCHORED To THEISUBSTRATE, USE THE
TRIANGULARrrRAPEZOIDAL LOADING TABLES (TABLE 18). FOR 0ENErTRATION.PRODU
CTS WHERE NOT AL OUR DES
ARE ANCHORED AND FOR ALL HINGED DOOkIS. USE THECRE&ANGULAR LOADING TABLES, (TABLE 1A)
INTO CONCREiFJCMU
INTOWOODISTEEOAL.
11
"P_V
r
X_
z* NO.58705
:!irz
:'K
SNIAE F
PLORVO
A.. LY 1! R".E.
- FL P.E.# �8705-
I " X X. X.875" TUBE
MULLION AND CLIP
TABLE 2A
[-I-. 000-i
INTERSECTION
U-CHANNEL CLIP
2.OW I . 2w 6083-TOALUM.
_R�
TOPVIEW 1.125*
MULLION
11003-16ALLIM.
X-SECTION L a.375'
5.6or 4.760" MIN. INTERSECTION
MIN-376" -2.620' U-CHANNEL CLIP
6063-To
X-SECTION Z12
STA D CLIP-
60 ALUM.
K-DAR
TOPVIEW 74 H--
Daelp Pressure Vbdft)
Alum. T6b*
Mullion
Opining (vertical or Horizontal)
6oln
60in
70 In
80 In
ROW A, ioll In .12D In 14D In ISDIn
Anolwand
Subsbate Wpo.
See Table B
-
A
I'.
/8
C
A-1
B I
A _
a
-
C
11 1
-
A
I. B
C
'A
B]'b
A A 0 b A a a �A
. . /I C� I- I
, .
RI c
') ,
90YAnftM
2
2
2
4
z2
2
1 4
2
2
1 4
2
1 2
.4
2
2
1 4- 2- 2 4 2 1 2 1 4 2 2 4 2
2 dl�
12 In
119
.7
97
lie
109
61
109
69
69
so
69.1
111
89
'70
54
1 79 71 '49 71 �69 1 40-1 ell si as 5-f 4
'30 44 1
48 in
101
66
iDI
82
711-
62.
-69
61
69
60
1 53-
so
'53
47
1 Ed 48 42 48 40 '35 40 �34 30 34 30
27 SO
50.626 In
88
81,
88
70
67
70
69
58
5R
61
So
ell
45
45-1
45 41 OD 41 34 34 34 29 20., 2D 25
26 25
64 In
72
72
72
58
65
58
49�
49
49
42
42
42
37
37
37 33 33 33 28 28 28 1 24 1 24 1-24 21
21 2 . 1
601n
63
63
63
43
43
43
316
36
as
31
Si
at
27
27
p 26 25 25 '20 1 20 1;20 1-17 1 117 1 1? 16
15 16
03 in
48
45
1 48
-37
37
1 37
32
1 32
32
27
27
27
24
24
24 21 21 21 1 Is Is Is 16 is .15
!a,!,
1, !a,!
13
33
33
21
21
211
24
24
24
21
21
21 '19 111 19 1 16 16 Is -
27-
25-
]a
26
22
20
28
22
20
26
22
20
91.1
18
17
21
18
17
21-1-18
Is
-17
16.1
is
Is
is
I is
Is
is
is
70 In
78 In
0
-j
w
ffl
p
.Z
(-DLLL
EXTERIOR
NOTE: THE ROW HEADING '#OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY.
R
TABLE2131 x
STANDARD CLIP .126*
6003-16 ALUM. 2.0 3(r
X-SEC�10,�
&2Zn2Z022E=
PAIN. 376* 4.7 MIN.
MIN. 376- .376,
120" 1.085�
2AD4"
OFFSEr CLIP
063-T6ALUM.
C4
x
11�1 - I&
A
-Vo w'd 94 1 111, 0`1
M,
NOAV X
TOPVIEW I - . . . . --.. . . - - I . %�
� I . 490* V,(14N
TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWA16LE;
.12-6' .6 EXTERIOR
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP�
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HO
LES MAY BE DRILLED
(IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
5) SEE SHEETS 2-4 FOR r3ENERALANCHOR DESCRIPTIONS AND:INSTALLATION METHODS.'
8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE
TRIANGuLARrritAPE2toiDAL,LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES
ARE ANCHORED AND FOR ALL HINGED. DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A�
I u 2 u.378
TriamplariTrapezoldal Leading- c)idpn Preswra (lbsivit') %
Alum. Tube
Mullion
- Opening (Vertical or Ho�qwntal)
6 Din
so in
70 in
80 In
- 90 In
I 100in
120 In
40 In
160 In
AnChor CW
SUbIturtf) IYPS.
00 Table 8
A
Is .
C
A-1
1.
6
'A
0
C,
A
B
C
C
A
--0
C
A
Is
C
A ,
B-
C
C
A
I I.
C
A
0
C
III ofAndhCV11
2
_L
4
2
1 2
-4
2
' 2
4
2-
2
4
2
2
2
2
4
2,
2
4
i.
1 2
4
2
2
4
42 In' -
170
188
170
170
12NO
'170
170
110
log
Its
'169
leg
its
log-
leg
lie
169
log
11W
leg
169
I'lill
leg
169
lie
log
411 In
I as
115
13,
110
103
ll�q
109
go
log
103
at
I
IDD
60
100
09
Be
94
99
69
09
"
69
'as
99
69
99
60.025 In
11.5.
107
115
10D.
95
"100
9D
88
90
85
63.
se
95
81
'61
Si
so,
go
80
80
so
60
go
So
60
80
60
RD
60
64 In
93
Ila
93
at
Sl�
1 81
73.
73
-78
67
67
67
el
�64
IN
02
e2
1 e2
I e2
e2
62
02
62
62
02
02
62
so In'
-67
87
.67
58
68,1
GS
51
51
61
47,
47
47
44
44
44
42
42
1,42
1 4f -1
41
41
41
41-
41
1 41
41
41
63 In
57
67-
67
49
49
49
44.
144
�;4
40
40
'40
'37�
all
37
35
35
35
33
33
-33.
-33
33
1 33
33
83
33
66 In
60
50
60
42
42
42
38
38
3a.
84
34
34
32
32
32
30
30
30
28
-28
28
1 2s
1 28
28
2B
28
28
72 In
88
'-88.
'38
32
32
)32
28
28
28-
28
26
26
24/
2�
2z
22
22
22
2D
20
20
2D
20
20
20
20
1 20
76 In
-7813-
119-
32
�32
27
27
it
24
24
1 24'
21
21
21
20
2_0
20
19
1 p
is
1
17
17
is
Is
is
so
.11
30
Is
30
I -
25,
I.-
-
25
25
22
22
1 22
2D
20,
1 20
18
IS
-18
17
MEN
`17
17
15
16
16
Din
% .......
EUZ
Gly Z
0 ,
ft10NN%-!
A.- '114 R,
LY UALN"P.E..
F P.E.# 68705
V X.2.750"X.375* TUBE,
MULLION AND CLIP
INTERSECTION aw
U-CHANNELCU
6003-Te AUJI.P.
2.750" TOPMEW 1.875. 11 1.109
LWAYS USE
2 SCREV&
PER CLIP
MULLION -0225'
6063-T6'AWK
I
X-SECTION L .376,
STANDARD CLIP
6063-TS ALUMTOPIVIEN
N. INTERSECTION
S' U-CHANNELCLIP
6083-76ALUM.
�'X-SECTION 2.126'
USEDINMULLI
IONSONLY
.7400 1-"
TABLE 313
sTLANDARRo CLIP 22.ow"
6003-TO ALUM.
5.50V MIN.
MIN..376' 43W
.37W
.. 61
0.312'
3.97
.,i�ET Cup
06346 ALU? I
TOPVIEW 1.118"
EXTERIOR-
.1126-
.7 t 0.
TABLE NOTES.
xw
4 7150*
MI
6120
Ges,
1.87
TABLE 3A
I x 2.75 x.376
RQ nqu!arLcadInq DeBlIpfPreasum (Ituilfe)
Alum Tube
!Ilulllon
Opening (Vertical or Hodwnt . aq -
. I
50 in
60 In
7D In
80 In
- 90 In
100 In
12"D 11
140 In
160
Anctt6r mid
StutistrateType,
S Table 6
A
B
0 ofArIchom
2
2
4
2
-2
4
2
2
1 4-1
2
1 2
4
2
2
1 4
2
2
4
2
1 2
_4
2
1 2
1 4
2
2
1 '4
421n
.119
97
.7
lip
Ick
at
109
-99
69
Sp
99
69
81
89
70
64
79
71
49'
71
So
40
60
511
35,-
51
.45'
30-
45 1
48 In'
128
85.
r2
128
108
71
117
92
Gi
Igp
108
81
53
99
72-
47
90
65
42
62
rA
35
68
46
80
N
40;
27
61
60.625 In,
128
81
128
JD2
67
120
86
68
111
77
So
102
68
45
91
'61
40
81
51
34
88
44
20
68
3D
'25
51
64 In
116
78
181.
06-1
63
123
82
54
109
72
47
95
64
42
86
67
1 28
70
4B
31
'03
41
27
64
88
24
47�
Spin
103
00
1
86
67
9a
74
49
(g)
65
-42
71
57
311-
82
52
34
W
43
28
46
37
24
39
32
21
34
63 In
69
es
104
82
-54
85,
70
4a
71
61
(4D
'61
64
36
64.
48
32
48
40
-27
1 4D -
.34
23
34
30
20
3D
as In
91
62
91
74
61
T4
62
44
62
1 54
39
54
47
34
1 47
42-
-31
42
.35
1 26
35
80
22
30
2B
19
29
7z In
71
57
71
58
47
66
41)
40
49
42
35-
42
37
31
1 37
33,
28
53
27'
24
27
23
20
23'1-20
is
Z
78 In
61
54_
'01
49
45
49
42
38
42
Be
34
30
31
3-0-1
31
26
27-
2S
23
22
23
19
19
IS
I
78 In
6.0
52
68
.46
44
46
SD.
37
39
33
33
33
1 20
20
1 29
20
?6
28
.21
21
2�1
18
90 In,
37
37
37
30
36
30
28
25
20
22
22
22
18
19
.19
17
06 in
1081 n
ill In
NOTE:
31
22
20
31
1 20
THE
at
22
RnW
1 16'
HRAnINf%
I .
Is
18
'S12
17
f
21
is
-i�
v nP
21
ir,
Amr-mmalz-
21
18
nm
.18
TwP
18
TAw
1 16
iciz
is
g2=Prc;Q
I Is
Tnruc
QyAkinAcin
Akin
nicir-
Flo ki
'jt1w mitt
0
1) LINEAR INTERPOLATION B ETWEEN 81 ZES AN . D/O
R.DESIGN PRESSURES IS ALLOWA LE.
USED IN EXAMPLES
1IX2.?�X.Vb
a arri-ispezoijai Leading
T420 ul Dodge inini;�. 0b.W)
Alum Tube
Mullion
1;2�nzu"
Opening (VerficalorHarlicrittal)
60 In
soln
70 In.
I so in
90 In
too
Anclooranil
Sub.t,.W*ryp%
See Table
A
8
C
A
13,
C
A
IS
C
A
0
C
A
0
A'
B.
C
1�
a
C
A
0
C
A
_13
C
OOTA-Am
2
2
4
2
1 2
1 4-72
2-
4-
2
2
4
2
2
4
2
2
4
2
2
4
2
2
4
.42[n--
170
138
170
1170
11281
170
170
119
170
170
116
170
171)
118
170
176
116
170
@0
-118
170
170
lie
170
170
lie
170
- 45 In
170
116
170
167
103
170
145
90
170
139
91'
170
135
89
ITO
135
69
89
170
-135
89
170
60.626 In
IS3
107
170
145
85
170
134
88
170
. 127
63
168,
123.
81
163
121
60
161
121
. 60
181
121
80
161
121
80
161:
fA In
150
08
170
133
07
170
122
R,
1511
ll�,1.75
152
Ito
72
1 145
107
70
141
1061
70
1 140
1901
70
1401
1061
70
601n.
13.1
80
16i
116
78
130
104
69
1101
97
64
106
92
00
99
SO
58
95
88
67
1 02
08
ST
92
1 N
6-1
82
83 In
123
81
130
108
71-
111
07
64
89,1
90
69
00
84
56
N
'80
64,
80
78
61
78,
70
61
1 78
70
51
70
66 In
112
76
112
96
67.
96
66
60
8S
Ty
SS
7?
72
62
72
so
So
69
as
a
03
83
47
1 63'
w
47
03
72 in
86'
68
88
73-
60
73
64
53
54
-65
49
58(
63
40
W
50
.43-
50
4B
40
48
'44
39.1
44
44
39
44'
-70in
73
64
73'
02
66
62
64
60
64
49
46
49
45
42
45
42
40
12:
-28
3-1
38
36
So
I N,
38
35;
30
76 In
67-
62
67
57
64
57
60
48
50
-45
44
45
1 41
41
41
38
38
34
S4
34
33
33
1,33
32
32
32
90 In
43
43
43
38
38
36
32
32
32
;8
11
2MS
26
28
24
24
24-1
211
21
21
19
19
1 19
is
Is
18
96 In
35
2".
23
35
23-
35
23.
30
19
3-0
�i
to
211
IS
-
18
17
azu
�%
N
is
a
is
is
16
23
IS
Is
is
21
it
21
IS
19
19
1 IT,
IT
:17
16
16�j
15
15
108 In
111 In
-1i
__rl5
17
, I I
-1 -REVY PAI I ERN APPLIES TO BOTH, E STANDARD AND OFFSET CLIP. ON SHEET 18
3) ALL MULLION qLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN" E I
FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.- THE FIELD.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNT ERSUNK. THE INTERSECTION U-CLIP MAY.NOT. BE COUNTERSUNK,
5)
� , ALLOWABLE SCREW PATrERNS
� :; I. en�5 4kjcf)�J�. �zu
k. -, C9
IR �,
vkx .1 x_
0 '......FLO .... V "
.......
INTO CONCRETE/C MU
N
I I TCVWOOD/STEEUAL.
SEE SHEETS 2-,4 FOR GENERAL ANCHOR DEECCRIPTIONS AND INSTALLATION METHOW
sfosN 0,
6) FOR FENESTRATION PRODUCTS WHEMALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TPjANGuLARrrRAPEZOiDAL LOADING TABLES (TABLE 3in
L
1�. LTiNuM. nfl[LLW�, r.tz.
1--uK FENESTRATION FRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, jTABLE 3A). F1
iNTER6EcTiON
(U-CHANNELCLIP
2.750' .12V 6983-TOALUM.
TOPVIEW
ALWAYSUSEI
2 SCREM
MULLION PE14 otip'-
6083-T6ALUM. ew
X-SECTION
INTERSECTION
5.6001 'U-CHANNELCLIP
6083-TO ALUM.
AIN.,376' 2.620 4.761r MIN., X-SECTION 2.
I - 1.01151 r-376-
STANDAR" CLIP
..,3.Te
ALUM. .376, 1,312"
Topvl�w 1.129' .74ir I
0.312,
EXTERIOR
STANUARD CLIP 2 c)-o"
6063-T6ALUM.
X-SECTION
MIN. a
MIN.
.376"
0171
0.312-
3.0W
�8 ET cup
oulk-WALUM.
TOPVIEW
'EXTERIOR
OR
TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES
IS ALLOWABLE.
-,TABLE 4A
_ lIx2.?6x.G50
Rimlangular Loading Prossam Vbplfe)
Atu.. Tube
Mullion
_Design
OpenIrW (Vardcal a, "oftontRo
so'"
60 In
70 In
60 In
RD In
1 1011) In
2D In
1 140 In
i6o in
AndW WW
Substole Type.
an Tabis B
A
B.
;AJ
c
I .
A
1.8
1 C
A
0
C
A
0
C
A
0
(C
A
13
C
A
A
B
C
c
A
1
0
C_
A
8
C
CrAndtwm
2
2
1 4
2
1 4
2
2
4
2
2-
4
2
2
4-
2
2
4
2
2
2
2
4
4
1 2
2,
4
2
2
4
42 In
119
0�
I Its
109
61
109
99
60
-99
69
61-
80
?9
64
70
71
'40
71
so
60
[4
40
.
se
80
1 61
35
51
46
30�
45
48 In
I.
i2f,
as
65
1.
128
108
71
117,
92
'61
108
61
63
99
72
47
90
IIS
42
02
_
54
as
35
as
46
80
58
40
27
61
M626 In
123
61
128
102
-97
120
88
68
Ill
77
50
102
80
45
01
61.
40
81
51
I
34
6 . 8
as
44
29
56
35
26
all
64 ln�
Its
70
131
'a
06
63
123
82
54
10?
72
65
04
1-42
65
1 67
1 30
�8
48
1
'04,
41
27
65
36
:11
4B
60 In
103
68,
136
68
a
67
115
74
49
908
65
42
60
67.
38-
15
52
34
80'
;*,
28
67
3?
24
49
32
21
43
as In
92
65
ISD
2
82
54.
_106
70.
46
89
62
40
'77
M
38
67
40
02
60
41
27
49
4.
35
23
42
31
20
7
60 in
04
62
114
7
78
51
03
67
44
78
59
39
67
52
54
59
47
31
62
38
26
3
43
4
34
22
37
20
72 In
80
57
68,
72
47
72;
61
41)
01
52
as,
52
4a
at
46'
41
26
41-
33
ZC
es
33
28
20
28
25
to
1
2a
let.
76
54
1 78
62.
46
02
62
ell
52
1 45
34
45
pa
So
59
35
27
35
28
22
26
1 N
10
24
21
1
21
711 In
70
52
70
67
1 44'
57
1 48
37
48
41
33
41
so
29
38
02
26
82
25
22
1 26
1 22
is
22
20
16
23
90 In
46
46
4B
38
38
311
32
82
32
27
1 2?
1 27
24
24
24
21
21
21.1
17 1
ly
1 17
1 15
is
15
Is
90 In
I Gain.
III In
120 In
33
27
_i��_r
-
20
38
27
.1
1 20
$a
S
21,
20
31
22
ii
:
10
31
--!I-
21
18
at
-fl
26
'a
20
Is
17
25
is
17
23
10
15
23
is
16
23.
is
1-16
M
20,
20
Is
.16
Is
TABLE 4B NOTE: THE ROW HEADING 'W OF ANCHORWON THE TABLES REFERS TO THE, STANDARD AND C, FFq rT CLIP ONLY.
I a 2.70 x.650
Wangultrampazoldal Leading DosignPramumpbolM
Alum. Tubb
Mullion
I Opening Iveltical by Rmizontel)
60 In
60 in
70 In
Go In
90 In
I DO In I
12D In
140 In
160 In
Andomw
SUb3ifalolVoe,
See TOWS
'A -
-
IS
13-
C
A_
.
'El'
.
C
A
-
8
C
A
'13
C
A
6
I
C'
B
I
c
I
A
0
C
I
A"
8
C
A
.
a
c
dOlAnchm
2
2
2
4-
2
2
4
2
2
4
2
-2
-4
2
2
4
2
1.2
4. 1
2'
2
4.
2
2
2 1
4
2.
2
7_4
42 In
170
138
I.
170
170
128
170
170
116
170
17�_
116
ITO
170
118
170
170.
1'8
118
'1170 1
170
116
170
I_
1
[A
lie
170
0
.170
lie
170.
4813
"170
115
170
157
lD3
170
145
go
176
139
at
170
135
'131)
00
135
as
89
170
'1115
39
170
1--
135
89
0
170
7
135'
89
171)
�1625 In
163
107
170
145
05
170
134
88
170
121
63
180
123
81
163
121
9D
161
121
Go-
1611
121
'21
an
161
1
1?1
so
161
54 In
150
98
170
133
Or
170
122,
Do
1161,
114,
76
'162
110
72
145
1.07
70
70
142
IDG,
70
"14 1
1.
11�6
, 70
[17
141
4'
1061
70
141
.601n_
131
68,
i7q
iis
�7,@
153
104
09
139
97
64
i2g
92
00
122
09
58
se
116
60
67
114
66
57
114
1 4
88
67
114
83111
123
-01
182
108
71
189
97
64.
123
go
59
112
85
86
105.
112
.54
99
78
61
1 94
78
at
94
70
51
94
IS
60 In
its,
'a
78
140
101
BY
120
91'
60
108
84
8'
55
as
70
52
69
a
70
50
84
72
47
1-79
71'
47
76
1 7`1
47
78
72 In
104
69
107
91
60
01
80
53
86
�2
48
72
66
418
66
G2
4s
02
57
40
Gr
55
.39
55
55
39
1 55
70 In,
90-
64
DO
77
60
77
87
50
a?
81
-40
61
68
42
69
U
62
40
52
47
37
47
-45
36
45
44.
S5
78 In
63
62.
93
71
FA
1 71
62
48
62
as
68
44
55
61
41
51
41
sa
38
47
43
35
43-1
41
34
41
-40
34
90 In
-
64
as
64
�16
45
40
40
40
40
3s
I 3r
35
1 32
LJ7
32
32-
30
30
30
20
26
2B
24
1 24
24
23
23
I
N
as in
.44
41
-
37
37
37
32
12
29
29
1 29
28
28
28
24
24
24
24
-21
21
211
19
[10
103 In
St
31
31
28
28
20,1
?3
1 20
1 18
18
18
is
16
16
a
lli In
12DIn
2?
22
1 28
1 22
28
22
24
?A
24
2-1
16
211
'.
a
is
-15
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
3) ALL MULLION CLIPS MAY BE FACTORY MACHINEDAND CONTAIN UNUSED.HOLES.,IF NEEDED. HOLES MAY BE DRILLED� IN THE FIELD FOLLOWING DIMENSIONS
GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRAT ON PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARNRAPEZOIDAL LOADINGIABLES (TABLE
20
4B). FOR FENE - tTRATION PRODUCTS WHERE NOT ALL FOUR SIDES.ARE ANCHORED AND FOR ALL HINGED DOORS,IUSE THE RECTANGULAR LOADINGTABLES,
�(TAIBLE 4A).
USED IN EXAMPLES
-ON SHEET 18
I ALLOWABLE'SCREW PATTERNS
INTO'CONCRE CMU
!Ilk
INTO WOODISTEELIAL.
I
00
U) 00
z
0
W
in
C4
Q
LU
a.
co
%.e
a
NOAI Al,
Miami Unk I'millac(Contnull
%,YNN
0.
7 C It __-
w
r'4C
ao
0,
PLOR0.' .9
A. LA MIL1116; P'.E.
FL P.EA 68705
r
11" X 3.125"X.500" TU13E TABLE5A
MULLIO
INTERSECTION
U-CHANNELCLIP
a 25*
6063-TIS ALUM
TO
MULLION
-
ALWAYS
6983-TO ALUM.
3 SCREM
X-SECTION
�PER CLIP
t
)MIN-376'
2.62W 4.750"
IN.
INTERSECTION
-7
U-CHANNEL CLIP
STAN6ARD CLIP
.375*
0083-TOALUM.
6003-76 ALUM.
TOFVIEW
1.12V
2.000.-
..' X-SEMON.
2..
V
E
EXTERIOR
.740*
Vx3�I!Wx
Ractanqukar Loading Duplen Promm pberfel
Aw Alum
Tubelmull
, Op.onlng (Velliml or HorIzonWQ
50 In �
1 00 in
70 In
so
90 In
- 10010
1 120 In
140 in
16011.
AndwwW
Substfabb T*.
see Table
. A
-
B
C
A
13�
c
A
Is
A
B
-
-A
13-
A
0,
C
A
1
a
C
IlclArl�
2
2
1 -4
27F2T4
.2
_2
1 4
1 2
1 �2
4
2
1 2
1 4
2
1
4
1 2
1 2
1 4
�2
-2
4
1 2 1
42 In
110
97
119
Ica
I at
I lee
Be
69
99
1 89
1-61
SO
1:70
64
1 78
71
�q
71
00
.40
40SW
1 60
111
35
_45
30
46
45in
IN
85
126
I 0 8
1031
71
It-/
92
61
ID8
1.81
1 53
00
72
47
ED
65
42
02
35
68
48
30
'0_
58
40
27
51
Sam In
-
123
-
at
128
1021
I 2
67
120
68
68
:111150
103
68
45
64
4
61
40
-
ET
51
34
1,2
54 In
p _
115
_
76
_
131
as
98
1 63,
123
02
54
1lsF72-
F-7
1 107
64.
42
65
57'1
38
48
31
71
41
27
61
38
24
'U
00 In
ID3
Go
135
88
0
128
74
Q -
110
65
_42
00
67
38
a
52'
54
77
-
'43
28
64,
37
24
55
32
21
48
031n
99
-
65
138
-
82
64
123
70
46
105
82
401922
65
3�8 .
82
48
-
32
-
74
-
41
27.
61
35
-
53
-
31
20
46
&1 88 In
94
s2
Ise
78
61
111,
67
44
98,
59
as
52
34
74
47
31
68
30
28
64
&4
1;2Ll
72 In
80
_a2
67
112
72
47
8
62
40
77
-64
�.LO
3!
as
66
43
28
fit
w
24
Q
42
Si
20
-38
w
In
-21
- In
5-4
0-5
6-8
4-5
7t
58
SO
as
51
34
46
30
49
41
77
44
-
22
2
36
36
20
10
31
17
27
78 In
so
52
as
68
44
72
57
37
at
.5o
33
6
44
20
48
40
41
22
22+33
33
28
19
28
m
In
ST
45
68
48.
38
48
40_
35 1
Z
35
27
23�
27
19
19
22
2
Is-
18
19
1A
4-3
Q
48
Q
35
40
33
27
29,
2 It
22
21
22
10
Is
1 a
Is
'a
15
Is
is
1081n
34
34
I
MTN
N
20
'28
24'
24
24
1 a
Is
Is
is
III In
�nln
32
23
n 1
25
52-1
5 121
28
I 1
21 121
28
22
16
22
?2 1.10
1
is 1
10
15 1
16-1
15
x
c
10
L
tot,
SBI05
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN
FOLLOWIN19 DIMENSIONS GWN ON THE FIELD
I -CUP MAY NOT BE COUNTERSUNK'.- ALLOWABLE SCREW PATTERNS,
4) THE STANDARD AND OFFSET CLIP MAY BECOUNTERSUNK THE INTERSECT ON U a
THIS SHEET. - . - i
�zg . z:
S)SEE'SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
INTO CONCRETEfCMU. INTO WOODISTEEIJAL
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO.THE SUBSTRATE, USE THE TRIANGWARrrRAPEZOIDAL
THE RECTANGULAR LOADING TABLES, (TABLE 6A�
LOADING TABLES (TABLE 6B). FOR FENESTRATION.PRODUCTS WHERE NOT ALL FOUR SIDESARt ANCHORED AND FOR ALL HINGED DOORS. USE
ON
A. LVNU IVIILLI�k P.E.
te
Go
z
.0
=1
_j
w
ILI
Z 0.1, 9
_j
X'
NOTE, THE ROW HEADING V OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY.
TABLE 513
STANDAROCLI� 2.0 3V .126'
6063-TO ALUM.
X-SECTION
6.50ir MIN.
2
MIN-371W 2.620" 4.760"
1.0615,
. V1.121Wf
'2" 2.63
,SALUM. J
31 Xr
1.13r
TOPMEW
f EXTERIOR
.7�40`
TABLE NC��E
1) LINEAR INTERPOLATION 13ETWEEN SIZES AND/OR bF_`SIGN PRESSURES
IS ALLOWABLE.
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP.
P . 3.129* x
Tilmilulatirrepazoldal LoadhV pffimalre owfe)
.WrAlum
Tube Mull
rib.
801n- .1
Go in
TO In
1 80 In
9DIm
10DIn
120 In
140 In-
n
Anchwerw
Stf-Vale type.
e
See Table 8
t
0-
�4
A
B'
C
_
A
0 :
k:'
A
B
-
C
C
'
A
8
C
A
13
Is
A
a
A,
8
1 C'
*Cffki.Fm
-
2
2
4
- 2_
2
2.
4
2
2.
[A
2
4
2
-2
4
4
2
2
- 4
2
2
1'4
2
2
4
2
2
2
1 4
1.2
2
4
.42 In
170
_L33
_
170
ITO
___
1N
170
1 7
170
119
170
170
lie
-
170
0
170
lie
-170
1 id
-
-
11.1
48 In
170
115
170
167
_L03
. L7O
145
go
'in
139
�91
1-70
1-35
E9
1-70
1-35
8-8
10
135
&a-
170
135
K
170
M17.
Iss
as
do
60.8251n
153
-
to?
-
170
-
145
-
95
-
170
-
I at
134
-
68
-
170
127
114
63
170
-
123
81
170
121
an
170
121
60
SO
"24
17C
27
12 1 1
170
121
60
17
54 In
I-
150
as
98
170
-
87
176
122
SO
170
� 114
-
6
170
111)
72
163
107
70
100
108
_u
0
ISO
too
70
11691
105
0
.169
60 In
-
131
88
_81
170
115
78
170
104
69
156
07
64
145
92
OD
137
69
68
is,
60
7
j,
'2'1
1PO
as
83
1 67
1 1281.66
-
-!-
-67
-
IN
wl;-
1-23
J131
1-70
1-08
7-1
1-61
0-7
at
145
OD
69
-1-35
ES
7aT
;22
78
1 51
1117
is
1 51
1 1171
78
51
117
68 In
118
70
70
170
'101
67.
151
at
60
121
-;0-
j_�L
1
106
72
47'
-
100
71'
1 41'
99
---
1.71
47
09
I.
1904
as
69
135
9-1
V
Its
LI
53
1011
75
1 49
at
-io-
04
1 68
_LO
43
1 78
62
40
72
60
'39
70
1 W
SO
70
all
as
'04
114
05
Be
97
76
so
ES
a]
so
64
42
70
61
40
415
w
37
SO-
'54
as
57
1154
1 3S
78 In
' 05
02
105
112
54
89.
73
67,
-
70
-
62
-
41
04
69
-
Be
-
So
---
54
3s
64
51
34
1
61
1 51-j
34,
00 In
68
53
Go
57
45
57
50
40
60
45
36
46
40�
-
34
-
40
-
37
-
31
-
37
--
33
28
33
aD
N
'30
20
26
So in
60
40
60
47
42
47
1
41
37
411-1
30
34
r3 0
-
33
31
-33
30
28
30.
27
28
24
24
24
23
2�
109 In
SO
29
89
33
33
33
*2
28
29
25
2k
1 25
23.
23
23
21
21
21
111
18
is
-16
is
'111 In
38
So
4;i
30
a T
30
20
20
26
___F
..
-
21
-
21
-
19
-
10
-
is
-
'10
-
1 a
-Ve
_W
_ia_
IS
120 In
28.
28
28
24
24
.24
1
=1
14 L
Is
F__r
to
IS I
Is_I
Is 1
15 1
16
r
X.265' TABLE6A
1.338'
Ais.
J
3.187. INTERSECTION 2.626'
U-CHANNELCUP
MULLION 6063-T6 ALUM.
WAYSUSE1 d) -0225-
6W3-T6ALUM. TOPVIEW
X-SECTION .265' JAL
4SCREWS
T PER CLIP' +jj
STANDARDCLIP
6063-176ALUM.
TOPIVIEW
7
-2.
1 as,
1.129-
0.312'
2.0
N.
INTERSECTION
U-CHANNEL CUP
6063-TO ALUM.
X-SECTION
USED IN MULL
INTERSECT-
S" IONS ONLY
EXTERIOR
T—A A TABLE 613
STANDARD CUP 2.. 0'
6003-To ALUm.
X-SECTION 1 126'
CO2ZMEE22ZZEZ
M!N..37W 5.600" 4.760' MIN.
2.620"L 1.065, 7
.376'
0.312"
3.262'
4AW
TOPVIEW
��SET CLIP
606346ALUM.' 1.762'
EXTERIOR
TABLE NOTES: .1 U
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES
IS ALLOWABLE.
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSE1
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND -CONTAIN "KILIM" H0
1.2W'x 3.1815" m
Rectangular Loading Deslin Pressure (lbarm
.285"Alurn
TWA Mull
Opening (voldcal or Horizontal)
50 In
1 60 In
70 In
I so In
so In
100 In
12D In
1 140 In
160 In
Awtvand
Substrate 7VP%
Sao Teble B
A
6
C
A
IS
C
A
B
C
A
8
C
A
S
C
A
C
A
B
C
C
A
IS' C
9 DIAnchors
2
2
4 j
T
2
_4
2
1 2T
4
—2
2
4
2
2
4
2
2
1 4
2
2,
1 4
1-2 J-2
4
2
42 In
lie
—
97
—
119
—
IOD
—
al,
—
log
—
99
69
89
�l
79
79
54
70
71
49
(71
60
40�
60
3c .4s
46 In
128
65
128
108
-----------------
71
117
92
61
108
a,
53,
99
n
47
90
�65
42
62
64
35'
68
46
1-30
98
4D 27 61
60.825 In,
—
123,
81
128,
-
102
67
—
120
08
68
111
77
50
103
eS
45
94
61
40
66
51
34
—
72
44
29
81
38 25 54
54 In
1115
1 76
131
98
—
63
—
123
02
6,
1
,
III?
64,1
Q
I Q6
67
38'
88
48
31
71
41
2r
61
1-38 24 64
60 In
-in
1031
68
135
86
—
57
128
—
74
49
A,,'-5
E4.2
i
43
28-
1;�
7
24
55
32 21 48
( 13 n
99
65
136
02
54
123
TO
46
1051
62.1
40
1 92
55
36
82_
1 49
32
74
4
111
.35
23
53
-
31 21 41
min
04
136
U
8
117
67
44
99
69
39
6�
62
34
74
74
47
31
65
39
26
65
34
22
47
29 19 41
72 In
as
67
12
112
72
�47
91
62
40
77
64
35
68
48
31
58
6,
43
28
51
36
24
.42
31
20
36
27 111 31
78 In
--Win
82
64
60
69
45
78
58
68
61
34
45
30
49
41
27
44
34
22
38
29
IQ
31
28 17 27
Ir
89
68
44
72
—
57
—
37
—
61
—
60
—
33
--
—
62
44
20
48
40
26
33
9
28
25 10 25
BO In
59
45
59
I,
48
38
48
40-
32
40
35
28
35
30
26
30
27
23
27
_!!_
9
1!;
1 Is
?E
49
40
41
40
35
4
33
3D
33
29
27
20
25
24
25
22
21
22
Tie
-19
IS
is
15-11
is
16
1981n-
108[n
34
34
34
28
28
28
24
24
24 1
21 1
21
1 21
18
IS
18
16
Is
Ili In
'
32
32
32
26
28
2B
22
22
22,1
1D I
--
--
-
'7
I l.t.
20 In
i
26
26
26
21
21
.
—
Trfangular/Trapozoldal Loading Design Poossum gbsfft�
.2W'Alum
Tube Mull
Opening (Vertical or Hodeantaq
60 In
1 00 In
70 In
80 In
I go
100[n
12D 1
I 140 In
IBDin
kO�and
substrate IYP%
am Tab9a a
A
0
C
A
a
0
A
C
A
IS
C
A
i
C
A
A
_
C
A
—
A
# QfAmh0m
2
2
4
2
2
1 4
2
2
4
2
2
4
2_2
4
2
2
1 4
2
2
4
2
2
4-
2
2
4
421n _
170
138
170
170
-128
170
1"
to
'170
170
118
170
170
118
170
170
1161
170
170
Ila
1 1701-170
110
170
170
110
170
48 In
170
lie
170
167
103,
170
141-1
170
189
111
170
135
So -
l7o
135
so
170
185
69
1170
135
1 89
170
IS5
89
'70
60.W5 In
183
107
.
170
—
145
—
0
170
1341,88
-
—
170
127
03
170
123
at
wo
121
80
170
121
OD
11701121
1 60
170
121
60
1.70
64 In
160
9B
170
lea
87
170
1
so
��114_
76
70
1
163
107
70
160
1 10�
70
-
159
IDS
?a
1159
108
70
1 169
60 In
131
66
170
116
76
170
104
69
64
145
J2
60
a 7
So
58
132
—
..60
67
120
as
s7
i2o
as
'6
157
b7
129
Win
123
111
170
108
71
101
97
64
1451
go
59
135
85
tD72
6 a
]127
a 2
64
122
78
51,
117
78
51
-117
78
51
117
so in
110
78
170
101
87
151
91
60
134
B4
56
122
79
52
1113
76
—
60
107
72
LOO
71
47
94
71
47
09
72 In
1104
59
135
at
60
115
81
53
IDI
76
49
91
7o
4a
84
68
79
62
49
72
60
39
-
So
1 60
39
701
78 In
Sa
64
114
85
68
07
78
so
85
60
46
---------------
77
64
42
70
61
40
68
Be
37
00
S4
33
57
64
25
58
78 In
95
62
108
B2
54
go
73
40
70
67
44
70
62
m
0
SO
38
50
64
5
54
at
34
61
.1
fil
34
51
00 in
so
53
so
57
—
45
—
67
—
60
—
40
—
6D
—
45
—
88
—
45
41
34
41
BY
31
37
33
28
83
SD
2S
30
20
215
28
68 In
60
49
58
41
42
47
-
41
37
41
38
34
3a
33
31
33
So
29
30
27
0
V
E15
24
108 In
39
39
IR-33
-L ---
—
—
-
23
23
23
21
2,
21
Is
18
'18
PIS
—
le
Ili In
35-
38'
20
26
26
23
—
23-1
23
—
—
—
21
--
120 In 1
28 1
28 1
28 1
24
24
7-
2-4
.
2-1
f21+21
IS
's
-!D—
16
-is-
Is
IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN'ON THIS SHEET.
6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION MET -CLIP MAY NOT BE COUNTERSUNK
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U
HODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATr=, USE THE
-TRIANGULARJTRAPEZOIDAL LOADING TABLES (TABLE 613). FOR FENESTRAfION PRODUCTS WHERE NOT ALL FOUR�SIDES
ARE ANCHORED AND FOR ALL HINGED DOORS. USETHE RECTANGULAR LOADING TABLES, (TA�LE eA)
ALLOWABL SCREW PATTERNS
INTO CONCRETE/CMU
INTO WOODISTEELIAL.
to 11 Id — —
E- 1111 - &I —
Ila
01 1
z
0
-1
_j
LU
a.
to
Z _j
L
X_
U)
'd
Fluchi. q
-.1aID-dePmd.cfCc.Imj
MIL(
Uj
Z_
ivro V. Z
S I
YNNIML
FL P.E.# 05
V'X.4"X.1i5uTUBiH1
MULLION AND CLIP TABLE7A ;t
J_:13W
"T
0-
4 INTERSECTION
11 IF
.12Y Ulc=ML.—
MULLION
1083-76 ALUK
X-SEaTION .125' 2W
661.-
4.750- MIN.
AM* 121V
SiANDAROCUP
0063-TO ALUM.
I TOPVIEW
-0
0-1.
. "A
INTERSECTION
U-CHAMNEL CLIP
BD83-TO ALUM.
X-S ON' 2.12V
I x 4-1123
Loading
Ratengular Doslan Promm (lbsrfF)
Alum. Tube
Mullion
. Cpaning [Varilul or Horlsontag
-
boln
soln
7 Oln
60 In
9D In
1
120 In
I 4OW
Anctior WW
Subs IWO Typ--
SM Tabla B
B
C
A
.0
A
C
A
B
C�
A
-
11 C
A
-8
C.
ISPABC�:sc-�
NdAd-
2
2
4
2
2
4
2-
2
4
2
2
4,
2
1-4
2
2
1 ' 4
2
2
-4
2
2
4
2
2
4
42 In
119
97
-119
109
111
109
99
6D
89
61
69
71)
54
70
71
49
71
60
40
60
81
.35
51
45
30
45
4816
120
GS
128
IOB
71
117
92
ei
loe
III
-as
es
72
4T
6D
65
42
@2
54
38
68
48'
30
1%
40
27
fil
60.925 In
123
81
128
102
'd
'12b
ea
65
111
77
60
103
65
45
04
Ot
.40
68
�pl
54
.72
'44
29
61
30
25
SW
C4 In
111
711
131
86
63
123
82
r
>4
s4
1%
72-.147
im
*
42
es
67
3s
68
48
31
71
-41
V
61,
36
24
54
So in
io3
w
135
m
S7
i2a
74
4p
m
es
42
is
67,,
li�
as
e2
34
?a.
43
2s
w
s7
24-
s4
32
21
47
63 In
99
65
135
62
rA
123
70
45
ID4
62
40
89
55
38-
78
49-
32
69
41
27
67
25
23
49
31
20
43
Win
94
82
138
78
151
1141
67
44
90
69
39
02
152
.34
12
47
31
63
39
28
62
34
22
44
29
19
39
72 In
w
57
118
72
47.
90
62
40
61
f112
64
35
70
45
31
61
43
28
56
38
24
4"1
31-
2D
37
27
33�
7� In
62
64
101
68
46
82
Sk
38
60
51
Sl
34
61)
45
30
52
41
27
45
1 34
1 22_1
38
10
32
29
17
11,In
10
62
94
68
44.
.78
67
317
84
60
33.
55
_�4�
20
48
40
25
43
33
22
35:
28'
IS
30
25
IS
Im In(
62
'45
02
51
38
51
43
92
43
37
N
37
32
25
32
29
23
20
23
1 19
23
2D
111
20
17
IWI n
51
42
51
'42
35
42
35
_
3D
35
30
27
30
27
24
27
24
21
24
19
IS
If)
16
15
J5
J18
all In
In
—
38
—
30
—
_WIN
I W
I 3D
1 25
25
25
22�
22
22
18
19
19
-;?—
171
III I.
1
ST
34
.
23
20
20
'120 In
27
__I
_
1 19
1.
19
19
IS
IS
OD
z
LU
(a
z
?4* .740' 1-- TABLE 7B 'co)
EXTERIOR
VANUARD CLIP 24W
.1211-
'0003-TO ALUM.
X-SECTION
I .
2W
czuzm&=
ALLOWABLE
SCREW PATTERNS
INTO CONCRETEICMU
'01-371V
MIN.
0.3jr
2 2r
3=*
�2A r
OFFSET CLIP
wowooDISTEEUAL.
6083-TO ALUIL
.376,
=0..
, TOPVIEW
. I
x
0
z
Mddo B,14
HOAft
M ;do 4C..
MISmIDOWd 1. duct owiful
TABLE NOTES:
EXTERIOR t z * *-
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR TIESIGN PREGSI RESISALLOWABLE.
.Sw
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
.125" 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND'CONTAIN UNUSED HoLE& IF NEEDED. HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GfVEN ON THIS SHEET. six F
4) THE STANDARD AND OFFSET CLIP'MAY BE COUNTERSUNK.THE INTERSECTION U-CUP MAY NOT 135 COUNTERSUNK-
6) SEE SHEET$ 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. ......
6) FOR FENESTRATION PRODUCTS WHERE ALLFOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE 1,437810NAL o"
TRIANGULARnTWEZOMAL LOADING TABLES (TABLE7B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES. LV&WWR"P.E.
ARE ANCHORED AND FOR ALL HINGED DOD*AS, USE THE RECTANGULAR LOADING TABLESj (TABLE 7A).
FLP.E.#68706
lx4m.126
-TrIanilutadrapaWdal "ding I i I . 1 .1
(Iwtr)
Alum. Tube
Mullion
Oonln
150
410 In
70 In
so In
Win
100 in
120 In
140 In
180 in
Anctiorand
.ubstrifelIM,
S. Tobl. 0
A
A
0
C
A
a
C,
A
C
A
A
0
-- C_
A
jil
C
A
0
6
A
A'
0
0
OolAnd—
2
2
-2
2
2
4
2
2
4
2
2
.4
2
2.
4
2
1 2 1
4
2
'2
2
4
4
2
2
4
42 In
"To
170
130
170
ITO
125
170
170
1110
�IM
iil)
1101
170
1 M
116
IM
ITO
1181
170
170
III
lie
,
170
ITO
115
170
170
116
170
4510
170
.116
170
157
103
-170
145
99
IM
139
01.
170
135
89
170
135
119
170
135
Sil
89
170
135
89
V0
IS5
89
170
60.M In
183
107
170
145
95
170
134
�170
127
63
170
128
81
1701
12!
8D
170
121
80
170
121
80
ITO
121
60
170
64 In.
.153
08
17D
133
87
170
122
_!L
89
170
114
75
170
110
72
183
107
70
160
100
70
T'.
1511
108
70
159
108
TO
169
60in -
131
08
170
115
Ta
1 1701
104
89
IW
67N
84
14S
92
00
137
09
58
130
85
57
125
68
67
IWS
US
57,
125
63 in
123
111
170
100
Tt
t
I
1 1611
07
64
1441
90
69
131
155"
56
121
82
54
115
78
51
108
78
Sl
100
75
51
108
IS
68 In
iIS
76
ITO
101
67
1 148
91
60
130
84
66
118
78-
62
'109
TO
1 50-
102
T2
47
as
?I
4-r
72 In
-104
08
143
91
60
122
61
53
107
76
49
98
70.
46-
eg
65
43
e3-11a
1 4o
-ra
to
3a
72
so
3a
72
in
68
04
121
85
W
103
7S
W
60
89
48
81
64
42
TAI
01
40
69
_68
37,
83
7a 1.
-95
111
62
[1.41
M
05
73
45
83
87
44
74
62
41
65
59,
3B
63
64
'35
57
5j
34
54
61
SN4
9D In
72
53
72
61
4s
I,
ei
as
4o,
ro -
--
a
-i�
47
43'1
34
43
39
31
29
35
211
35
32
28
32
31
2�
31
Be in
69
49
69
60
11
50
43
37
43
3B
34
38
35
31
32
29
32
_211
28
211
20
24
25
24
23
24
1081n
41
41
4!
35
35
35
30
30
30
2T,
2?
27
24
24
24
22'
22
22
19
19
19
17
17
17
18
16
IS
III In
38
38
ill
82,
32
32
28'
28
2a
24
24
24
22
22
22
20
20
20
17
AT
IS
120 In
30
30
30
25
25
26
22
22
22
19
is
17
IT
T��18
1 is
6"
N"
V X IV X.375" TUBE
MULLION AND CLIP
4.0 w
MULLION
6063-Te ALUM.
X-SIECTION .376-
szw-
L"WN-3 2.0 4.750
Cow
3.124!
INTERSECTON
TL
U-CHANNELCUP
063-76 ALUM.
TOPVIEW
�(D
I
INTERSECTION
U-CHANNEL CUP
16, 6063-76ALUM.
X-SECTION
2.1 IV
8A-
lx4n.375
Design Prassum jtb�ff)
Alum Tube
Mullion
Opening (Vartleel cy Hw4ontAQ
50 In
Go in
TO In
60 in
00 In
I lcoln
110in
Ancft
SubstrotoType,
SwTobl.
A -
B
C
A
1�8
C
A
8
C
A
B I
C
0
C
A
8
C
A
A 1
1.
C
C
A
0
c
A
I
0
�C
NdAmhm
2
2
4
2
2
4
2
2
4
-2
2
4
2
2
4
Y
-2
4
2
4
2
2-
4
1.2
.2
4
2
2
4
421.
ilf)
97
�Lii)
100
81
IN
be
69
90
89
61,
89
79
54
-70
71
49
71
_L
GS
44
65
OD
40
4
60
61-
35
61
43 in
�26
65
128
108
71
117
22
01
108
81.
63
89
72
47
go
85
42
82
.69
30
74
s4,
.35
0
68
'46
�O
58
40
27
61
5D.625 In
123
61
IN
102
67
120
efl
58
111
77
- 60
103
68
'45
04'
61
40
W
58
37
79
61
72
72
44
2D
61
38
25
54
64 In
116
70
131
08
63
123
62
64
1 116
72
1 47J
107
64
42
95'
BY
03
86
52
�34
70
48
31
31
7,
71
41
?7
61
38
24
64
60 In
103
88
135
68.
67
128
74
49
110
65
42
1 06
57
�18
Be �
62
34
77
41.
31
'70
43
'2B
2.
64
37
24
a5
32
21
48
03 In
99
85
138
e2
54
123
70
46
0'
1 1
02
40
1:02
56
36
82,
49
32
74
45
20
67
41
27
el
35
23'
-53
31
2D
48
68 In
�4
62
138
78
51
IV
67
44
100
69
39
85
52
34
a
71
47.
'31
70
43'
28
64
SO
28
68
34
22
99
R0
10
44
72 In
86
67
129
72
47
107
62
40
02
[.-
64
35
80
48
-31
71
43
28
64
39
25
58
39
-24
54
31
20
46
27
to
40
76 In
a2
64
122
63
45
'102
58
38
67
61.
34
78
45
30
68
41
27
61
37
24.
55
34
22
51
29
19
44
28
17
35
IS In
60
62
110
"
44
eg-
67
37
05
610
33
74
.44
29
66
40
28
59
33
24
54
33
22
49
28
10
42
25
10
37
OD In
69
46
'96
57
38
78
49
a2
55
43
28
57
28
25
60
34
23
44
31
21
40
29
19
36
25
118�
31
22
25-
9B in
05
42,
80
64
3S
65
45
30
55
40
27.
47
36
24
41
32
21
37
20
-10
33
27
30
2S
15
26
20
22
a
to:
16
Ica In 67 38 1 57 46 31 -46 39 27 39 34 24 34 1 ZO 1 21 30 23 1 19 211 1 24 17 24 21 16 21 15 1
20 to 20 17 1
III In 52 37 52 43 31 43 38 20 38 31 23 31 1 27 1 20 27 274 1 �2itV 17 22
kO3 12' 1201n 1 42 34 42 34 1 25 1� 34 1_!t_ �L4_ 28,1 26 21 1 25 1 22 1 19 1 22 19 1 17 1 19 17� 1 is 1-1 la to
3.124' .740' 1-- 144 In 1 24 24.124 1 20 1 20] 20 1 17 17 17 1 15 la 15
TABLE 8B
STANDARD CLIP
i7o
0
6063�76ALUM,
O_T
o
TOPVIEW
j -
EXTERIOR
I
-21DD'
STANDARD CU P
6053-76 ALUM.
ALLOWABLE
X-SECTION
r126'
-
SCREW PATTERNS
f ........
INTO CONCRETEICMU
4.T50*
MIN.
.37F
"I'D
I.ow
03ir
3.000'
INTO
WOODISTEELJAL.
2-1
Fr
owsa�r CLIP
8003-TOALUK
0
TOPVIEW
0
'Jig
........ .. .
" 111 id. but I z
I"
III.
Np7-%!-wA-ff -
tAlLolof towit Pnw.d tow.)
-0,
-'A
TABLE N0`rES* Sul
1) LINEAR INTERPOLATION BETWEEN SIZES ANWOR DESIGN PRESSURES IS ALLOWAS
EXTERIOR LF-
.614 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. z
3) ALL MULLION CLIPS MAY BETACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEED D, HOLES MAY BE DRILLED IN
E THE FIELD
,4, FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
11) 1 Kt: STANDARD AND OFFSET CLIP MAYBE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK
USE THE RECTANGULAR LOADING TABLES; (TABLE SA).
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FORFENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANdULARITRAPEZOIDAL,
LOADING TABLES (TABLE 89)..FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES,�RE ANCHORED AND FOR ALL HINGED DOORS,
D&dgn Pmmr* (11,04
ATum Tubs
Mullion
Opening (V-fd-1 a? Norimtell
.
1 5) In
60 In
70 In
60 In
- Win
100 In
110in
120 In
140 In
loci.
AmhwkW
SubstrideTyps,
See�Tsdo a
A
B
C
A
8
C
A
0
C
A
-
6
C
A
B
A
0
a
A
0
I
C
A
_
8
C
A
0
0
A
&dAMhMV
2
2
4
.2
2
2
2
4
2-
2 1
4
2
2.
4
2
2-
4
2
2
4
2
2
4
2
2
-4
42 In
170
130
170
170
128
170
l7a
Ile
i7c
70
lie
i7o
77o
lie
170
170
116
ITO
170
116
170
170
118
170
170
110
170
170
116
170
48 In
1170
116
170
157
103
170
145
95
170
139
91
170
'135
be
170
135
R
170
135
89
-vo
as
69
ITO
135
.69
170
135
09
170
61625 In
103
la?
176
146
93
111)
134
W
170
127
83
170
123
at
`170
W
00
1170
121
80
111)
M
80
170
121
90
170
121
-60
wo
rA In
1501
90
1 1701
133
007
1 i7MO
1221
60
170
114
78
1701
110
72
183
107
70
IOD
ID8
70
159
108
70
169
168
70
189
JD5
70
169
001n
131
68
1 1701
115
76
1 170
1041
69
1 15a
97
04
145
92
6D
137
89
53
132
87
67
130
Be
67
120
88
157
129
68
67
12D
.1n
123
81
1 1701
08
71
161
07
04
145
90
69
133
05
66
127
82
64
122
60
&2
110
78
61
117
781.
51
1171
To
I ki
117
as 1,
its
78
l7o
101
67
151
at
eo
138
64
65
120
70
52
110
70'
W
1!3
73
4B
109
72
47
107
71
4-1
IDS
71
1 47
.106
72 In
ID4
09
150
91
60
136
at
63
121
75
49
lit
70
46
104
00
43
09
63
42
'95
62
40
02
dD.
39
09
OD
9
as
76 In
88
04
148
65
59
121
?a.
aO
113
69
48'
103
84
42
90
611
40
81
EB
38
87
56
37
84
'64
38
81
64
'35
-601
In
95
62
141
62
64
123
73
48
100
67
44
100
62
41
03
69
38
87
W
37
.83
64
35
60
62
34
77
at
OD In
80
53
112
eg
45
ge
94
81
40
.
0
.
.
51
.
67
4.
61
45
30
57
43
28
54
40
20
50
39
25
46-
001.
74
40
92
64
412
77.
68
3r
6 7
51
34
60
41
31
64
44
29
60
41
27
46
39
29
44
28
274
40
35'
213
38
IDDIn
64
43
64'
54
57
54
47
32.
47
-�-3
41
-7B-
-2!
41
26
37
34
26-
34
32
=
42
1 30
1-22
3"D
2D
U
26
10
26
ill[.
0
41
69
49
.35
4D
43
a
38
3f
N
U
31
24
1 31
1 20
22
21)
1 27
1 21
1 V
19
24
22
22.
30
45
P9
$2.
39
28
-ST
20
25
30
V
23
27
24
21
1 24
1 :d
I I
D
17
19.
17
Is
IT
144 In
27
27
27
22
2n2
22
to
11)
19
4,
-
-
TX4"X*-25'TUBE TABLE 9A
olo-.
UINTERSECTION E 70
"T CR4NN
ELCUP .4 3r
0063-70 ALUK
MILIWON TOPVIEW
6063-75 ALUM.
F WAYSUSE
X-SECTION 65CR
INTERSECTION
.125' 1.17CHANNU CLIP,
BM-TOALUM.
X-SECTION
S INAfULL
ED
IN=SffCY-
ON" r-4215"
STANDARD C.P, 2.000- r
2.4 .25
I
Rodangel., Loading Dualon Prown
Alum. Tube
MuIllon
CpanIng (Vsnl�al orNo&owtoQ
-.50 in
60 in
To In
00 In
OD In,
IOD 1. - 1
120 In 1
140 In 1
160 In
,Anchwand
Sub.tml. TM.
Boo Table 8
A
S
C
I
A
-
0
0
A
I
'C
'C
ca
1091A-ch-
2.
9
1, 6
-2
2
a
2
2
a
2
2
0
2
2
6
2
2
0
1 2
1 2
0
2
2
0'
2
42 In
119
97,1
119
.109
81
log
90
so
go
81
89
70
54
71
1 60
40
60
51
35
51
45,
30
45
48 In
128
all
120
108
71
117
92
01
108
01
53.
99
72
47
00
65
42
62
54
35
88
40.
30
58
40
27
51
60.6" In
123
81
120
102
67
120
68
58
111
77
50
163
68
45
94-
01
40
as
51
34
72
44
22
at
Be
25
54
rA bf
�115
76
131
.08
63
123
82
-64
1151
72.
47
107
64
42
09
38
01
48
31.
77
4`1
27
6 . 8
88
24
57
WIn
103
61
115
50
11,
ull
74'
40
12D
65
42
113
57
38
108
62
34
99
0
28
66
U7
24
73-
32
21,
64
63 In
69
65
138
82
54
130
TO
45
123
aT
40-
1101
a5
88
109
49
32
103
41
27
69
36
23
77
31
2T
67
86 In
94
62
138
78
.51
131
07
44
125
69
'39
1111
1'82
34
112
1
47
31
105
30
?a
Be
34
22
78
129
'a
as
72 In
all
BY
140
72
47
128
621
40
129
64
3B
121
48
48
31
ID7
43
28
95
38
24
80
31
20
-60
27
18
co
4a In
82
54
142
68
45
136
88
38
131
51
34
114
45
3D
M
41
27
at
34
22
_78
20
f9
05
25
17
57.
713 In
80
52
143
so
44
137
57
37
127
fq
33
111
44
2D
90
40
25
89
33
22
74
28
10
64
25
Is
Be
00 In
6D
45
148
57
38
120
1
49
32
1 110
43
-28-
94
38
*
03
34
23
73
20
19
00
28
to
51
22
00 In
65
42
02
54
35
IDS
48
30
1.91
40
27
78
86
fia
24
32
V
61
27
18
6'
23
Is
2
20
so
100 In
57
3B
94
0
;1
77
at
27765
30-
24
all
32
21
49
29
10
43
24
10
35
21
30
18
28
1111.
55
_37-
Be
47
31
71
40
2OT60
35
23,
-62
31.
20,1.45
.20
18
40
23
15
3"3
so
Ra
17
24
120 In
52
34
80
43
-ill
68
37
2
1.
__i2
21
.17
""
T
21'
20
.11
22
is
1441.
40
28
40
33
24
33
28
__F28
2o
4
16
21
1 IQ
0
z
OD
0
UI
go
OU
E
U, f
OM-TGALUM. TABLE 9 1 B' a 21
XSECTION
pl2v
MIN..37W
5zo
4.7 MIN.
0-
ALLOWABLE
H 2
SCREW PATTERNS
r-
INTO CONCRETEfCMU
EL
O.+Q
(k,�
�
-
STANDAROCLIP
N&Vro &UK
TOP I �FIEW
0
0 1.0
a- 0,0 0
EXTERIOR
.0
0.
0
c
0
0,0
., It
x
C14 <
0
..............
X\ -�GeNsz
TABU� NOTES: '99,705 7 r_
INTO WOODISTEELJAL. 1) LINEAR INTERPOLATION BETWEEN SIZES I ANDIOR DESIGN PRESSURES ISALLOWABLE.
2) ALL M I- -
ULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN -UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
3)THE STANDARD CLIP MAYBE COUNTERBUNK� THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK
I I -) A, 63
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DES RIPTIONSANDI
NSTALLATION METHODS.
C 01
5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRA
TE, USE THE
r
TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 9B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES - "It, MONN-J,
ARE ANCHORED AND FOR ALL HINGED DOORS; USE THE RECTANGULAR LOADING TABLES, (TABLE 9A�
A� �NWALLgRl, P.E.
FL P.E.# 68705
x 4 x .23
PAIssuno Obalft?)
Alm. Tube
Mullion
Operdag(Vart!"lorlicrizontal) -
-
I -
Got.
Be in
70 [n
801.
90 In
100 In
120 in
140in
Ieotn
Andwoul
auhhale Type,
s.. Table B
A-
a
A
8
C
A
11
C
A
.0
C
A
' 5
C
A
13
4i
A
IS
C
A
C
A
0
00FA1101)(1111
2
2
6
2
2
4
2
.2
C
2
2
6
2
2-
0
2
2
4
2
2
6
1
6
2
2
-0
42 In
176
1381
170
170
1 20
170
170
119
170
170
110
170
170
.110
170
170
118
170
170
lie
170
170
7.
115
.170
170
118,
17
48 In,
170
1151
170
157
'103
170
145
90
170
189 1
01
170
135
611�
170
135
69
170
Ia5
89
`170
3'
135
[A
so
170
135
al
170
50.Mkn
163
�07
1 cro
145
25
ITO
134
93
170
127
03
170
123
at
170
121
80
170
121
80
170
1 21
121-
60
170
121
8D
170
54 In
150
170
133
1.57
1 1701
1221
100
1701
1141
75
1 170
110
72
170
1 107
70
1 170
100
TO
170
'ne
100
70
170
108
70-
ITO
60 In
1511
05
170
Its
70
170
104
Go
170
1 BY
1.04
1 ITO
02
A
1 1701
89
1 N
170
so I
BY
1 170
28
S.
.67
1701
66
57
170
63 In
$12381
170
100
7f
170
64,
170
GO
69
170
65
"a
170
02
154-
170
78
1 fit
170
Ta
70
61
170
TO
al
17P
so In
IIB
78
170
101
67.
170
91
60
170
04
N
110
70
52
170
'16
150
159
72
1 47:
I@f
71
47
139
71
47
59
-1.
114
69
170
91
60
170
[97
81
63
170
75
49
107
TO
46,
156
43
145
62
41�
138
60
Z9
134
60
SO-
04
75 In
so
Ba
64
170
63
56
170
70
60
170
�9
.48
165
64
42
1"
61
40
138
56
37
125
54
30
121
64
1 38
1 1201
781.
03
62
1 ITO
82
54
170
73
Te
48
164
87
44
150
82
41
1139
59
38
131
54
35
-,121
52.
134
115
51
1 34
1 114
90 In
so
53
170
�SD
45
154
61
40
US
55
28
121
51
34
110
40
31
102,
43
20
00
40
28
03
29
�25
1 111
a In
14
11
152
64
4�2,
128
fia
98
37
1111
51
34
09
47
31
9D
44
20
82
39
2a
72
311
24
66
35
2.
02
I DS In
E
108
58
37
89
49
32
47
44
20
1 68
1 40
1 23
1 62
1 57
33
22
49
3D
20
44
29
19
41
III In
63
41�
97
64
1
35
82
1 4 1
31
1 71
1,43
28
1 03
1.39
1 28
1 67
1
274
M
L
21�
45
20
19
40
2?
IS
37
120 In
58
83
77
49
64
43
28
1 66
1 39
49
1 S�
1 23
1 44
1
19
35
6.
28
144 In
_L4
_11_
44
37
20
Sy
32
23
I'll
1 28
11
I'll
1 11
1 11
1
20
IS
2"X &'X.25" TUBE TABLE'10A
IMULLIUNANDCLIP
— 0-
0 T
0
26V 5.c 3w.
5A37
MULLION INTE�SE
6083-TO ALUM CTION
U-CRANNEL CUP
X-SECTIONi 6063_76 ALUM. 0 o'
-ropviEw(
.125
Z
.01,
I - INTERSECTION
.126' U-CHANNEL CUP j$
AULI c%I
STANDARD CLIP X-aEOMON 2.1
6063-70 M.
8033-TO ALUM. -T BLE IOB' x
X-SECTION
126V
lzv
IMNL.375- MIN.
010
0,
.0.312—
+
2.r 'i.A )r
0
STANDARD CLIP
6063-TOAUM
TOPMEW 10 1 q 10 1
E E
xT RIOR
ALLOWABLE
SCREW PATTERNS
INTO CONCRETEfCMU
INT0WOOD/STEFLJAL.
M=nnnnnnnnnnnnnnnnnnnnnnnnnn
�000MOMMMEMMOMOMOMMMMCIIMEM
�mmommmmmmommmmmmmmmmommmmwo
�=0000=30MMOOMMOMMMMWOMMMMOM
KMM,MMMMME3l3ME3K3MMMMlMO00000130130MO
(0
x
04 0
9 98
M0 te
AN
roatitt,
�wltlfllll-
�YNN
AN
00
TABLE NOTES:.
o�USFD IN EXAMPLES
:
No. 58705
I)LINEAR INTERPOLATION ETWEEN SIZES AND/011 DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18.
a
2) ALL MULLION CLIPS MAYTIE FACTORY MACHINED AND CONTAIN UNUSED HOLES. I F NEEDED, HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.,
.�: �Q -
1),
" 0- . irz
3) TH STANDARD CLIP MAY
E BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK
c
- d . .
-TATKIA111
F
L
00
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLAT16N METHODS.
5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED THE SUBSTRATE USE THE
TRLANGIIJ.LARITRAPEZOIDAL LOADING TABLES (TABLE 10.9). FOR FENESTRATION PRODUCTS WHERE NOT. ALL FOUR '16 701VAL IE
SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE IOA).
f E.-
A. [�MIMILL12f�
FL P.E.# 68705
2.1111 X.125" TUBE
MULLI
TABLt 11A
Nil
r-I. . 26V-1
2A 18, - ..12V
MULLION
608346 ALOM.
X-SECTION
. RDWVT
-!.o 00
1.75V
.12
CLIP ANGLE
61183-TI)AWK
-TOP VIEW 0.312*
EXTERIOR.
END
2. C )Q-
CLIPANGLE 126"
683-TI)ALUM,
TABLENOTES
11.26"X2.11"A
Tuboiilull
Rec!omoutar Loacung 139�lgn Pionuro pbaWl
opening (Vertical or Horizontal),
all In
70 In
80 In 90 In IDDII 180 In
Anchor and
Substme Type.
Tablo
A
81'
A
6
C
A
B
B.
e A B A B C A a c
1'. - I t
"#ofAr&=
2
2
1 4
1 2
-4
2
2
4
2
2
.4, 2 2. 4 2 1 2 1 4 J- 2, 2 4,1
42 In
117
97
1171
-
is-
at
oe
81
eq.
81
70
at
70� S3 54 63
54 IN13 16 49'
56 -49, 66 35 3D 35-
-1
.45 In
so,
00
80
65
65
65
55
65
65
48
-
-48
48 42 4T Z 38 1,38 .;a
_3. 24 24 24
60.M In,
89
69
-69
66
I_ 68
.!Is
1'47
1 47
47
41
41
-
41_ as
, -35 32 32 32 20' 2D 20
-
64 In
5-f
57
57
-46
1 48
1 4S
1.30
1 39'
$9.1
34-1
�4
_38
84 SOC 3D 30 27 27 17 17 17'
I
42
42
42
34
U
34,
29
n
29
1 2�
1 t.25,
25 22 22 22 19 IS 19:
63 In
37-
37,
37
30
3D
30
25
26
26
1 2?
22
22 1 19 19 is 17 ly- 17
d601n
N In
32
32
32
26
28
25
22
22
22
19 Joe
is il, 17 .17 16 15 15
72 In
25
26
-25
20,
�21)
2D
17-1
17
.17
1 Is.1
Ili
s
76]n
in
78 In
2t
20
17
'17
is
15
15
Celle
24 cc
G!
0 lip I
z
0
:3
Co
W
z
U)
C4
z Ili
< x
TABLE 11B
o�
1): x 1 2.
(0)
0
CL 7-
Flo �daDcok
IgM1 DOX v .7.�
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 'LyNIv
2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAINUNILISED HOLES. IF NEED
..........
ED. HOLES MAY BE DRILLED
\r
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS S 'Em
HEET.
3) THE cup ANGLE "Y'BE COLINTERSUNK�-
4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTION'S AND'INSTALLA_T!ON METHODS I -Z . �* -lor
6) FOR FENESTRATION PRODUCTS.WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTR#E, USE THE
TRIANGULARITRAPEZOIDAL LCADING-TABLIES (TABLE 11B). FOR FENESTRATION PRODUCTS WHERE NOT'ALL FOUR U
SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES; &�IBLE 1 JA). 5
o STA E
�0 ......... . \4
�?/6NWF\1\'
-P'.E.
A. L144N '
�FLP.E.#68705
-o
7
:.i2r Alum
Tuba Mull
TrIAPIMlaffrapowiftl Loading- walan Pressure oballit)
oponlrig (Vertical at Norizerifol)
50 In
60 In
70 In
80 In
go in
10D in
160 in
AftchDrand
so Table 0
0-
C
A�
13
A
at
01
A
A
-
0,
7-
0.
-;f6fA-h0r8
-�2
12
4.
2�
2
4_
2
2
2
2
4'
-2
-2
4
'1
2-1
-4
2.
2
2
-4
42 In .
167
US
167
Iola,
1126
149
139
1119
139
135
Ila
135
134
116
134
-2
134
118
134
134
1
118
.1341
40 In
108
IDS
Ica
us
95
95
88
88
66
81
Ili
81
79
70
70
70
79
79
79
79.
79
a0.626 16
'91
1.01-
01
'79
79
.79
-12
7.2
67
8-1
a?
65
05
65
04
-64
64
64
.4
64
64
54 in
174
74
74
04
64
04
68
all
60
63
63
53
61
51
51
49
49
49
'49,
49
49
60 In
63
53
53
48,
-46
46
-41'
41
41
37
37.
'S7
3i
35
35
33
23
33
32
32
32
63 In
45
48
46
31i
39
39
�35
35
35
32
32
S2
20'
29
20
28
28
2 - 6
26
26
20
88 In
39
30,
39
341
34
34
30
-30
30-
i7'
27
27-
25
�25.
25
24
1 24
1. �41
22'
22
22
72 IW
30
31)
26
26
28
.23
23
23
20
20
20
18
Is
19
Is
1 19
1 Is
to.
16
IS
76 In
25
26.
25
22
22
2:1!
lbi
1.9
19
'17
K
17 .
-17
16
is
Is
IK-I
78 In
23
-23
23
1 20
20
2D
17
_17
17
16
10
Is
30*/3.29"TUBE BAY
M -&Ljot�A CLIP -rABLE 12A A.
_ND
126- EXTERIOR'
1.377":
.1 2V
'MULLMN
6-1- d ,, -325V
-UM.
J"
Rill,
2.000'
1.62V.=
--F-37r
C6PANGLrL
80113-76 ALUM.
Tgp%qEw
21 2"
1082.
EXTERIOR
USE 2 CAMS
PER MULL
2.000"
dLIFANGLiE' - I � -e.
600346 ALUM.' L
X-SECT
pit
L
71
TABLE NOTES:
1) LINEAR INTwoLAmaq BE-TWEEN'SiZis A14bJOR DESIGN PRESSURESIS ALLOWABLE.
2) ALL MULLION CLIPS, MAY BE'FACTORY MACHINED AND CONTAIN -UNUSED HOLES. IF
NEEDEd. HOLES mAY-sEDFILLED iNTHEfIELDFOLLOWINGDIMENSI
DNS GIVEN ON THIS',
SHEET.
�3) THE CLIWANGLE MAY BE CbUNTERSUNK,-
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR'SfDEs ARE ANCHORED TO THE
SUBSTRATE, USETHE TRIANGULAWRAPEZOIDAL LOADING TABLES (TABLE 12B)L FOR
FENESTRATION PRODUCTS WHERE NOT ALL.FOUR SIDES ARE ANCHORED AND FOR ALL
HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TAPLE,12A),
J
.25" �0.
30 D
2 WaignPreseuroubsM
AL"YMULL
Oponimb (Ver9cal
or Norizontil)
60 In
�70 In
80 In
04 in N
1: 100 In
I 'lloin
leoln,
Anchor end
Substn#eType.
Seeliable!)
A
13�
C
A
IS;
C
A
c
A
c
A -
-B
c
A
13
c�
A
ll� d
A-
'S
�C ,
folArchom
2
0
1 2
1 2
6:
2'
.0
1 2
2
.2
S'
2.
2
1- 6
e
-42in
119
'97
119
109
61
lag
go
as
99
60
61
09
79
70
711
49
71
66
44.
05
'72
4k
So'
45
49 In
1126
85 -
126
108
-71-
117
92
-61
108,
at
53
99
72
�47
651
42,
62
39
39
74
4D-
2?
51
P.625 In
123
8.1
�.128
102
87
1.20,
69'�
-68
Ill.
-77.
60
103
68
46
94
81
'40
[
SS
�00-
55
37
78.
18
25
54
in
115
1 78
131
98
63
1 1231
62
'64'r
1161
72
47
-107
64
Ai
[.�q.
99
57
39
91
j52
34
83
38
.24
57
60 in
103
08
103
SO-
U? .
1 1201.74
40
1201-65
Q
Its
'S?
38
as
100
52
34
69,
47
31-
20
32
21'
55-
63 In
99
66
138
62
64
1 1301
TO
4a
1221
02
-40
104.
56.
311
91
49
32
- 81
45
20
73
31
20
60
88 In
94
a2
136
Ts
�j
iill
07
44
-108
59
1 �9.
83
52
34 :
81
31
72
4&
2@
1 65
29
1 10
45
72 In
88
ST.
122
72
A?
100
62
40,
64,
54
is
72
49,
31
63
43�,
28
N
39
28
1 51
V-
I Ill
1.34 1
78 In
112
54-
105
so
4a
1,65
SS
W
U
.51
34,
62'
AS
30'
k
41
7
49
67
24
43
20
17
29
.78111
80
1 52
97
as
44
70
ST
.37
-67
50
33
67
20
150
40
25
45
36
24
40
25
18
-27
gain
64
_45
1 84
52
52
44
32
44
38
20
38'
33
25
'33
30
23-
30
27
.21
27
is
Is
-901n
53
42
1 W
43
35
43
37
30
37
i�
V
32
N
24
28
26
21
�'26
22-
19
22
15.
16,
108 in
w
38,
as
31
.31
31,
28
28
20
22-
22
?2
.20
21)
is
18,
is
Is
:Is-
IS
Is
11l In
33 -L8
JS
29.
?8�,
26
241,24
24
21
�21
21
is
18-1
-18
1 Is
Is
1.16
1 15
Is-
Is
120 In
.144 In
28,
16
28
18
.28
'16
23
22
23.
19
Is
is
IT
17
-
CL
z
to
L
&L
co
cm
Q
v'
�,
12
C,
TABLIE,i2B
12r 30 DE13.
T#anguINrFrrifp9xoIda1,LoadInq
'AL-BAYMULL
'-
opening (vertical
or Horizontal)
. -. 50 In
Gain
70 In
80 In
0 In
I 1001n-
110in
Asoln
Anabor and
Substiviellype,
See Table 6
A
a
c
IS
- c
A
'13
C
A
:13
c
0
C
A
Is
C
jk
0-
c
A
Is
C
'ClArchom
2
-2)
6
2
2
6
2
2
6
2
2
2
6
'2
2
6
2
2
6
42 In
170
l3e
170
17D
120
17�0
170
119
170
170
lie
170
170
lie
170
-170
110
_6'
170
170
_j_
110
170
110
1701
4SIn .
170
Its
170
167,'103
170
145
06�
170
139
91
170
135
69
170
135
081
170
131S
.60
ITS
185
go.
170
5D.W5 In
163.
IU7
170
146.-83
170.
IN
.88
170.127
83
170
In
81
170
121
80-
170
121
So
.170
121
80
170
-64 In
150
'88
170
133
1 67
ITS
122
A�D
1761
114.
75
170
Ila
72
170
107
1 -To
170
108
70
1170
108
70
1 170
60 in.
131.
Be
170
mi
78
AM
.1"
69
1701
97
"
170
82
60
160
89'
68'
152
67
-67
148
SO
0
1:148
.63 In
123
61
170
108
71'
170
07
64
.169
-91).
69
153
85�'
59'
142
02
64
1 184
1 00
52
120
70
61
128
68 In
116
78
Its
jol
07
166
'91
60
147
84
65
-183
TO-
52
123
70
50
1 1171
76
48
1121
71-
47
108
12in
-7qtn
104
69.
148
01,
60
i2a
ej
63
Ill.
.75,
is
ISO
70
46
92
68
43
85
63
42
62:
Go
39,
Te
VS
6-4
126
So
'50
108
78
So
03_
80
48
84
64
42
77
M
40
72
N
38,
68
e4*
35
'02
.7sin
95
02
115
62
64.,
88
73
48
-H8
_
'67
_
!L
77
62
41
'71
69
IS
so..
58
1 37
_S2
�l
341
6S
80 In
74
53'
74
03
45
03
55
40
55,
49
'38
49
44
34
44
41
31
41
38
1 30
-;5
:ESln-.
.81
46
fill
52
4?
52
45
37
45.
40
�4
40,
38
.,31
ilEl
33.
29
33.
31
27
31
108 In
43
f43:
43
38
38
31
31
31
28
28
20
25-1.25
26
23
-;;-
23
21
21
1'21,
111 In
39
so
�a
�3
-3�3
83
29
20'
29
25
2 . 5
216
:i!3
1 23
23
.21
-21
.21
120 In
144 In
31
18
01
1 IS
31
18
29
2a
16
28
13
1 22
22
20
.20
-21)
18 j
10
As
'10
W
Is
ELL
__N
Approved tb
I'lorm. 11 0 -
1�1 ML
I IN&
Miele- d, $'millet CanavoI
by -I
(NN fq
... qsv
65705
It
I PLO
N
A I v
LY
PL 58705
v
U
3,468'
.11217 EXTERIOR
46--
6063-TOALUm. 3.2 5w
X-SECTION
7
�.00v
C LIPANGLE:'-
6083-TOALUM.
-TOPMEN
R7 2A . W
0.3 1!--/
125'
F-
=XTERI
E
FND LL
2.Oow
Goes-TE
Tf
TABLE NOTES::-
1) LINEAR INTERPOLATION BETWEEN sizEs AND/oRDisioN ORESSURdriS ALLOWABLE.
2) ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF
--NEEPED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS ,
SHEET.
:3) THE CLIP'ANGUE MAY HE COUNTERSUNK
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATIONIMETHODS;
S) FOR FENESTRATION PRODUCT.SWHERE ALL FOUR SIDES ARE ANCHORED TO THE- -
SUBSTRATE, USE'THE TRMdULARrrRAPEzoiDAL LoApINGTABLES (TABLIE-135). FOR
Ractonplif Leading pasign Pressyrs pbwft)
_AL BAY MULL
-
- : - : - . _ . apshing (vertical orliodontal)
60 In
eO In
70 in
60 in
go in
loci
1101n
160 In
Anchat snd
S�"trvLja%
See
-A
6
C.
A
I", C
Ir A,
1111
C
A
8
C
A
.0
C
A
13"
C
A�
W
C
#GfAnc"
2
:2
8.
2-
2
-41
2
2
2
6
2
2
2
6-
2
6
2
2
0
4219 ,
11119
97
119
109
81
log
Go
69
so
�89
of
819
79
64
-79-
71
.49
.71:
-66
.44 .
'es.
'45
so
45.1
41]1�n
120
65
US
log
!!r
Ind
IDO
of
09
72
47
eD
-66
'42
62
So
So
74
'40.
V
27.
6
of
60.M In
123e.
81
.-128,
102
a,
ill
77
60
:103
So-
4
04
61
0110
60
�60
37
�78
88
26
r
'4'
64'
54 In
i16
1.76
1 i3l
98
as
123
64
IAIS
?2
47
1107
1 64'
42
1.99
57
38
91
52
I'S4
83
38.1
24
OF
"Spin
as
ISO
so
'67
128
74
49
1.120.
85
42-
113
157
38
106
62.
34
05'
47
1 31
-36,
'32 �
$24
:21
59
83 if
-09
66
138
62
'64
130
70
4d.
123
&
'4D
.112
-55
38-1
88
�19
32
87
45]
"
1.78
31
20
r
15,31
'3
68 In
84
02
IN
7111
Ill
131
ST
44
120
59
SO_
.103
52*
34
go
47
Of
il)-
-43
28
72
26i
,Q
IQ_
f
49
4.
pin
Sa
57
140
72
P47
114
-62
40
Ge
64
35
83
_48-
31-
7S
49
2B
or,
So
26
No
27
'.
le
as "
So
?e in
82
54
1201
68
�5'1
as
68
30
.62
of
3.4.
.711
80
62
41
27
65
07
24
.60
78 In
.60
52
Ill-
60
44
Ot
67
37
76-1
50
1 -33
88
44
SO
59
40
28
61
30
2�
'6_
901n,
a
74
67
38
so
49
32
' 61
43
28
44
$9.
25
88
34
23
34
30
21
.30-
V
9O.n
Z
60
ol
oc
4'
41
SO-
42
SO
27
36
32
24
a;-
2B-
'21
28
25
'10
26
co,
In
I
a.
te'
85
So'
2-71
30
28
24
25
23
21
23-
20
19
2D
-17
IS
Ill In
.40 1,37
1 :40
33
.81
33
.28
26
28
2�
23
� MO.
'19
6
19-1
17 1
IT
IT -
1201n*
32
32
1 32
2T
26
20122
22
2i
7ig
17.
'17
17
15
15
.1 -IN � in .911
te
Co
is
z
z
QUI
-w 0 C
co
x
TABLE-13B--�-- 0
p
with ft
plorldt, R VaR COO& %
Vati,
Miami vuldt p'.d
cow
'JNN
....... .. 4p
r_143e-7
Lu
Ujz
e+1
e
F ESTRAI ION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL q
INGED DOORS, USE THE RECTANGULAR LOADIN
__H G TABLES, (TABLE 13A).,
A,�YNM WIR, P.E.
FL'P.E.# 68705
f
am alom
TKWSUIN�117M PaZo Idol Loadip.9
ALBAymuLL
op&nl-g (ve'u"I Horfront.1)
fioln-, A
60 1w
70 In
81) in
'90 In
1001n
11110 hn
'Aimin
A
13
A
a �
C
A
0
C
A.
B
C
A
B
. C
0
-C��
A
-13
C
A.
0
NWA-11-
2
_2
6
2
2�
6
'2
2
0
2
2
6
2.
2
0
2'
2-
0
2
2
.0
2
2
a
42 1�,
170
189
170
170,1125
-17D
170
Ile
170
170
116
170
170
110.
170
170
118
170
170
116
170
170
lie
170
48 In
11/0
111115
170
157
103
170
145
98
170
13D
of
�170
lag
69
170
196
80
170
'135
ED'
170
35
.89.
00
61.625 In
lag
107
170
145
815
1701.
134
88
170
127
83
170,
'.123
Of-
170
121'
ED
170
121
60
170
121
80
170
�154 In
160
98
170
133
_±7
IN
122
80.
170
114
75"
1701
110
72
'1701
IN
70
170,
IDS
1 70
170
108
70
170
00 in
_131
66
170
115
TO
170
104
69,
'1710
07
64
170
1 �92.
.89
In
so
so
1841
67,
67
lb . 9
ea.
67�
fey
SO In
123
'61
Vo
IDS
71
170
97
04
171)
00
69
1651
03
68
153
62
54
1441
60
IS2-.1
139
78
51
138
oa Ifi
lie
'Irs
170
101
67
-170
91
so
104
70,
62
187
TO
60
1;!a
1 73
40
123
ll
17
1181
72 In
104
69
IM
01
OD
145
of
63
127
76
49,
1116
'10
40
loo
66
43-
10
IS
42
04
00
39
SO
76 b
06,
64'1
144
Gii
96
122
76,
6D
107
'69
45
95,
.64.
42
08
-6
40,
82
68
SO-
_78-
54
-
71-
78 In
as
.
62
1-1 33
82
64
1131
73
4S.
.99
'67
$a
-62'
41
sl
aq
so ,
75�
1159
37
it
.61
-54
64
'Win
60
63 -
05
60.
45,
72 1,
01
40,
[63
'65
ad
rA
61
1-34
51
47
31'
-_47
44
SO-
44
So
25
So
98 In
70
�49_
70
60
�Q
69]:
51
37'
61
48
S4
40
41
1 St
41
33
29
38
35
27
35
29
23
29
108 In
48,
Q
41
37
.41
311
32
30
=2
29
.32,
29120
25"
28
-24
23
24
19
19
I_Q
Ill In,
45
41
41
so
35
'38
33
31'
.3
29'
28
29
20
2.29-20-
'28
28
-24
2W
24
22
'122
'17'
17,
-
17
120 In
38-
38.
38,
21)
31)
17-,
30
17
30
17'
2B
13
25
IL
So
'28
15
28
23
23
21 '
21
21
10
19
111
.17
17
1.17
I
WMPL7E 1:�SINGLE VERTICAL M LLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.01-85.0 PSF.
I
.
A ORS
IN HEAD
1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, AN6HORISLIBSTRATE TYPE "C' WILL BE
OF
USED
iEME
'GEE
FOR BOTH ENDS THE VERTICAL MULLION.
te
FENESTRATION
DETAILS,
2 THE -MULLION LENGTH IS 60" AND THE OPENING IS 32'+32 =W. BECA66�11HE SILL OF THE WINDOWS ARE NOT ANCHORED THE TABLES USING RECTANGULAR LOADING MUST BE
PRODUCTS
SH
eHEETS.
USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH 00 2-114"AND WILL MEET OR EXCEED THE REQUIRED DESIGN ORESSURE OF
NCA
2-3
+80.0/-85.0 PSF WHEN USING THE "C"COLUMN AS DETERMINED ItiTHE PREVIOUS STEP. 10 THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
MULLION
FROM TABLE 3A, 8 - HEET 7, THE 1'X 2.76"XZ76"MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/.82.0 PSF AND WOULD NOT BE SUITABLE FORTHIS'
L
APPLICATION.
z
Go
0—
FROM TABLE 4A. SHEET 8. THE I'X 2.75"X.650'MULLION (LENGTH 60', OPENING 64P) HASA DESIGN PRESSURE +1-98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
0
-OF
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP.
_j
BECAUSE THE MULLION ADDS I- TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH 18 3r+I',+32'=6T. VERIFY THAT THE DESIGN PRESSURE �TILL
IS APPL'ICABLE FOR
THEADJUSTED WIDTH.
3_
3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USE6WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
NOANCHORSINSILL
"
- PRODUCTS- WILL APPLY TO THEE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
t:7
.ULLW
M ULL LWIDT-H
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TONULLION.
Q
OPENING WIDTH
-
z
L
Ll
EXAMPLE MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING
<
REQUIRES A DESIGN PRESSURE OF 450.0/-55.0 PSF;
MULLWOT14
1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANcHORISUBSTRATE
TYPE* WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE "C' (INTERSECTION U.CLIP) WILL BE USED FOR THE END
SEE
ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MULLION. FOR- BOTH ENDS OF THE wffricm MULLION ATTACHING TO CONCRETE TYPEWwjLL,
re
r
SEE
DETAILS.
SHEETS
BE USED.
ENESTRATION
PRODUCTIS
NOA
2`3
2) CHOOSE THE LONGER MULLION FIRST, FOR THE VERTICAL MULL, THE MULLION LENGTH IS 32"+72`�-'104" AND THE OPENING IS 39436 =72. BECAUSE THE FRAME OF
THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING. TRAPEZOIDAL LOADING MAY BE USEd. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT
0
I
rW L
LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL MEET, OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01:65.0 PSF WHEN USING THE W COLUMN As
DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE USE THE NEXT LARGER SIZE AVAILABLE. THE 2"X G'TUBE MULLION ON SHEET
14, TABLE.1.013, IMEErs OUR REQUIREMENTS WITH A DESIGN PRESSURE OF 488.0 PSK'NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP.
VERilCAL
-MULLION
L
SEE ---
BECAU BE THE MULLION ADDS 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED 0 UCK WIDTH IS 36" t2-iW�--74".-VERIFY THAT THE DESIGN PRESSURE IS STILL -
a
DETAILS,
SHEETS
DETAIL E,
SHEETS
APPLICABLE FOR USTED WIDTH.
THE ADJ
OPENING
FOR
3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 36" AND THE OPENING IS 32.+72--104". BECAUSE THE FRAME OF THE WINDOWSAREANCHORED ON ALL 4-
NORM
MULL N 72,
r //
SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAYBE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'
1 AND WILLMEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.01-65.0 PSF WHEN USING THEW COLUMNAS DETERMINED INSTEP 1. IFTHE TABLE DOES NOT
---
SHOW THE EXACT SIZE, USE TH E NEXT LARGER SIZE AVAILABLE. THE I - X 2.75' X..37V TUBE MULLION ON TABLE 3B.. SHEET 7 MEETS OUR REQUIREMENTS WITH A'
DESIGN PRESSURE OF PSF. NOTE THE NUM13ER OF ANCHORS REQUIRED IN THE CLIP.
SEE
BECAUSE THE muL06N ADDS I" TOTHE HEIGHT OF THE MULLED UNIT. THE ADJUSTED BUCK H EIGHT IS 32'41 *+72--105". VERIFY THAT THE DESIGN PRESSURE IS Ski.
Approved it# complying Wth (w
Flarldall n8ccd,7
DETAILS.
APPLICABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT THIS -IS A DIFFERENT MULLION THANTHE VERTICAL MULLION. OPTIONALLY, THE SAME MULLCOULOSE USEDAS
SHEETS
2�3
LONG AS THE FINALDESIGN PRESSURE REQUIREMENTS ARE MET.
4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CLIP DETAIL FOR THIS
MULLION INSHEET 7. ANCHORS SHOULD BE 412 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE B, SHEET 3.
MHON
L I. IH
HORIZ_
L..T.
r FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:
IN 7//
L�
FROM
EN
OPENING FOR VERTICAL MULL
+1-86.0 PSF THE VERTICAL MULLION;
I
I . lr
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROMTHE 35"HORIZONTAL MULLION ATTACHING TOTHE VERTICAL MULLION (INTERSECTION).
140. 66705
THE LOWEST DESIGN PRESSURE 15 +/-88.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS,
G)WRIFY THE DESIGN PRESSURE FOR THE FENESTIiATION PRODUCTS USED WITH THIS MULLION sysTr
zm. THE LOWER DESIGN PRESSURE, OF MULLIONS OR
FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSUREREQUIRES THAT TH E BOTH THE MULLION AN D THE FENESTRATION
PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOM LLI
U ON.
N I
L.
E.# 705
MIAMI- -DADE COUNTY,
MIAMI FLORIDA
METRO-DADE FLAG,LER BUILDING
BUILDING CODE COMPLIANCE OFTICE (BCCO) .140 WiST-FLAGLER STREET, SUITE.1603,
PRODUCTAPONTROL DIVISION MIAMI,:FLORIDA 33150 -1563
(3.05) 375-2901; FAX (305) 372-6339
C9 (NOA), www.maimidade.gov/biifldin2cod6
NOT -ICE OF, ACCEPTAN
PGT� Indu tries
1070 Technology Drive
Nokomis, FL 34275
c
&OPE:..'r
This NOA-is being issued under the applicable rules. and re' lati go g the use of construction
gu ons vermn
ty ct Control Division
materials. The documentation submitted has been reviewed by Miami -Dade Coun Produ
C andother areas
-j' and addepted by the Board of Rules and Appdali'(i3bRA) to be us�d in Miami I?4de ounty,
whereallowed by the Authority Having 4risdiction (AHJ).
This NOA shall not be valid after the expiration 6fe stated'beloW. T he Miami -Dade County Product Control
Division (In, Miami: Daae County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have'this product pr�matefial testdd for quality assurance purposes. -If this product- or: material failsJo.
p rf Will- mic'I of such testing and the'AHJmay
e orm in the'* acceptedmanner, tltp'manufacturei �7.thd expense
ach produd,& material withintheirJurisdiction."BokA
immediatelyrevoke, modify, or suspend the use,of si
�,,rcscrves the right to _fe�oke..this acceptance, if it is d6termm''ed by, Miarni-Dade County Product Control
Division tfiatWis product or material fafis to -meet the -re4uirenient& of the applicablebuilding code.
This, product is approved as described herein,' and has been designed. to comply With the Florida Buildin
9
Code, includin the High Velocity Hurricane Zon
DiSCRI'P'TION: Series�,IISII 500Vinyl1.1WhftePVC Single Hung Window-.;. L.M.I.,
AiPk0VAL DOCU'MENT: Drawing.N6. 5191-1,' titied, "Vinyl S ) i . ngle Aung Window Impa 1 6 . t k 7) , sheets I
through1l of,'l,-1, dated 08/07/08 with revision 4s" dated- 12/18/08, prepared by manufacturer,. signed and
96aled by Robert L. Clark, P.-E., bearing the Midmi-Dadd County Product Control Approvarstainp with the,
Notice of Acceptance number and Approval date by the Miami -Dade County Product Contfol Division;,
MISSILE IMPAft RATING: Large, and. Small Migsile Impact iesistant,
LABELiNG:'Each unit shall bear a permanent label with the manufacturer's name or logo, cfty,.state'and.
d"i 'unie, ss otherwise noted here"
following'ttatement: "Miami-,D4de County Product Control Approve in.
RENEWAL"of this NOA shallb.e considered. afti.a -renewal. application has been file&and thefe.has -been.
no. change,'in the -applicable building code negatively affdcting the.pdrf6rir�&e of ffil,s product.
TERMINAT16N of this NOA, w 11 occur aftdrthe expiration date or ift�ere has,bech a re'vision:or change
-ocess. Misuse of this NOA as an, endorsement of
in the materials, use, arid/or 'manufacture of -the product or pi
.any product, for sales, advertising or any other'purposes- shall-ati'tornatichIly terminate this NOA. Failure' to
com ply With any �sect I ion of this NOA shaft because fbr�terrnmation and removal of NOk�,_
Th6,NOA number precede . d by the Words I Miami -Dade-County,fl . orida, and, followed-
-in,advertising literature. If any portion of the A splayed, then_
by the expiration date may be displayid iidi
it shall be done in its -entirety.
INSPECTION: A copy of this,entire-NOA shall be provided to the user by the manufacturer'or its
distributors and shall bq availabl6for inspection at the job site at the request of the Building Official..
3his NOA consists of this. page I and evidence pages E- 1 arid E-2, its, Well as approval document meh0ohed
abo
ve.
4he submitteddocumentation was reviewed by Nannel Perez, P.E.'
< NOANo.08-0820.14.
MIAMMADECOUNTY ..Expirition Date: Janua4 08' 1 2014
A�proval Date: Jaiduary 08, 2609 -
..page 1
PGT Indu'stries'
NOTICE OF ACCEYrANCE: 'EVIDENCE SUBMITTED.
A. DRAWINGS
1. ' Manufacturer's die drawings and sections.
-2. Drawing No 51914, titled "Vinyj Single Hung Window Impact", sheets 1 through 11
of 11, dated 08/07/08'with revision "B" dated,, 12,/18/08, prepared -by manufacturer,
signed and sealed, by Robert L Clark, P,E.,
B.' TESTS,
1. Test reports on: 1)..,Air -Infiltration Test, ) ppr FBC, TA:S 202-94
2) Uniform Static -Air Pressure Test,'Loading per FBC TAS 202-94
3/)Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS- 201-94.
5), Cyclic Wind Pressure Loading per FBC,TAS- 203-9.4
6) Forced Entry Test, per FB,C 24113.2. 1, TAS- 202-94
along with marked u drawings, and installation diagram of a vinyl,fiked. window,
-UP
piepared by Fenestration Testing Laboratory, hie., Test Report No. FTL-5710, dated'
08/13/08, signed and sealed.by'Carlos S. Rionda, P.E.,
2. Test reports on: 1) Air -Infiltration Test per FBC, TAS 202-04
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5),Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS, 202-94,
along with marked -up drawings and installation diagram, prepared by Architectural
Testing,'Inc.,'Test Report No. ATI-94576.01-40147, dated 1'0/31/08,,sigiied -and
sealed by Joseph A. Reed, P.E. (For Reference only)
C.- - CALCULATIONS
1. Anchor verification calculations and structura ' I analysis, complying with FBC-2004
and 2001, prepared by manufact�rer, dated 11/25/08, signed and'sealed by RobeA L,
Clark, P.E.
J
-CompHes with ASTM !EISOO-02/04,
D. QUALITY ASSURANCE
1. Miami'Dade-Bu.ilding Code Compliance Office (BCCO).
M ) aniief PerezI/M.
Product Controi ExakLn
NOA IN6.08-0820.15,
Expiration Date: January 08, 2014
Approval Date: January 08,2009
E-1
PGT Industries.'
A
NOTICE -OF ACCEPTANCE:., EVIDENCE SUBMI-TtED'-
E. MATEkIA CERTIFICATIONS
A. Noticei�fAc6eptanceNo. 05-1208.-02-issiiedto RI. DuPont DeNem6brs & Co.,.In
n -0.
.1or"their 'MuPont -Butacite PVB, Interlayee' dated 0 1/05/0,6, expiriAg o ' 12/11 /1 4,
-No I of A'cceptance,No. 06-1220 .01.,issuedt6:Spectus'SysteW—AMikTon
2. i1ce
Company for their, "White Rigid PVC Exterior Extrusions for Windows �nd
Ddors.'AtItted .6-1/11/07,expiring-on. 12/26/11
STATEMENTS
ormafico, daied August 12, 2008, signed and,sdaled.by Robert
0* 1. Statement,letter of conf
L. Clark, P.E.
I - signed and. scaled -by
2'. Statement letter of nol.fin.ancial. interest dated August t2, i008)
Robert L.blark, P.E..
Lab6ratory corr�liance� letter for Test.R46rt, No.' fft-6710', issued by Fenestration
Te�ting Laboratory, Inc., dated:08/13/08 'signed and sealedby Chrlos S.'RiondA, P.E..
OA.140-47, i"
4. Laborator -T st Re�ort_ no. ATI-84$7 issued by
y compliance, lette for e
`Architect�ral Testin "Inc., 'ditod October 31, 2008; signe4,,andl--se ed. by Joseph A�
91
Reed, P.4- (For Riforence only.),.
G. OTHERS,
1.. None-
e
Manuel P
iroduct Control i
8
NOA No. 08.0 .15
Expiration Dafe: JanuiryO8,2014
D te"
�pprqvil a..: Januar
_,y 08,2009
E - 2- -
NOA DRAWING TABLE OF CONTENTS
GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS SHEET
11 . - - .......... ........
GLAZING OPTIONS: , - . I I � - - GENERAL NOTES .........
A. 314- LAMI I.G."GLASS COMPRISED OF (1)_LfTE OF 1/8' TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6116'LAMINATED GLASS WHICH is COMPRISED ELEVATIONS ...................... ................. 2
OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS ............................... !..'. 3 -
�.B. 7/8"LAMI I.G. GLASS COMPRISED OF (1)LITE OF 118"fEMPERED OR ANNEALED GLASS' AIRSPACE AND 5/16'LAMINATED GLASS -WHICH IS COMPRISED GLAZING DETAILS ................................... 4
OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB.._ SECTIONS, I.F. FRAME ............................ 5
SECTIONS, BOX FRAME .................. * 6
2. CONFIGURATIONS: 1/1 AND PROVIEW PARTS LIST ............................................... 7
EXTRUSION& ............ i .... ! ........................... 8
3. DESIGN PRESSURES: -701+60 PSF (ALL GLASS_�TYPES LISTED ABOVE) ANCHORAGE SPACING, BOX FRAME ... 9
ANCHORAGE DETAiLS. BOX FRAME..... 10
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. ANCHORAGE DETAILS, L.F. FRAME..: 11
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE A.�D GLASS TABLES ASTM E-1300-02.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED.TO STEEL
SCREWS, THAT COME INT61CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION."'
s EE SHEE TS 9 THROUGH 11 FOR ANCHORAGE DETAILS
5: SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'.
6. REFERENCES: TEST REPORTS FFL-571 0.
ANSI/AF&PANDS-2001 FOR WOOD CONSTRUCTION
ADM-200RALUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS BEEN DESIGNEDA. TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
A
Date
,,A
RevWB)I. Vft R-W—
D.G. 11125108 A -PER MIAMI-DADE LETTER DATED 10/31/08
R�"B)r Da= 1070 TECHNOLOGY DRIVE _X* GENERAL NOTES
D.G. 12/1SW 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275
Sig Pd Impact ob rt L Clark. P.E.
r M.— Vinyl Single Hung Window, Large Missile
P.O. BOX I ' P I IV K-. . IT,;:— . - PE#39712
mq�. CY—*.d8y. Vb. NOKOMIS, FL 34274 1 isibly Derter E
D.G. 8107108 SH500 NTS 5191-1 B Structural
Z_ 55.�]W FRAME 0_.D.
52 1/8" MAX.
52 118" MAX.
48" FIXED WIDTH DLO
48" FIXED WIDTH DLO
6n SEE SHEET 9 6' 1 F 4 118" O.C.
MAX. FORANCHORAGE--. MAX. Typ. MAX. TYP..
REQUIREMENTS
7
MAX.
33 314"
k 33 314"
FIXED FIXED
HEIGHT DLO HEIGHT DLO
75- 76.1
MAX. MAX.
j2
F
z
1i w 10"
LU 0 M 781/4'
J: LLj MAX.
w
LU
(o LU
0
ILL
FRAME
EO z
0 1 O.D.
<
Z/ 33 3f4" 33 314'
BASH SASH
HEIGHT DLO HEIGHT DLO
6!"' 2 114"
MAX. M X
45 314"SASH'WIDTH,DLO 45 314r SASH -WIDTH DLO MAX.
Typ
BOX FRAME- INTEGRAL FIN
MAX. S12E 62.-126"X 7.6" MAX. SIZE 52.125' X 75"
NOTE"
1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10.
2. FOR INTEGRAL FIN FRAME'SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE,SHEET1.1.
R.�d Sr. 1.
D.G. I D11125MB IRA ' PER MIAMI-DAD I E LETTER DATED 10131108. ELEVATIONS
Rma 0), D.&, R.119— 10711 TECHNOLOGY DFUVE
D.G. IPJ18MB B ADDED 10"MU.DIMENSION TOBOXFPAME ELEVATION NOKOMIS. FL 3427
Vinyl Single Hung Window, Larje Missile Impact
RO. BOX 1529 J�t JDt�W 51-1 Ro A L Clark, P.E.
NOKOMIS, FIL 34274 %rw, ]S�bl 11, PE #39712
$H500 NTS 'Z 9 _1 sbuctursl
B
D.G. 067M
I I
I I
—3/4" OVERALL GLASS NOMINAL —314'OVERALL GLASS NOMINAL
—5116" LAM] GLASS NOMINAL —5116"LAMI GLASS NOMINAL
1/8" ANNEALED 1?8" ANNEALED
GLASS GLASS
AIRSPACE AIRSPACE—
.090 DUPONT .090 DUPONT
118'TEMPEREID I OR PVBINTERLAYER '118"TEMPERED I OR --PVBINTERLAYER
ANNEALED GLASS ANNEALED GLASS IiWANNEALED
—118'ANNEALED
GLASS 7GLASS
3 OR OR
5 35
V
1/2" NOM I/Z. NOM
39. GLASS BITE 39 'GLASS BITE
41
OUTSIDE- OuTsmE
OPTIONAL
Jr
A
4 3
OPTIONAL
FLANGE FLANGE
3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL
WITH 5/16" LAMI GLASS AND 1/8! " CAP WITH 5/16" LA MI GLASS AND 1/8" CAP
BOX OR INTEGRAL FIN FRAME BOX OR -INTEGRAL FIN FRAME
(BOX FRAME -SHOWN)' (INTEGRAL FIN FRAME SHOWN.) J
S. 1125VB A PER M14MI-IDADE L ETMR DATED 1013 11011 GLAZING DETAILS
�—w mm..- , R�� 1070 TECHNOLOGY DRIVE
1. - 12ji6voa B NO CHANGE THIS SHEET NOKOMIS, FL 34275
way. D.Tai Rv&4,—: - I
P.D. BOX 1529 Vinyl Single Hung Window, Large Missile Impact Ro fart L. Clark, P.E.
T"W ch.&.day wh'. NOKOMIS, FL 34274 Visibly Befie'r PE #39712
8107ID8 SH500 Full 3 11 5191-1 Structural
D. G. m0w 1� 5
/8" OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL
—5/16" LAMI GLASS NOMINAL
-75/16" LAMI GLASS NOMINAL
1/8"ANNEALED 118* ANNEALED
GLASS
GLASS
AIRSPACE=— AIRSPACE---L- —
;090 DUPONT .090 DUPONT
I la" TEMPERED OR PVBINTERLAYER. 118"TEMPERED OR PVBINTERL.AYER--
ANNEALED GLASS ANNEALED GLASS-
118" ANNEALED 1/8"ANNEALED
GLASS GLASS
31 OR 31 OR
11T NOM 1/2'NOM
GLASS BITE L&SS SITE
-40 UL 4 , 0
OUTSIbE OUTSIDE
E�F]
rw PA
-4 3,
OPTIONAILT. I OPTIONAL
FLANGE FLANGE
7/8" LAMIJ.G. GLAZING DETAIL 7/8"-LAMI LO. GLAZING DETAIL
WITH 5/16" LAM I GLASS AND 1/8" CAP, WITH 5116" LAMI GLASSAND 1/8,, 6AP
BOX ORINTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME
(BOX FRAME -SHOWN) (INTEGRAL FIN-FkAME SHOWN)
,1251,,8 A PER MIAMI-DADE LEMR DATED 10131M.
MV. R..*Ii�: I - 1070 TECHNOLOGY DRIVE :30, GLAZING DETAILS
O.G. 121118108 B NO CHANGE TJ41S SHEET
NOKOMIS. FL 34275
P.O. BOX 1529 Vidyl Single HuqR Window, Large Missile Impact obe L!Clark, P.
D.- ch-Away. -Dt. NOKOMIS, FL 34274 viwb& Beff.r E #39712
SH500 NTS 4 Struclural
D.G. 08107108 1 D 5191-'
—MAX. DAYLIGHT OPENING SASH—
,OPTIONAL.
3 1, 32 12 FCANGE
35 36
A
0
41
3.2
40 41
m
DAYLIGHT
OPTIONAL 31
OUTSIDE OPENING,
40 41. FLANGE
FIT 2
32
---MAX. DAYLIGHT OPENING FIXED— 35
TYP. I -
-----MAX. WINDOW VVIDTIr+-
36
HORIZONTAL SECTION
(INTEGRAL FIN)
K4X. 5
WINDOW
40 41 HEI 37HT
6
MF
DAYLIGHT
OPENING
SASH
APPMW*d 0 colmoying wuh the
13
.40 41 MAN
HOT
'7 WELD
HOT WELD CORNER ASSEMBLY VERTICAL SECTION
3
(INTEGRAL FIN) (INTEGRAL FIN)
wvw By. D.W:
D.G. 1112510 —A PER MJAMlDADELr:TTERDArZD 10/31/0s' INTEGRAL FIN FRAME
'01—ld —Ily — ECTIONS,
11970 TECHNOLOGY DRIVE
"a 8 NO,CHANGE THIS SHEET NOKOMIS, F:L �4275 f
mz— -z—... nCe Hung Windt Robert L. Clarie, P_E.
'T WhittSi 7v�, Large Miasile Impact
NOKOMIS. FL 34274 Visibly X-me.- PE 439712
08107108 Haff 5 Structural
D.G. SH500
—MAX. DAYLIGHT OPENING SASH-
2 OPTIONAL,
31 32' 12 FLANGE
2
n n
2,
0 40 1
3.250
40 41
OPTIONAL DAYLIG HT 31
OUTSIDE OPENING
FLANGE
FI D
32
1.948
TyP. -------MAX. DAYLIGHT OPENING FIXED .35
�--�MAX. WINDOW WIDTH— 36
HORIZONTAL 8ECTION
(BOX FRAME) 5 9
WINDOW
HEI 32HT
6
M
40 41' DAYLIGHT
-OPENING
SASH
2
13'
40 -41
—HOT P404P C -42V
WELD
4
(BOX FRAME) BOX FRAME)
HOT WELD CORNER ASSEMBLY VERTI*CAL SECTION
R-d Oy Dd�. R&AW—
D.G. 11125MB A PER MIAMI-DADE LETTER DATED *31,V8
R—dw. DTtz— R 10?OTECHNOL SECTIONS,. BOX FRAME
O'3y OPJVq
D.G. 12118108 a NO CHANGE THIS SHEET NOKOMIS. I-IM216
Vinyl Single Hung Window, Large Missile Impact
P.O. BOX 1529 Robert L. Ctark, P.E.
OW
Chk�"Y. NOKOMIS, FL 34274 Visibly Rvif& 5191 P�,139712
BY., 0.1. 61 structural
D.G. 08107106
ITIEM
DWG NO.
PART #-
DESCRIPTION.
1
9521,
65163
INTEGRAL FIN FRAME HEAD & JAMB
2
9871
.69871
Eox ripwvE HEAD &.KME
3
9520
65164
INTEGRALIFINFRANESILL
4
870
69870
BOX FRAME SILL
6
7940
65102
FD(ED MEETING RAIL
6
7126.1
65103
MEETING PAL REINI:ORCEIVENT
7
7942
65109
SASH STOP
8
8873
65117
BALANCE COVERS
9
7092
65105
SASH INTERLOCK
10
61644VV
VVSTP., . 187 X.270 FIN SEAL
11
7092.1
65114
SASH REINF0RCEVIENT
12
7093
SASH SIDE PAIL
13
7745
65113
SASH LIFT RAIL
14
1669
71669SP
IVIR SUPPORT PLATE
15
15B110
71694
TLT13ALANCESHOES
18
1686
7FR-PSSPF
PIVOT BARS
17
7masLAW
CAM SWEEP LOCK
-.18
76133SLKVV
CAM SWEEP LOCK KEEPER
19
.79803M'
WEEPHOLECOVER
20
7675MM
RHTLTLATCH 7-
21
7675LHIL
LH TILT LATCH_
22
71669SP
ALUM. SCREW SUPPORT RATE
23
71038W
iWA—LL HoLE FLLr.
24
716114K
sETTING BLOCK
25
716S4AK
SEITNG BLOCK - SELF ADHERIVE
26
75X1FPTWX
6XV FH7WH(410SSPAINTE[))
27
7612FPW
6X1/2"F1H(410SS PAINTM)
28
76X?TPA410X
6X2'THVIWLSCF?&VSS
29
j78X114FPAB41DXj#8X
1114'
30
1
—8XIFPAX - I#8XV
ITEM
DWG NO.
PART #
-DESCRIPTION
7/8" LAM I.G. GLASS: 10TEMPERED OUTBOARD -
31
AIRSPACE- 1/8" ANNEALED -.090 PV B INTERAYER-
718" LAM I.G. GLASS: IM"ANNEAL.ED OUTBOARD-
32
AIRSPACE- 1/8"ANWALED-.090 PVB INTERIAYER-
1/8"ANNEALED (5116- LAM)
33
34
3/4" LAM I.G. GLASS: 10TEMPERED OUTBOARD -
35.
AIRSPACE- 1/8"ANNEALED-090 PVB INTERLAYER-
118"ANNEALEI)(5/16"LAPM '
314'LAMILG. GLASS: 10 ANNEALED OUTBOARD-
36
AIRSPACE- 1/8"ANNEALED-290 PVB INTERLAYER-
118- ANNEALED (5116' LAMI)
37
38
39
SLICONE DOW 1199
40
6492
65112
GLAZING BEAD
41
8483
65148
SDLGLAZNGBE4D
V-
035J ITEM 4.09
I.G. BEAD
MATL: White Ridged PVC
by IAKRON lndtfstries�, Inc.
DWG NO. 6492
ITEM 41,
SDLBEAD
MAT'L: White Ridged PVC
by MIKRON Industries, Inc.
DWG NO. 8483
.4 40 A10-
71
870-1
:080----1
1135 050 N Alpiomwed a§,rAmtAyLqg �61111 the,
Fludida ft, :og C
-7 .1.(47 D=,�
1 1 ri Y080- - _pj_ 0
71 VDA0 -
r.076 Magq�-
.063—l'-
ITEM 1 T,
MoF
SASH REINFORCEMENT
ITEM 57, ITEM 6, ITEM 9, MATL: Alum. (6063-T6)
'DWG NO. 7092.1
FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASHIN'TERLOCK
'MAT'L, White Ridged PVC
MAT'L: Alum. (606346)
by MIKRON Industries, Inc. MAT'L: While Ridged PVC
DWG NO. 7126.1 by MIKRON Industries, Inc.
DWG NO. -7'940 DWG NO.7092
j?—day.
1112 A PER MLAMI-&DE LETTER DATED 10131108
Dfb, ' R.�i 1070 TECHNOLOGY DRIVE PARTS LISTAND EXTRUSIONS
D.G. 1211&08 0 ADDED DWENSIONS TO ALUM Ek7RUSIONS NOKOMIS, Td.
Windowjar
P.O. BOX 11529 sin Hung _Oe MissflL- Impact Robeft L. Glark, P.E.
D.-W. ww Q—,.dDy NOKOMIS. FL 342 74 Visibly Bnu, —.ON I D—V W I R.� PE'#39712
D.G. 08107108 SHWO NTS 11 5191-1 SVuctural
OPTIONAL
FLANGE
-3.250 3.2.50
7
FF 11 Q L--Flf - 7F]
.040 .060 (0) 0) 0�0
IL I
r 77 LA
f
=F
_U j U
.0 j__=d U
60 .060
ITEM 2,
ITEM 3, INTEGRAL FIN SILL 'BOX FRAME HEADMAMB
'MAT'L: White Ridged PVC -10NAL ITEM 4,
White Ridged PVC by MIKRON Industries. Inc_ OP TIONAL
IVIAT'L.
DWG NO. 9285 by MIKRON Industries, Ind. FLANGE- BOX FIRAME. $ILL
OPT101YAL DWG NO. 9288 'White Ridged PVC
FLANGE MATL-
by MIKRON Industries, Inc.
U DWG NO. 92.86
OPTIONAL
FLANGE
.64
�3.250
.065-- V60 —.065
3.625
IDat. 01 MOO q
a-eda
ITEM-1.2, ITEM 13,
—.060
SASH -SIDE RAIL SASH LIFT RAIL
MATIL: White Ridged. PVC, MATU White Ridged PVC
N, by MIKRON Industries, Inc. by MIKRON Industries, Inc.
DWG NO.- 7745
5WG NO.'iO93 -
ITEM 1, INTEGRAL FIN HEAD/JAMB,
MAT'L: White Ridged OVIC by MIKRON industries, Inc.
-DWG NO. 9287
Rm d B)r. R"b-
Dg.:
D.G. 11125108 A PER MIAMI-DADE LETTER DATED 10,'3 1/08
7—d 8), �4-. 1070,TECHNOL"'3y DR EXTRUSIONS
O.G. 120BIM a NO CHANGE 7741S SHEET - 1w.- � 1.
NOKOMIS, IL WZVE
R"H)r Dow., R.11�., . — p 7. Hung WindQw, Large Missile Im
_L�Y_ in Ct
P.O. BOX 1629 Robert L. Clark, P.E.
NOKOMIS. FL 34274 Visi�ly Better PE 939712
SH500 Hhff 8 5191-1 B stiuctural
D.G _OB107108
FFF�
kown
ANCHORAGE NOTES Fdk BOX FRAME:
1., ANCHOR T,YPES:, 1 -, 3116' ULfRACONS
2-#10SCREWS
2 ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.,
HEAD - 6" MAX. FROM TOP CORNERS
JAMBS - 9- MAX FROM TOR CORNERS*
---.,(*NOT TO EXCEDIE 114 6F.TOTACWINDOW - HEIGHT)
61� MAX. FROM BOTTOM CORNERS'
4-MIN- BELOW MTG. RAIL
SILL:- ANC�ORSNOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE -A - NCHOR
GUANTITIES.USING THE DIMENSIONAL,CRITERIAOF
NOTE 2..
k-
4. ANCHORAGE SHOWN FOR 13OX FRAME WITH OR WITHOUT'
- OPTIONAL FLANGE.
'5.. FOR INTEGRAL NAI� FIN. FRAME ANCHORAGE.` SEE SHEET 1 T.-
Ill WINDOW
J752 1/8"
Exanple: 52.125 x 75 For 1/1 Window'. s
75"
,3 4_-Anch�prs required in,the head
4
Anchors required b6low the'NffR,.
Anchors required above the MT14 -f7 -71
VIEW WINDOW
Eicrpfe: 52.125 x 62'.500"F6f View'Wridow s'
A.Mrowd as C=*128 Wj& the
521118'� f., - I I , .
b Ou
Head"
Sash*
FD(ed�
FIXED
NOTE'.FORVIONWNDOVV8-USEVEWFD(EDWWO�y,�HBGHT FORAINCHORQUANTITY INHEADAND-
62 /2'
A60V"E-THE' M'TP N EVIEW SASH.WNDOW HEIGHT . FORANCHOR . Q . LIA MTPL
A D IJJ§ETH WW BELOW �kE.
MAXIMW HEIGHT FORViEw-mboW IS 62 112%
SAS
H
NOTE: FOR VIEW WINDOW THE,LARGEST CAN NOT EXCEED THE TESTED SIZE.
R..d Oy. Varw
,D.G.' 11,2&W A PER MIAM142ADE LETTER DATED IMI/08 ANCHO
— RAGE SPACING
R—d Ow 1070 TECHNOLOGY D IVE ingid-Hung.
D.G. 1211&VS B Tm: - 1 1.
ADDED AND MODIFIED VIEW WINDOW EXAMPLES NOKOMIS. FL 34
R717 N5—, . I - I— - Z.
Vinyl S Window, Larfle Missile lrhpact� R L rk, P.E.
rt
P.D. BOX.1520 PE#39712
NOKOMIS, FL34274
Bra a__�Idgy E,7� Vivibly*Detu-i
ONO SH500 _NTS 9 B Structural
2x WOOD BUCK
#10 SCREW E NOTE 3)
1/4"MAX. SHIM —
a, MIN.
3/8" MIN.
2x WOOD BUCK
(SEE NOTE 3)
OPTIONAL
FLANGE
1/4'
MAX.
S H�IM
L#1OSCREW
OPTIONAL FLANGE
JAMB W/ BOX FRAME FftAf) W/ BOX FRAME
THRO H FRAME INTO 2x WOOD. THROUGH FRAME INTO 2x-WOOD
1xWOODBUCK
( (SEE NOTE 3)
SEE
T';
1 3/8"MIN.-
318 MIN
3.5 KSI WIN. CONCRET
MAX. SHIM
rE
114" OR 1.5 KSI MIN. CMU
H R OFTIONAL_._
R 9 1 FLANGE
1/4
MAX
SHIM
.3116ULTRACON
Ll
",—IxWOODBUCK
3116"ULTRACON
'(SEE NOTE,3)
OPTIO ILFLANGE
JAMB W1 BOX FRAME' HEAD W1 BOX FRAME
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
i x BUCK OPTIONAL 1x BUCK OPTIONAL
NOTES:
1. FOR CONCRETE APPUCATIONS IN MIAMI-DADE'COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116' ULTRACON, EMBEDED 30 MIN., DISTANCE FROM ANCHOR -
TO CONCRETE EDG5 IS 1' MINIMUM.
Z_ FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1.3/8 MIN..
3. -WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'.- Ix WOOD BUCKS ARE OPTIONAL IF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS. DEPICTED -AS 2X ARE 1 i/2"THICK OR GREATER. I . NSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND NMINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A.SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THEANCHORSHALL
13E A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
Pd�r. D�w
D.G.
I V25108,
A
PER AfLAMI-DADE L=ER DA 7ED 10J3 110
1070 7ECMO LOG . Y DR[ . VE
NOKOMIS. FL �4276,
ANCHORAGE DETAILS - 13OX FRAME'
M�w..
D.G.
Mt._
12(18108
B.
NO CHANGE THIS SHEEr—
7wmdBy.
Nw:
ReWSf—
Vinyl Single Hug
g Window, La rTe Missile Impact
R
d Cladk, P.E.
P.O. BOX 1529
NOKOMIS, FIL 34Z74
visibly &
SH500
NTS 10 11
5191-1
J3
PE #39712
Svudural
D.—By.
ot.,
0&07108
ch-Ed
D G
2x WOOD BUCK
(SEE NOTE 2)'
1 /4" MAX-.SHIM-1 1— 118. DI
A. x 1112" NAIL, 2X WOOD BUCK
5* MAX. FROM, (SEE NOTE 2)
CORNER & 4 1/87 O.C...
114'MAX.
SHIM
OPTIONAL I OPT . IONAL
FLANGE
114" F - LANGE
MAX
SHIM
1/8, DIA. x 110 NAIL,
2 114' LM. FROM
V13"DIA. x i irr NAIL,
CORNER& 4118"O.C.. 5"MAX FROM/
CORNER& 4118'O.C..
2x WOOD BUCK
OPTIONAL FLANGE (SEE NOTC-2)
JAMBW NAIL -FIN H - EAD W/ NAIL FIN SILL W/ NAILTIN
THRU NAIL FIN INTO WOOD FRAmING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING'
NOTES:
1 ' FOR INTEGRAL FIN APPLICATIONS 114 MIAMkDADE COUNTY, USE 1/8' DIA. x 1 1/2"NAIL.
2. WOOD DUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS . 1x ARE 13OCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". IX WOOD
13UCKS ARE OPTIONAL IF UNIT -CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2 1 x ARE 1 V2" THICK -OR
GREATE R.- INSTALLATI . ON TO THE SUBSTRATE OF.WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE,MATERIAL SHALL BE A MINIMUM STRENGTH OF 6b63-T5 AND A MINIMUM OF 11W THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
-THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL 13E A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.-
IFTHESE-CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED.
dBy� Daw:
�A
11125108 PER MAMI-DADELETTER,DATED 1"1108
day... 0.w R�_! , " . 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS -
L - 1211810& B � NO CHANGE THIS SHEET NOKOMIk, r-L 34376
dBy, ow.:
P.O. BOX,1529! RA vinyl Single Hung WindoK
�=Y-. Mw - Ch-kdby NOKOMIS, FL 34274 V, bl B tt NTS 11 11
y e er "_ I —M,
).a 0&07108 SH50 is
0
Fin Frarrie
Wissile Impact &L. tlari:. PE.
1"" PE#397�12
5191-1 B Structural
r
MIAMI-
MIAMPDAI)i COUNTY, FLORIDA
METRO-DADE FLAGL9k BIALDING
BUILDINC�,-CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603,
1� �ION MIAMI; FLORIDA 33b0-156.3
PRODUCTCONTROL DIVIS _(305) 375-,2901,' FAX (305) 375-2908
ww'buildingcodeonline.com
NOTICE -OF ACCEPTANCE (NOA) w
Construction Glass Industiies
10160,KW. 25 St.,
MiamiYL.,,33172
SCOk:
This NOA is being issued under the appl , icable r�les land re; gulations governing the use,of co'nstruction materials.
The'documentation.submitted has been reviewed by -Miami -Dade County Product Control Division and abc6pted
-Couhty and -other areas where� allowed by
by the Board of Rules and Appeals (BQRA) to be used in Miami Dade
th6 Authority, Having Jurisdiction (AHJ)-. if
11 k '� - � I ii �-Dade Count3( oduct� Control
'This I NOA shall'not, be' valid 4fter the e�piration date stated below. The MiaT i ir
Aiivision (16,Ml other than. Miami Dade County) res,er�6 the, right w
iami- DAde-Coufity) and/orthe AHJ (in ' areas r
have'this product or material tested for quality assurance purposes. If this product or.material fails,to perforin in
the accepted mafinei, the manufacturer' will incur'the - expense. of such 'testing and ( the -AHJ may iniffiedi I ately
�revoke, modify, or sus�end`the u'se, of -such product or. material within their I jurisdiction.'-BORA reserves the'right
fitr is,," auct or
to revoke thi� acceptance, if it is -determined by Miami -Dade County -Product Co ol Divisibil thatth pro
material.fails, to meet the requirements of-ilie appli6ble building code.-
0 with or.
This product is approved as described herein, and has been d6si6e,d to,comp tlie i7_1 jda Building Code,
Jhcludin ' the -High Yelocity-Hurf.ica�e 2tone.
9 0
DESCRIPTION: Series "450" Inswing Aluim
nuin Ddor w/ Side)ites - Impact
APPIiOVA DOC IMENT: Drawing No.W06-73, titled "Series 450'1n�win Doors & Sidelites", sheets 1, 1.4
. I I I - I . 9 1 1 -
thrpup 7. Lof 7, prepared by �I-Farooq Corporation, dated 10/27/06 a id last're'vised'on,Nov 08, 2006i.signed and
sealed by Dr. Humayoun, Farooq, P.E., bearing the Mia'm-i-Dade Coun Product Control Renewal stamp with the-
ty
Notice of Acceptance numberand expiration date by the Miami-Dad6 County Product Control Division.
MISSILE IM�ACTAATING: Large and Sifiall Missile Ifilpact.,
Limitation: -
1. Ext desi& pyessure= -�50'psf w/ Sill type S- I and SS type sill is.not rat�id'fbi water infilttat`i6h'.
2. Full design pressures (se6 charts) are applicable, where water infiltration requirement is not needed.
IL"ELIN G': Each u*n'it gliall-bear a permanent label with the nianufactuieils name arlogo, city, state and
following stat6ment::"Miami-Da4e,County Product Control Apprqved"� unless 6ther�yise noted herein. -
RENEWAL of thi s NOA e onsidered after 6)renewal appticat n as been filed and there hasbeen no
shall 6" c ib Jh'
change inthe ap�lidable building -code negatively aiffe�tin c
g the performan e of this product.
TERMNATIbN of this NOA Will-odcu'r'afterthe expirittion date or"if there has been,a revision or cfian'ge in the
materials, use, and/oi manufacture of the product or pr6cesE-� Misuse'of this NOA as an-endorgement of any
product, for sales', advertising or an� other *poses shall automatically terminate this NOA. Failure to complY
with -any section of this, NOA shall'be cause for'termination and removal of NOA.
ApyERTISEMENT: , The N6k number preceded by ihe words Miami-nl)ade County, florida� and followed by
rti\ of the NOA is. displayed -then it shall',
the expiration date may be displayedin advertising literature: If any po on
-be.done in its entirety. I
JNSPECTION: A copy of this entire NOA shall -be provided to tlie)user,by the i�anufacturer'or-its,distributors
and shall Pe,available for ifis ection at th 'job siteL f ihe- B"' ci�l,
e At the request o uildifig Off.
Ala
This NOA revises& renews NOA # 03-0422.02 and, consists of this page Ias-We -s.approval.d6cument-
mentioned above.
The submitted documentati6n was reviewed by �shaq� 1. Chanda,.P. E.
NOA�No. 0'7�0228.01,
oft
IMS; . IN Expiration' Date: November09,2011
I ApprovalDate-,April 19; 2007'
1Z. "Tage I
N
Construction
Glas§ Industries
- - % ) . D I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE
A.
DRAWINGS (transferred -from file # 03-0422.62) X_
1. Manufacturer's die drawings and sections.,
2. Drawing No.`W06-73, titled "Series 450 Inswirig Doors &'Sidelites", sheets 1, 1.1
through of 7, prepared by,&I-Farooq Corporation, dated � 10/27/06 and last
revised on Nov 08, 2006, signed and sealed by Dr. Humayoun Farooq, P.E.
B.
'TESTS (transferred from file# 03-0422.'02) Original test conducted per-F8C', PA 201,
202 &203-94 now known as FBC, TAS;201 202 & 203-94.
I . Test report on 1) Air Infiltration Test, per PA 202-94'
2) Uniform Static Air Pressure Test, Loading per PA 202-9-4
p
3) Water Resistance Test, per,PA 202 ' -94.
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
5) Large Missile Impact Test per SFBC and PA201-94
6) Cyclic Wind Pressure Loading per SFBC and PA203-94
Along with manufacturer's parts and section drawing marked -up drawings of an
aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test
keportNo. HTL-97055 (0080-911-97) dated 09/23/97thru-02/27/98,for.specimen #1, 2,
3, 4 tested per PA2,02-94,- specimen #4, 5A, -513, 5C'tested per,PA201'-94 &PA203-94,
signed -and, sealed, by-Tiffi' othy S. Marshall, P.E.
2. Additional test report on
1), Uniform Static Air,Pressure Test,,,,Loading per PA 202-94
2 arg6 Missile litipact Test per SFBC, PA201-94,
L M
3) Cyclic Wind Pressir6 Loading per SFBC, PA 203-94
Along with manufacturer's parts and section drawing marked -up drawings of -aluminum
out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-
01071 (0080-0402-02) dated 04/01/20028 tested per PA20 1 -94 PA203-94,.'signed and
sealed by Vinu Abraham, RE:
C.
CALCULATIONS
1. Anchor 2-21-05and last revised on by Al-
verificationdatedl .11/06/06,, prepared
Faffoq Corp., complyin' w/, - FBC 2004prepared si by Dr.
9 gned and sealed
Humayoun Fairooq, P.E.
2. Glazing complics'withASTME-1300-02.,,
D.
QUALITY , ASSURANCE
1. Miami Dade Building Code Compliance Office (PCCO).
E.
_-MATERIAL CERTIFICATIONS
1. Notipe of Acceptiffice, No� 03-0827'.0& issued to Solutia, Inc. for fSolutia
Ififerlayeq` expiring on 03/04/09.
F.,
STATEMENTS (transferred from file# 02-0702.01). j
I . Statement letteil-of conformance and no financial interest, dated 12-21-05., signed
1 by Dr. Humayoun Farooq, P.E.,
2. Letter of lab -compliance, part of the above test repofts.
G.
OTHER,
1. This NOA reViseg & renews #'03-0422.02, expired o,n 11-09-06
2. Series,4,50 Outsw'ing NOA # 06-0127.02 expiring 11-09-11 LC
14haq 1. Chanda, P.E.
Product Control Fiantiner
"141
NOA No. 07-0228.01
Expiration Date: November 0'9, 2011
Approval Date:'April 19,2007
E-1
T"T'FICAL ELEVATIONS ri
TYPICAL AN HORS SPACED AS SHOWN IN DE TAILS AND CHA
39 9! 6
ANCHORS TO BE AT 6" FROM CORNERS
'WFU FG—IIITH
MAX. SPACING 24" O.C. AT HEAD & SILL.
6 7 1 /8'
1 / --"
6 7/8'
I . —
-D.L. OPG,
74-1/2'
%
113-1/16'
WIDTH
FRAME WIDTH
11 1/4'
FRAME WIDTH
Nsu 1w.
6 7/8'
D.L. OPG
D.L. GPa
6 7/8'
WI DTH
f
A
S2
w
U,
INSWIN6.
co
\41
SADDLE"SILL
FRAME HEIGHT PANEL HOGHT + 1.750'
FRAME WIDTH PANEL MOTH + 2.750'
PANEL. D.L. 13PG
WIDTH WIDT
24'
INSWIW. DOOR DETAC
L STEPS TO U5E Ci14,4RT�5/CRAAP1w1
'5 0 5 C
_I
'44rE
6'5E7E' 44T4TUS E& I
30
36-
42'
ITEM'DESCRIPTION
PANEL '
D.L. I3PG.
(sw 6heet 2 of 1)
HEIGHT
HEIGHT
BO-
66�1/2r
84'
701-'1/2'
90,
76-�1/2'
W06-T
96,
82-1/2,
108' - 94-1/R'
E,gr. 07. HUMAICUN FAR000
STRU,TU ES
FLA.'PF #T557 1p"DUCTRMEWC,
dkg- coft rm
A—"qftcceN* 67-6221.01
MULTIPLE 1'1'm I I
SIDELITES
AVAILA15LE
r v
ML
cons1ruction'glass industries coTorallon
10100 northweA 25 sirect miami, flo(jda 33172
product: &wlss 450 INSWIW3 Doom 4 sidalltes
EWGINEER : AI,Farooq Corporation
Dr. 14umaSotm Faroocl
Gtr=tural -Fla. PE 0 16551
clate: 10-21-Orp 6hest I of I
I T tLEVATION,5 -AIR SPACE
-3/16" ANN. M ASS -3/16' H.S. GLASS �/16_ AM CLASS
.090 PVB LAYER .090 KV LAYER 1/8' OR 144- TEMP. GLASS. .090 PVB LAYER
S*1a BY SOLUTIA SAFLE)( ITY SOLUrlA WIn By SOLUTIA
3/16',ANN. GLASS 3/16' H.S. GLASS
3/16' ANN. GLASS
z z
.639
.652 — v
.777 J54
*GE-1200 SLWNE GE-1200 SIUMNE
GLASS TYPE'13A
%LASS fYFE 1.35, GLASS�TYf=E 13c
11FICAL GLAZLNG br=TAILS
12
TRUE
WORIZONTAL
MUNTIN 4
7 W
(I PIR MORE 7 ;Q
FER PANEL)
LOAM-
4
hlT
IK9MIG DOOR DETAIL
178-1
ITEM 6ESCRIPTIoN
_.ft)KED
FIXED
---- (see Oiset 2'c;f
12
RESIDENTIAL-HARDLUAfRE COMMERCIAL HARDWARE
W06-7-"'--
HINGE LOCATI13N
MAX. DOOR HEIGHT
NO. REGI).
MAX. SPACING
UPTO 90-3/4-
AB13VE 90�3/4'
1 4'
30 Ile'
w
_f-_9_-d'FW_JWyT)UN FARWO L
SrIZU RES I 1111ROD.— - I CC�MRC$FZ^-r1C3" I I
RENE 0
FUL PE f I as cmPlyka wd" tu pi.,Ift constnxtion glass industries corporat;on
8vkHwgCo* 10100 northwest 25 street miami, floricla 33172
OPTIONAL TRUE MUNTIN.5" ft -d2,*.ol product 450 Inswing Doors 4 6idelltea
DOOR OR SIDELITE 11
EW3NEER : Al Farooq cdrporatfon-
Dr. wma� Farooq L .
RE DE5GRIFTI N7] AMR Structuralomr-la. FE 0 16551
NOV 0 ZuDb date 10-21-06. 5heat 1.1 or 1
[��I/2" NOMINAL (Arogi ACTUAL)ANNEALED LAMINATED GLASS
15ILL OF MATERIAL51
(2 PCS.) 3/19)" THK.ANN. &ASS AND Z�0" SAFLEX !NTERLAYER
ITEM DEeGRIPTION
1/2-" NOMINAL ACTUAL) HEAT STREN'D LAMINATtr-> GLASS
F1 1
-12 X 1-1/4" HEX HEAD 8/5 SMS (3 PER CONNECTION)
-(2- PCS.) 3/16" THK. `H.S. GLASS AND oev, 9AFLEX INITERLAYkR
F2A1
3/5119, FULLY THREADED CONTINUOUS ROD
I" NOMINAL (.'Broro ACTUAL) INSUL. ANN. LAMINATED GLASS
F2 B�
318-Iro HEX NUT
1/8" TEMP. GLA66-(OUITIBOARD), 3/8" AIR SPACE AND
(2 PCS.) 31fro" THK:-ANN. (SLABS AND -090-11 SAFLEX INTERLAYER
F2-C-]
1/2-" 3/16' ,
X 1 1/2" 'THK. ALUMINUM PLATE
OR
I
it -NOMINAL (.cJ ro ro ' ACTUAL) INSUL. ANN. LAMINATED GLASS
SHEAR'CLIP (EXT. NO Boro)
1/4" TEMP. 6LA55 (OUT56ARD), 1/4" AIR SPACE AND -
I
(2 PCS.) 311ro" TI-K ANN. GLASS AND Z'30" SAFLEX INTERLAYER
F4_
DOUBLE 5/32" DIA. JAMB INSTLL.-WOLES AT
FI-41
GE-1200 SILICONE
ro" FROM ENDS 4 24 3116" O.C. MAX.
c3/32" DIA. HEAD 4 SILL,fNSTLL. HOLES AT
�*3/4"X 1 114" X3/4"X 1/8"TH<r-ONTINUOUS ALUMINUM
CHANNEL SECURED
rw, FROM END5,3 10�CENTER OF PAIRS
WITH IN5TALLATION-SCREWS
SEE ITEMEE)
SPACED 6" O.C, 4 24" b-C. MAX.
E-6-1
#10 X I" FDH-PW-89 TEKS SCREW, 9 3" 4
1/2"' THK. e,..)'CUSTOM ALUMINUM PANEL'CONSISTING
Or- (2) 090 THK. ALUM. SHEETS .4 (1)114" PLYWOOD
FROM ENDS 4 Z4" O.C. MAX.
AT CENTER
014 X 3/4" HEX HEAD 6/5 TEKS SCREW AT
5�1
.1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM
ro" FROM ENDS 4 24 31fro"'O.C. MAX.
-
TAPE WITH ONE SIDE ADHESIVE
320 HIGH WOOL FILE WITH CENTER Ff '�(ULTRAFA15 -.3032)
N
00
PLASTIC WEEP BAFFLE
FS�
350 HIGH FOAM-TITrz'WEATWERSEAL (AMESBURY 0 32011)
0�1
1/8" X r2" X 1/8" THr_ CONTINUOUS ALUMINUM SILL
- -
ANGLE ADAPTOR
1101
THREE POINT LOCK AT -ACTIVE LEAF
EXT.
EXTRUSION LIST rpoo, 50I,502,5oro,!50-j, r2o&, E70,31510 4 51,
FOA] CUSTOM C&I THREE I -PINT LOCK
ALL EXTRUSIONS ARE 606a-Tro.
MECHANISM WHICH CONSISTS OF (1) TITAN_
KWIKSET SERIES -180 DEAD50LT �OR'EOUAL).
DEA05OLT LATCH, (TOP 4,50TTOM) AND
CUSTOM CGI INTERIOR LINKAGE MECHANISM
W06-7
Fio-51 REFLECTOLITE SERIES (0000'
0
THREE POINT LOCK-MECPANISM
w
Ca L
WAGER 41/2" X -�'(SOLID 5RA85 (OR 8/6' HINGE
SECURED WITH (5) 012-24 X f/2" BRASS F.H. M.S.
T�g7
oA7VGUfouA"7,—a000
smucM.Kis
Ftl� R f 165�7
FRODUCTn6ww
Bowinscab
4�7=
aC)RF'0FZZA_r1C3N
const=tiowgiass industries corporatlon
i7i
(3 PE PANEL UP; TO -I'-i& 3/4"'HIGP)
AmptawN.,01-0129.0
ftAradmomb i
. 10100 northwest 25 street miami, florido 33�172
'(4 PER PANEL OVER -7'-g, 3./4-- TO V-0 3/4" HIGH)
0_7�__
i_,I. I
product - Series 4SO Inning C!oors 4 sicleliteb
FLUSH5OL ' T AT TOP 4 *BOTTOM OF INACTIVE
DhW-
ENGINEER A] Farooq Corporation
WmaVm Faroaq
Structural -Fla. PE 0 16�61
LEAF DELTA MODEL 550Si-WITH REIN ORCED TIP
aate: 10-21-06 _.�__t or i
1/4" X 2 3/4' LOW.
IX4 PT WOOD 11 TAfr-0N SaWUJ S 1/4" 0 X 3.3/4" LONG
0 6' FFWM END TAFWN SCREW 1/4'
AND 24' Oa
(NTEWEDIATE AW.WOR I SR
(SEE S4-;EET 6)
X4 PT WOO'
2
OPTIONAL
INSTALLATION
INTO 2X4 PT WOOD
TYPICAL JAM13,
1/4' 0 X 3 3/4' LOW.
TAP00N SCREW
* b"PROM, ENDS
AND 20' Or— (OM SWEET 6)
2X4 FIT WOOD
w-prm
—4.852
504
14
2r_ TYPICAL PANEL ASSEMLY
25 _TYl-ICAL PANEL A55EMB,
2A TY1'ICAL PANEL ASSEMBLY
EXTERIOR
A (v INTERIOR, -
0 FRAME UJIDTW
w Ul IN SLUING DOOR
(v.
LU x
INTERIORL
TOP 4 50TTOM
4.812
OF INACTIVE- PANEL
OPTIONAL
SQUARE GLAZING > T� FICON SCREW
[/,d " -0 X 4" LONG
OPTIONAL INSTALLATION 502
�u 5e
11,50
d
N6TE.- UIOOD 5UCKS NOT 5Y CGI EXTERIOR
1/4" X I 314'LOW. MUST SUSTAIN LOAD5-IMF-osED
-0 SCREas TAPCON SCIREW
3/ END 5Y GLAZING BYSTEm.
MTERIEDIATE tN040ieS)
2.082
K ja
NOTE:
Engr.' D.R. HUMAYMN
STUCILRES
FIX PE f 16557
F90DucTRENEwIiw
lbeacupw"UmtbtFurm
=11t—a-U00
ALL ANCHOR CONDITIONS SHOWN ON
--------
SHEETS 3,-4 AND 5 MAY BE DIRECTLY
/&
cigiij.
TO MASONRY WITH 1/4" MAX. SHIM SPACE
Dub
WITHOUT VARIATION IN CAPACITY.
W06-7.1,
CC)RF-C)FRA'r1C3N
construct;� glass industries corporation
10100 northwest 25 street rnimmi, flbft 33172
,product :.� Swies 450 INSWIWj Poora, 4 Sidelites
EWSINEER -.- A[ Faroocj Corporation
=a,,of FaWA
tr. Fla. 6551
date 10-21-06 ':
I ner, -or I
- I,-
r
MULLION 1/4'
SHIM
SEALANT,
4.812 -
.675
1/4" 0X 3 3/4" LONG
ZN-SCREW
TAFIC
roll FROM ENDS
4 20" OZ. AT
INTERMEDIATE ANCHORS
SEE SHEET ro
SMALL SIDELITE
STILE (EXT. 503)'�
AT SIDELITE5
L250 V_roll WIDE OR
2.878 SMALLER.
EXTERIOR 6' IX4 PT WOOD
DOOR FRAME WIDTH 51DELITE,FRAME WIDTH SIDELITE FRAME WIDT . P
—1.844
REFER TO 5 HEET 2 OF I FOR
TYPICAL 5ILL OF MATERIALS W06-7Ll,
4" WIDE SADDLE
THRESHOLD
MULLION 1/4'
SHIM
SEALANT,
4.812 -
.675
1/4" 0X 3 3/4" LONG
ZN-SCREW
TAFIC
roll FROM ENDS
4 20" OZ. AT
INTERMEDIATE ANCHORS
SEE SHEET ro
SMALL SIDELITE
STILE (EXT. 503)'�
AT SIDELITE5
L250 V_roll WIDE OR
2.878 SMALLER.
EXTERIOR 6' IX4 PT WOOD
DOOR FRAME WIDTH 51DELITE,FRAME WIDTH SIDELITE FRAME WIDT . P
—1.844
REFER TO 5 HEET 2 OF I FOR
TYPICAL 5ILL OF MATERIALS W06-7Ll,
4" WIDE SADDLE
THRESHOLD
SWEEP
"nir�si FAROW
P�R0DUcrRKNzwEq
1/4,' 41 X 1 3/4" LONG
PA. PE 1 16557
TAPCON SCREW
ro" FROM ENDS
AmplowNe _r
_e7_,q22.k ),
4 24" OZ.
uk—L
4
CC:)FTF-C)FZA-rlQN
.�tructfan glass industries wrp.Dratlon
—10100 northwest 25 street miami, flo"
nda 33172
proclu6t - ScrIes, 450 N5UWj Dooro 4 Oldelitft
EW5NEER : Al Parooci Corporatfon
Dr. WmaSmm Parooq
Structural -Fla. PE 0 IfoSS1
clate : 10-21-09, sheet 4 or i
-MULLION
SEALANT
4.912 4.812
.675 A.675
W 0
0— - 010 X 11, FW-f=H on
Ln
(2 FER F31 CLIF)
Sill
-SIDELITE FRAME WIDTH SIDELITE F-RAmE UJIDTH
N.
REFER TO SWEET 2 or- -7, F:oP,
TYPICAL BILL OF MATERIALS,
W06-72',I,
Engr OR. HUMAYOUN FAR'000
STRUCTli—
RA. PF 1 16557
1PRODUCTUNIM11M
mcompb'1141111ftit the Fjorma
agouk
=A mWe -0)
Dz*"Vof, F
ZDUF
constm1fan glass industries corporation
10100 northwest, 25 street Wiami, florida 33172
ocluct 84les 450 INSWWs Doors s sidelltes
EW311�IEER A Farooq Corporation
a Farooq
Sir a I -Fla. FE 9 16551
clato 10-21-06 1 shest. r, -or -i
W M ru w -ru rul w w ro 1 6) 'w ru w ru ru
z
z
Q
E
. V�IXTERIOR Q:) m -0 fo
z
(D m
1r: 12 t-j
co m
0 P P P P s-
m'�' o 10, . . . . . 6 b 0 6 9. 6 -4
q+ Z * . , .
z
0 0 6; — — — — — —
0 8' - E
z 0 ca t:l
In L-3
rij 0
tz :0
9 mo 00 co 2 $0
(u l N
rq 6 i. In 5., CPD' 9.� 'b E 0
E)CrERIOR
0
Z— — — — — — — —
;u 0
> * 0
Do
tz 0 2 rn
�� E� 'a 8 G 8 8 8 8 8 G 8 . 1 8 G M
m z
m �x
W
M
m
0
to rn . . . . . . .
m
EA
if 0 w 0 a
7, R= g @ @
rn tjl p . . . . . . . G
p -3 . . . . . r" �
t-I In b 8 b b b b p p p p p p p
c p - r. c
> ME 0
F,
0
LZI 0 1 *
Nj
>0 2-6� 1 . I .
al 6 ru w ru w m
0 w ru lu. W, ru
z
g
OR
c-
NJ
W X
R ILI M
0 q ;a '- N z
z Ln Go c"
m
0
A 2. -0
In
rq 0> t-
0
mm z
X z 0
a) 0, Z
z 0 -u 0 cl 0
w tw
29 � g g g -. -p g -. � 11 M M 9 9 rq
cn 40 b b b b b 6 il. 16 6 6 1 0 (1)
M - �5
14 z
M Z� F3 t.J 0 CA . -1
1 0 t-J Ej 0
0 0 tv 'Zo .
z
m 0 0 o ,
-9.
0
>*
NJ z w ca co co co to co 'm co
- p s- 9 p p p p 9 s- p p p p
IS :3
o . . . . . . . .
W F,
C,
DgaR HEIGHT
jo
z
=�7
revi ions:
m atc 111-27-088 Vi
-< �SERIES 450 INSWING DOOR AND SID LAAL-FAROOQ I
a no e Y escriD i CORPORATION
0 ENGINEER I
0 1/2' ENGINEERS, PLANNERS & PRODUCT DESIGN a
ICONSTRUC .7
0) TION. GLASS INDUSTRUE 1235 SW AVE
101'. FLOW
M'AM'� FL IDA M",
I
bY HAUU) '5 ST. MIAMI " 08�
MIAMI, FL. 33172 TEL ( 0 ) fc,
TEL. (305) 264-8100 FAX. (305) 262-678
CA'P b. : I I
COMP-ANL\WO6-73CGI
A
BOOR HEZ�
+
Ti
"g,
r
0 m -m m
c 0
C-1
Z
z
iz
c:
M
m
4 Fn
I
z
1-2 1,-
M,
-1 -.1
-1 � Z� >
�4
�A 0
81 OZ
>
0
00
M
0
o
0
z 0
K-0
_0
K
—
F: 4
0
z
co
cx)"
's
C
c
0
'Z'
M ;K
rol u)
Z
'o
m
0
z
Z
.m
<
0
s
Z
C.) C.)
C) o
o
z
z
0
Z
I
M.
0 K
;o
00
:u ;u
0
Ln
0
0
in
(A
00
z z
3%,
z
E
Tv-9
TIE
Tm
2
T T
pa=
p
'j
I I
I
H
I I
I
'p
4
a
o tq
p
0
0
M.
Lome i
iii;
Lig-
ii
n4 CL �atc- 10-27-06 imns:
I Fno date Y cescriDtion -I INSWING DOOR AND SIDEUTE AL—FAROOQ CORPORA Al
ENGINEERS PLAN a
CONSTRUCTI NERS & PRODUCT DESIGN
ON GLASS INDUSTRIES 1235 SW i17 AVE
dr. by; �Wlo 10100 NX 25 ST.
MIAMI . FLORIDA 33174 fll
MIAMI, FL. 33172 TEL (305) 264-8i6C o FAX. (305) 262�6978j 4
U p 78
(.305) 593 — 6590
COMPZLN �W06-73CG
C3
70
m =
Q mc m
C= a X
t=p
c B
*'m
- : 10-27-06
c
d, by., H010_
(A 9
chic. by:
T
ES 450 INSWING DOOR AND SIDEUIE if 11 AL-7ranvuW WimirultaiLIVIN
no dote v escr D ion GIN ERS PLANNERS . &-PRODUCT DES,,N a
CONSTRUCTION GLASS INDUSTRIES 1235 SW �17 AVE
10100,N.W. 25 ST. MIAMI, FLORIOA'33174
MIAM4 FL. 33172 fc
TEL (305) 264-'8100 FAX.- (305) 262-'.978 f]
L305) 593 — 6590
— c I I,.— - COMP--ANL\WO6-73CG
a
h
, MIAMIRA%DE
MIAMI.-DADE COUNTY, FLORIDA
METRO-DADE FLA I GLER BUILDNG
'BUILDING CODE COM�LIANCE:OFTICE (B 140 WESf-FLAGUR.STREET, SUYrE.1603
PRODUCT -CONTROL DIVISION CCP)L
MIAMI,TLORIDA 33130-15.63
(a05)375�2901 'FAX 1(305)372-63�9
'NOTICE OF ACCEPTANCE (NOA)- wwW.mafihidade.goy/bufidinffcode
PGT"Industries
0 Ive-
-T
1070-, tchn logyDr*
Nokomis, FL -34275
SCOPE.
This NOA is'being-issued under the applicable,rules and regulations governin the use. of construction
P to du ot Control I ivisi
materials. Ile documentation submitted has been. reviewed -by Miami-Dad6 County, Di " "on
-.and"iccepiedbythe.Boardof Rules'.andAppeals'(BORA),to Veused inMiami Dade.Cbuntyand other�areas -
where allowed by the Authority lja�lrig Jurisdiction (AHJ).'
--'This ' NO I A shall not be'valid. after.the expiration date'stated below. The Miaffii-Dade County,Product Contr6l,';
Division Oh Miami Dade County) and/oi the AH� (Mii ireas othek0iiah'Miami Dade County) reser'ye" the right
or'material
jo have thi's-product or material tested1for quality assurance purposes. If 'this product f0i to.*
in, anner, incur the.'ex �' cof such.test '�AW may
perform.. the acdeptedrn the manufacturer will, pens in� and th�
V,
immediately revoke, modify, or suspend the use of such produ6tor"material within their jurisdiction., BORA
r6servcs & rkght t6'rev'oke this acceptance, if , ifis d6terrnmied, by 1�fiami-Dade County , Product Contro .1
Di�ision that this product -or. material fails to,medi the're'quir6mdnts of the'appli6able building-pode.
This product/is approved as described here''
in. ailid has been designoto complywith the Florida Building
Code, iricluding'the Hi
ghzyelocity Hurricane Zone.
-DESCRIPTION: Series "S1150OVinyl".-WhitePVC Single Hung Nyind0W7L-M.I-
APPROVAI� DOCUMENT.. DraWirig.No. 5191-1, tided �'Vinyl SingleRung �Window Impacf sheets 1
-through . 11 of 11, dated 08/07/08 with revision dated,l 2/18/08, prepared b�manufacb�rer, signed and
sealed by RobertL. Clark, P;E., beaning-thb Miami.�Dade County Product. Control Approval stamp With the
'Nodce'of Acceptance number and Approval date by
the Miami-D* County. Product: Control Division.'
NUSS
ILE IMPACT RATING, Large and Small.Missile"Iinp'act Resistant
LABELING: Each nimeorl' 6,city,'stateand,
unit shall'b'dai apermanent label with the manufacturees og
fbilo,wIng,statemetit: "Miami-DidelCounty Product Contio'lADDioved" unless -otherwise nbte41er6in',
RIENEW4.6f this NOA shall be considered after a renewal application has been fifed and th�re has been'
ct...
no in the'applic'able buildin code negatively'affecting the'verformance'of this produ'
_pb#nge
T ERMINATION of this NOA will occur after tb.6`e�tpiratipp-date or -if there has been -a revision or change
in the materials, use, and/or manufacture of the product.or,ptocess. Misuse of this NOA as an endorsement of'
Ariyprodu6t, for sales, advertising or any other �urposes.shall'aut6maticaUy.terminat.e this'146A'. Failure to
comply withany sectionof this NOA shall be cause f6r termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by t4e words Miami-Did&Coififty, Florida, and. followed'
b -the expiration'date maybe displayed in advertishig.literatdre. Ifanyportor�o th.614OAis displayed then
y i n, f
it shall be done in its' ehtirety�
INSPECTION: A copy of this entire NOA shall be provided- to the user by the manufacturer, or its
distributors and shall be available for inspectibn at.thejob site at the request of the Building Official.
, I 'ThiqNOA,66nsists of this page 1 and evidence Oges E-, 1 and'E-2,:as wellasiobroval,documefit m6ntio _'d
pe
above;
The submitted documentation -was: reviewed by Manuel Perezi P.E6
J�
NOA No". 68-0820.14
MIAM ECO Expiration Date: - January 08'. 2014
Aporoval-Date: Janu4ry,08,20,09
QMIAM
Page
K.
PGT Indiitries
NOTICE OF, ACCEPTA NCE EVIDENCE S UBMITTE D
(zl
A.,` DRAWINGS,
L. - Manufacturer's die drawings and sections.
2..-, Drawing No 5191-1, titled "Vinyl Single Hung Window.Impact", sheets.1. thiouOr 1 -1
'of 1:1,-dated 08/07/08 with revision "B" �ated 12'/l8/08,'pyepared.by manufacturer,- -
signed an
d se'aled'by Robert L.Zlatkj�'E
TESTS'
il/.,. TestreDorts on:'.I),Air jhfiltrationTest,.pe.rFBC, TAS 202-941.1
94
2) Unifonn Static Air?rbssuid T424t, L6adin p i`F'CTAS.�03-
g er, B
3) Water Resistance Test, per FBC, TAS 202-94'
4) Large Missile ' hnpact Test p6rTBC, TAS 201-94,- -
�5) Cyclic. Wind Press -are to , ading,perFBC, TAS.26-94'.
6) Fbrced,Entry dstp�ef FBC 241112.,
T 1 TAS: 20i-
ith ih 'fixed rido*'
along w 4rked-u� drawings. and in'stallation diagrarp of a vinyl: wi
'.prepared byFenestration Testing Laboratory, 114c., �Te�t Report No. FTL5710, dated
08/13/08,�signed'andseil�d.b'YC�rlo'S.'I�ionda�P.E.
s
V
2. Test re ati
ports on: 1-) Air Infiltt on Test ver]FBC'TAS"202-94
'.2) Unifonn'St4tic Air Pressure Test,.Loading per FBCTAS.202-94
'3) Water Resistance'Tes er FBC` TAS 202-94'
t4
i sil act
4) Large M s e. hnp'. Test. De.r,FBC,'TAS 201.�,94,
5) Cyclic Wind- Pressure Loadin p�erFBC,TAS2031-!94-
9
6) Fqriced �ntry Test, perfBC 2411.3.2.1, TAS�202-94
'along with marked -up drawings and m"Stallation diagram prepared by Architectural
Testing,.,Inq., Test, R No- -401-47, dated,40/31/08, sign d'an
eport AT 84576.01
-by Jose)
sealed �h A. Reed,' P.E. (For Reference only)
CALCULATIONS''.'
C.
r I.- Anchor verification calculations'and stni6tural, analysis, comolyiig 'with FB C-2004.
0 ealed by, Robert L.
and 20 - 7, prepared by manufactF6r, dated 11/25)08, signed and s
Clark, P.E.
C
omplies with ASTM E1300-02/04
QUALITY ASSURANCE
1. Mianu Dade- Building -Code Comliance Office (BCCO),
el�Pere�',
Maid
-Product Control Exa in'
140A No'. 08-082015.
Expiration, bate. Januarj08,2014-
Approval Date: - Janl�ary 08, 2009
E-1
A
PGT,Industries
NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED .
E.
MATERUL CERTIFICATIONS
1.
Notice, of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co.,'Inc.
�'�DuPont Butacite PVB, Interlay' 12/11/10.
for their er" dated 01/05/06,'expiing on
2.
0 4220.0tis§ued Mikion,.!
N6tice f Acceptance . Noi-06- tq)Spqctus Systerni—
Compmiy fortheir-'j'White Rigid- PVC Exterior Extrusions for Windows d
Doors'? dated 01/11/07,.e.�Lpiring'onl2/26/11.
STATEMENTS'
C
I Sthtc�henfletterof ccinformanc,6, dated. Augus�f -12, 2008, sign�d and 9tdl0d'byRdbert
2.
L. Clark, P.E.
Augus s
§tatement letter of no. financial interest dated - t 12,2008, 'igned and sealed -by
Robert L. Clark, RE
. . .
Labor atory compliance I ettc�.fbr Test Rep ort No. FT-L-5710 issued by Fenestration'-,''
Testin'g Laboratory, Inc.,j dated. 08/13/08, 91 dfid'sealed b 'Carlos.S. Rionda P.E.
gnW, y
4.
Laboratory cbmpliance letter for Test Repoft no. ATI-845-76.0 1401-47� issued, by
-
Architectural 'Testing, Inc., -dated October,,31,:2008, signed and',,seAled-by Josc�h A.
Reed, P.E. (For Reference only)'-',,.'
G.
OTHERS'
1.
-None
V
7.
Mifiue!)Pere
Product.Contrb
NOA No. 38 5
Expiration Date: hnuaryP8,2014
ApprovaiDate: JanuaryO8,.2009
E-2
NOA DRAWING TABLE OF CONTENTS
GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG 13OX FRAME -AND INTEGRAL FIN WINDOWS SHEET
1. GLAZING OPTIONS: GENERAL NOTES .................................... I
X. 314"LAMI I-G. GLASS COMPRISED OF (1) LITE,OF 1/8- TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5116'LAMINATED GLASS WHICH Is COMPRISED ELEVATIONS ............................. ! ........... 2
GLAZING DETAILS .................................... 3
-OF (2)-LITES OF-1/8 -ANNEALED GLASS WITH A4.090.INTEkLAYER OF, DUPONT PVB. I
B. 718" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 118' TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5116' LAMINATED GLASS WHICH IS COMPRISED GLAZING bEfAILS .................................... 4
OF (2) LITES OF 118" ANNEALED GLASS WITH AN.090 INTERLAYEA OF DUPONT PVB. SECTIONS, I.F. FRAME ............................ 5
SECTIONS, BOX FRAME .... ....................... 6
2. PARTS LIST ............................................ ... t
P.PNFIGURATIONS: 1/1 AND PROVIEW_.-' EXTRUSIONS ................... I ........ I ............ 8--
ANCHORAGE SPACING. BOX FRAME.". 9
3. DESIGN PRESSURES: -701+60 PSF (ALL GLASS�TYPES LISTED ABOVE)
MCHORAGE+DETAILS, BOX FRAME ..... 10
ANCHORAGE DETAILS, I.F. FRAME ....... 11
A�. NEGATIVE DESIGN LOADS BASEbFON TESTED PRESSUR.E AND GLASS TABLES ASTM E. 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER -TEST PRESSURE AND GLASS TABLES ASTM E 130C�02.
4. ANCHORAGE: THE 33'1/3% STRESSIINCREASE,HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.. MATERIALS,-INbLUDING, BUT NOT. LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DI§SIMILAk MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION.,
SEE SHEETS 9 THROUGH 11 rok ANCHORAGE DETAILS.
5. SHUTTERS ARENOT,REQUIRED FOR UNITS LESS THAN 3 _0..�
6. REFERENCES: TEST REPORTS FTL5710.
-ANSI/AF&PA NDS-2001 FOR -WOOD CONSTRUCTION
ADM-2000ALUMIWUM"DESIGNmANUAL
7. THIS PRODUCT HAS'BEEN DESIGNED'& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDINGTHE HIGH VELOCITY
HURRICANE ZONE (HVHZ.
no.-Ula Du d cc4v
Date
NOA0
FAM&CI
C
r
R�Br 0.f�
D.C. , 11&5108 A PER WAMI-DADE LETTER DATED 10M108
�,_A
Z
_FfW_jd8r -dam—, WO TECHNOLOGY DRIVE !r GENERAL'NOTES
NOKOMIS, FL 34275
D.G. 121IMS NO CHANGE THIS SHEET
R.;w5—y Daie+ Row— N Wn I Ongle Hung Window,'Large Impact b rt L. Clark P.E.,
'", I qb
P.O. BOX 1529 missile a
D—ey, mt�. Ctw1*.d8y. NOKOMIS, FL 34274 visibly Bvrfv� R .1-1. dft, PE#39712
B. Fa
D.G. LVO7108 S"500 NTS 1 11 Stmctu I
SASH
SASI-f
HEIGHT DLO- HEIGHT DLO.
t
x
'I k
2 114"
45 3/4' SASH WIDTH PLO — 45 3/4'SASH MIDTH DLO MAX...,
L
Typ
_OXF -.1NTEGRALFIN
RAME
MAX. SIZE, 52 25"j('75" -MAX;,SIZE.=,52.1251 X 7511
NOTE:
r
1: FOR -.BOX FRAME SECTIONSSEE,SHEET 6 AND ANCHORAGE INFORMATION -SEE SHEETS 9 AND 10.
2. FOR'INTEGRAL,FIN FRAME.-SECTIO14,S PEE SHEET 5 AND ANCHORAGE IN -FORMATION SEE SHEET 11'.,
Ro.d Sr. rwm.
D.G. 11/2&VB :' A ' PER MIAMI-DADE LEMP DATED 10131ioa.
WW_10W. D.W. R 1070 TECHNOLOGY DPJr ELEVATIONS,
D.G. -. 12116108- , B,'- ADDED.10- MAX. DIMENSIOAf TO,80X FRAME ELEVATION
W__797 Dot�.' . MpW Vinyl Single Hung' WLarge' Missile Impad
Windo
P.O. BOX.4529' Ro A L lark; P.E.
V_ W. D.W.- - , Ctk�dBy W�. NOKOMIS, FIL 34274 VisiblyBerrer I S.W Is"pt '77� -IRv- PE.439712
N 91 \13
D.G. O&V7108 SH5W 51" Structural
_j
-314" OVERALL GLASS NOMINAL 314'OVERALL GLASS NOMINAL
-5/16' LAM[ GLASS NOMINAL -5/16"LAMI GLASS NOMINAL
1/8"ANNEALED '118"ANNEALED
-GLASS GLASS
AIRSPACE AIRSPACE
.090 DUPONT .090 DUPONT
118'TEMPERED OR PVBINTERLAYER 1/8" TEMPERED OR PVBINTERLAYER
ANNEALED GLASS— ANNEALED ANNEALED GCASS— 1/8"ANNEALED
—7GLAss —GLASS
r 35
r 35 OR OR
v
1/2" NOM I/Z'NOM
39 GLASS BITE. GLASS BITE,
41 41
OUTSIDE OUTSIDE
U"
3
OPTIONAL OPTIONAL 71
I FLANGE FLANGE
3/4" LAMI IA GL AZING DETAIL U 3/4" LAMI I.b. GLAnNG DETAIL
WITH 5/16" LAMI GLASS AND 1/9',CAP. - WITH 5116" LAMI GLASS AND 1/8"CAP
BOX OR iNTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME
(BOX FRAME- SHOWN) (INTEGRAL FIN FRAME SHOWN)
R—d fry, wf.. R
D.G. ' 11,25ma A PER ML4MI-DADE LETTER DATED 10131tV8
D.I.: R-�� — I I 1 1070 TECHNOLOGY OR GLAZING DETAILS
D.G. 1211"8 B NO CHANGE THIS SHEET NOKOMIS.1`1_3427� T�w
IVE Vinyl'srngle Hung Windowjarg6
W._�dW D-T. R P.O. BOX 1529 nc;7— Missile Impact /Ro an L. 'Cla'rk' P.E.
u� IR� - - , PF #39712
NOKOMIS, FL 34274 vis boy Better B Structural
O.G. 7108 SH500 Full
oa/0
7/8"OVERALL GLASS NOMINAL 7/8"OVERALL'GLASS NOMINAL
--5/16"LAMI GLASSNOMINAL. N —6116." LAMI GILA4S NOMINAL'
li8' ANNEALED 1/8'ANNEALED-
GLASS GLASS
AIRSPACE— — AIRSPACE—
.090 DUPONT .090 DUPONT
118" TEMPERED OR -,PVB INTERLAYER 1/8",TEMPERED OR PVBINTERLAYER
ANNEALED GLASS77 1/8" ANNEALED ANNEALED GLASS
—118"ANNEALED
GLASS CLASS
r L 31 OR@ 3.1 OR
11T NOM' 1/2'NOM'
GLASS BITE GLASS BITE -
A
p
40
40
OUTSIDE OUTSIDE
(�jj
El P
u . m
INCOA-0 AMID.
4
OPTIONAL OPTIONAL 3
-,!�LANGE FLANGE
7/8"'LAMI 1'.G. GLAZING DETAIL u 7/8".LAMI I.G. GLAZING DETAIL
�WITH 5/16" LAMI GLASS AND 1/811 CAP WITH 5116" LAMI GLASS AND 1/8" CAP 4/1
BOX OR.INTEGRAL FIN FRAME, BOX OR INTEGRAL FIN FRAIVIE-
(BOX FRAME SHOWN) (INTEGRAL FIN. FRAME SHOWNY
R—dBir Mt% R.Ibh—:
D.G. 11125IDS A PER MIAMI-DADE LETTER &TIED IW1,W
R~By. mm. fttUam 1070 TECHNOLOGY DRINAE GLAZINGDETAILS
VA 12118108 8 NO CHANGE TJ41S �HE& NOKomis:rL34275 :30,
W_.�_dar D.I., R ... �—: I I Vinyl.Single Hung Window, La�Lq Missile-Inypact
P.O.SO�1629 obe L Clirk, P.E.
D.—Br. D�_. CT,�-WSY Dw NOKOMIS. FL 34274' vi.�fbly &,tliw E V39712
NTS 4-
D.G. DB107108 SH500 P 5191 Struclural
, I
—MAX. DAYLIGHT OPENING SASH-
31 '32
35 36
3,250
40 41
OUTSIDE
40 41-
DAYLI GHTOPF-14ING FIXED
TYR
-7—MAX. VANDOW, VVIDTH
HORIZONTAL SECTION
(INTEGRAL FIN)
OPTIONAL
FtAtVGE
r
OPTIONAL DAYLIGHT
OPENING.
FLA'VGE FIXED
OPTI
- 4
VVIIMWWVT W - vi I -
L
40 41 HEIGHT'
m
DAYLIGHT
OPENING
SASH
#APPMvtd fA,wmrAAag wu the
nori" 9 fie
13
'HOT 40 41
lib fift
WELD
e, IV
HOTWELD CORNER ASSEMBLY- VrERMAL'SECTION
3
(INTEGRAL FIN) (INTEGRAL FIN)
R,md By. 7w:
D.G. 11125M8 A PER MIAMI-DADE LETTER DATED 1OV31IDS SECTI INTEGRAL FIN FRAME
fz�dBW D�; RevW�... 1070 TECMOLOGY 0--
12118108 B. NOK
D.G. - NO.CHANGE THIS SHEET OMIS. FL 34275
529 Viiwl Sinyle-�"n KrIndow, Large Missile Impact 'Robed L Cfatlq PE�
P.O. BOX i
NOKOMIS. FL 34274 P9 439712
D.G. j7&07108 SHWO 11. 51 14 Structuml
AX DAYLIGHTOPENING SASH�-
2 OPTIONAL
31 '32 12 FLANGE
2
S036
0 0'411
3.250
40 41
DAYLIGHT 31
OUTSIDE OPTIONAL OPENING
FLANGE
40 1
F1 ED
32
TYR AX. DAYLIGHT OPENING FIXED 35
----MAX. WINDOW WIDTH 36 r
-.HORIZONTAL SECTION
(BOX FRAME)
MAX. 5 9
WINDOW
H 'HT
E[
7�
46 41 MAX.
DAYLIGHT
OPENING
SASH
2
13,
40 41
HOT
0410
WELD mimininade: . 11--
rF�Dj u 16,
'A,
HOT WELD COK�ER ASSEMBLY VERTICAL SE&ION
(BOX FRAME) (BOX FRAME)
F? "By.- DO. p—ab.
D. G. 1112510B A PER MIAMI-DA DE L E rrER DA TED I M IMB
RmdBy. Dsts., R;.... 110�0_TECHNOLOGY DRIVE _ SECTI BOX FRAME,
D.d. 1208108 a JV0 CHANGE THIS SHEET NOKOMIS, FL 34275 - . T�. -
Vin�I'Single Hung Maw Larg& Missile Impact
P.O. BOX 1529 Robert L. Clark. P.E.
NOKOMIS, FL 34274 visibly fleffer PE #39712
D.-By. Vt� ly
7108 SH500 Half 6
11 5191-1
D.G. OW
K
.215
F
-.0351 ITEM 40, t
I.G. BEAD
MATL: White Ridged PVC
by MIKRON'Industries Inc.
DWG NO. 6492
1121
272
ITEM 41,,
SDLBEAD
MAT'L: White Ridged PVC
by MIKRON Industries, ln�.
DWG NO. 8483
.440. 410
—1..235 1 870-1
.080-11--
U �OLU
.050 Apilmved as majAyIng VIM the
1135 J065 :I - Flo' a H 0
1.647 Wzte
.065— 1.018 ri 14
080Y.063J
ITEM 11,'-
SASH REINFORCEMENT -
'ITEM 5,. ITEM-6, 'ItEM q, IVIATL- Alum. (6063-T6)
.'DWG NO. 7092.1
FIXED MEETING RAIL F.IXED.MTG-. RAIL REINF. SASH INTERLOCK
MAT'L: White Ridged PVC MATU Alum. (6063-T6) MAT'L: White Ridged PVC
by-MIKRON Industries, Inc. DWG NO. 7126.1 ..by MIKRON. Industries, Inc..
PWG NO.7940. ..DW6 NO..7092'
R—day. D.. � . . I - - I
D.G. 111251M 1 A PER MLAMI-DADE LETTER DATED 10131108 — . - — 1. . I
1070 TECHNOLOGY DRIVE I T AND EXTRUSIONS
D.G. 1211&08 �8 ADDED DWENSIONS TO ALUM. EXTRUSIONS,, NOKOMIS, FIL 34276 Rico:
p WT oyl Hung,Window, Large Missile Impa
_jC vi
P.O. Box 1529 ct Robert L. Clark, P.E.
NOKOMIS. R. 34274 Viribly Betw PE 011712
06107108 NTS 7 11
P 5191-1
D.G. SIM0 Structural
ITEM
DWG NO.1
PART #
DESCRIPTION
1-
9521
65163
INTEGRAL FIN FRANE HEAD & JAMEI
2
9871
-69871
BOX FRAIVE HEAD & 141VB
3-
9520�
65164
INTMRAL FN FRAME SILL
9870
69870
BOXFRAMESILL
6
7940
65102
FIXED L13MNG RAIL
6
7126.4
65103
MEETING I RALRElNI`ORCEMff
7
7942
651.09
SASH STOP,
8
8873
65117
_9LANGECOVERS
9
7092
65105
SASH INTERLOCK
10
61644VV
WSTP.,-.187 X.270 RN SEAL.
11
7092.1
65114
SASH
12
7D93
65106
SASH SIDE RAIL
13
7745
65113
SASH LIFFRAL
14
1669
71669SP
LOIRSUPPORTPLATE
is
15BI10
71694
TILT BALANCE SHOES
16
1686
7FPHPSSPF
FIVOT BARS
17
_712IMEISLAW
CAM SWEEP LOCK
18
-
76133SLKW
GAM SWEEP LOCK KEEPER
19
79803VT 'WEEPHOLECOVER
2D
7676RHTL
RHTLTLATCH-'
21
7675LKFL
LH TILT LATCH
22
71669SP
ALUM SCREI/V SUPPORT PLATE
23
.71038W
INSTALL HOLE PLW
24
71684K
SErTING BLOCK
25
71884AK
SEMNG BLOCK - SEY ADHESIVE
26
76X1 FFIM
6XY'FH-7ECH(4I0SSPAIlTrM
27
7612FPrM
6X11T FH(41OSS PANTED)-
28"
76X2TPA410X
6XTTHVINYLSCRIEWSS
29
78XI14FPAB410X#8X1I14�
30
8X1FPAX 1#8
V
ITEM
DWG NO.
PART #
.-DESCRIPTION
718"LAM I.G. GLASS. I1W TE]MIPERED OUTBOARD -
31
AIRSPACE- 110ANWALED -.090 PVB INTERAYER-
Iff ANNFALED (5116- LAM
71B11 LAM I.G CLASS: 1/6'ANNEALED OUTBOARD-
-32
AIRSPACE- 1/8"ANNEALED -...M FVB INTEFLkfER-
118" ANNEALED (5116- LAM)
33
34
3/4" LAM I.G. GLASS: 1 /U'TEMPERED OUTEMRD
35
AIRSPACE- 1/8"ANNEALED—M P4B NTEFLAYEH-
Vill- ANNEALED (5/16-.LAIM
31W'LAM I.G. GLASS: Iff'ANNEALED OUTBOARD
36
AIRSPACE- 1/8'ANNEALED-.D90 PVB NTEFtAYER-
IWANNEALED (5/16"LANP
37
38
39
SILICONE DOW 1199
40
6492
1 6�11112
GLAZNG BEAD
41�;;3
6514D ISOLGLAZINGREAD
OPTIONAL
3.250 FLANGE
3.250
3.250
rC___ .040
2.-'84- 2. 84
11 - _j
JLZ
AUfrTF j
50 2.(00 T
.060 QF
- ITEM, 2, k
- ITEM -3, 'INTEGRAL FIN SILL BOX FRAME HEADMAMB
L --- ITEM 4,
MATU White Ridged PVC by MIKRON Industdes. Inc. MAT'L: Whit& Ridged PVC _OPTfONA
DWG NO. 9285 by MIKRON Industries, Inc. FLANGE BOX FRAME SILL
OPTIONAL
FLANGE DWG NO. 9288 IVIATL: White Ridged PVC'
by MIKRON Industries, Inc.
DWG NO. 9286
910
1.647--
L
1.647
.065-7 l.'60- 065.
C�l Mild VA i C
"'t, 00,7
moo axjuoj�
ITEM 12,. ITER 13,
SASH-SlDff RAIL" SASH- LIFT RAIL
IVIAT'L: White.Ridged PVC MAT'L:,White Ridged PVC 77,
by MIKRON Industries, Inc: by MIKRON Industries, Inc.
DWG NO. 7093. DWG NO. 7745
ITEM l,' INTEGRAL F - IN HEAD . /JAMB
MArL: White Ridged PVC by MIKRON Industries, Inc.
DWG NO. 9287
I
3RW- -;;MWT
I fl=6 A PER MIAMI-DADE LETTER DATED lW1108
R 1070 TECHNOLOGY DR17 EXTRUSIONS
12(1&08 B - NO CHAIVGE THIS SHEET NOKOMIS, FL 34275
Robert L. ClarR, PX.
P.O. BOX 1529 Vinyl S I Hung Window, L�_rge Missile Impact
M., chhwsy Dm. NOKOMIS, Ft. 34274 il&ibly Bettr� - 1-1-g-, , - I F�. PE #39712
OB107108 SH500 519171 Structural
r 7, —Half I, ': - B
i
pit'. -A
AMR,
Eli"""
"NUN
"NUM
"in
mam
"Im"In
U19"I"UNNIN
Emig""
"in
"I"NININ10
W own
mm"Flum"In
NIONFININ"In
Eli"
ENKI
W®RWIA_=����������
I
K4
MON
Miami"
UNION
U191919101mumm
mm
IBM
ANCHORAGE NOTES FOR BOX FRAME:
1. ANCHORTYPES: 1-311VULTRAPONS
-2-#10SCREWS�
2. ANCHOR'LOCATIONS ARE BASED ON THE
FOLLO WIING DIMENSIONS.
-HEAD-- 6" MAX. FROM TOP CORNERS
JAMBS 9" MAX. FROM TOP CORNERS*
(*NOT TO EXCEDE'114 OF TOTAL'WINDOW HE IGHT.
6" MAX. FROM BOTTOM CORNERS"
46MIN.-BELOWMTG� RAIL
SILL �AwHORS NOT REQUIRED
r
i'INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2-
- -BOXfRAME.WITH OR WITHOUT
4. ANCHORAGE SHOWN FOR
OF`TIONAL FLANGE.
S. FOR INT66RAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11.
1/1.WIND='
[-52
Exarrple 52'125x-75,Fpr1hWndowsI,
75"
3 Khchorsi required in the head
3
Anchors required beloW ihe MTIR
.--Anchors'required above the MTR
VIEW WINDOW
Exaftple.52.125 )i 62.50O.For View Window si
AITProyed —p4ug Wijt the
52 V8. om
H�adA�k. 3,,1"
FflTAm. C gm;
.21
,*%Sash'
FRed"I'\
FIXED
NOTE:'FOR VIEW WNDOWS USE VEN FIXED WINDOW HSORT FOR ANCHOR QuANTrry IN HEADAND 62 1/2"
A9OVt'THEM_'TR, ANP USE THE VIEW SA.SH.WND0W HEIGHT FOR ANCHOR QUANTRY BELOW.THE MIR
J
MAXIMUM HEIGHT FORVIEWWNDOW IS 62 -1/2".
SASH
_4H
NOTE: FOF01EW WINDOW)THE LARGEST,CAN NOT EXCEED -,T
HE TESTED SIZE.
R..dpy., DaW R�ib
,L).G. 11a5ms A- PER MIAMI-DADE LErMR DATED 10131108
R.ww. WIL� , R.11bww E
1070 TECHNOLOGY DR[ ANCHORAGE SPACING'
Wj.-, 1211=5-- B ADDED A1VD MODIFIED VIEW WINDOW EXAMPLES �NCKOMIS. FL2I427!K
Vinyl Single Hung Window, La'rge MisSile finpbct rk P.E.
P.D. BOX 1520 R rt L.
�_Br, MW wey Dk.- NOKOMIS, FL34274 ip— NPE #39712
J.'.* - SH500 NTS 9 11 'Strktural
..G. 0&,7,,8-'r. 13