HomeMy WebLinkAboutNotice of Acceptance 7725699114 Central Window 03:28:43 p.m. 04-27-2016 1/13
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�� MIAMI-LIADE MIAMI-DADECOUNTY
�" Q;Q� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SN 26 Street,Roam=
BOARD AND CODE ADMINISTRATION Drn%ON T(786)315-2590 F(786)3152599 ;
NOTICE OF ACCEPTANCE (NOA) www.miom1dede tov/eeanomv
PGT Industries,Inc. '
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority I
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes.If this product or material
fails to perform In the accepted manner,the manufeaturer will incur the expense of such testing and the AHJ
may immediately revoke,modify, or suspend the use of such product or material within their Jurisdiction.
RER reserves the right to revoke this acceptance,if it Is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:Series"HR 510 Vinyl"White PVC Horizontal Roiling Window-L.M.Y.
APPROVAL DOCUMENT:Drawing No.51912,titled"Vinyl Hark Roller Window,Impact resistant",
sheets 1 through 10 of 10,dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E.,hearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Nami-Dade County Product
Control Section.
WDSSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modeliseries, and followitrg statement: "Miami Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then 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 be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#111114.06 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0612.14
aunrtl�aneeourrnr Expiration Date: February 1Z,2021
Approval Date: July 302015
r f 2�I l Page 1
7725699114 Central Window 03:29:05 p.m. 04-27-2016 2/13
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 09-0901.077
2. Drawing No.5191-2,titled"Vinyl Horiz.Roller Window,Impact-resistant",sheets 1
through 10 of 10, dated 08/12109,. with revision C dated 05/29/15, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: l)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)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of a series HR-510 vinyl
horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc.,
Test Report No, FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez,
P.B.
(Submitted tinder NOANo. 09-0901.07)
C. CALCULATIONS
1. .Anchor verification calculations and structural analysis,complying with FBC-P
Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM B1300-04
D. QUALITY ASSURANCE
'1. Miami Dade Department of Regulatory and Economic Resources(RER).
4
ManuelPe' P.E.
Produ_et Controlxa ner
NOA No.15. 612.14
Eapiretlon Date: February 17,1021
Approval Date: Jully30201�
E-1
7725699114 Central Wlndow 03:29:19 p.m. 04-27-2016 3/13
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
2: Notice of AcceptanceNo.12-1017.02 issued to Qpanex Building Products,Inc.,for
their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
02/07/13,expiring on 12126/16.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-5u`Edition(2014),dated
June 5,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E;
2. Statement letter of no financial interest, dated June 5,2015,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No.11-1114.06,issued to PGT Industries for their Series
"IR-510"White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and
expiring on 02117/16.
l
Manuel PCAJ P.E.
Product Control ftplmner
NOA No.15-0612.14
Expiration Date: February 17,2021
-Approval Date; July 30 2015
E-2
2.114"MAX.
IMPACT-RESISTANT HORIZONTAL ROLLER MAX TYPI 4"o.c.MAXTYR.
f— Damp Pmesum ImpodRoung cn
TYPI to
w
BOX FRAME AND INTEGRAL FIN WINDOWS T !F �
GENERAL NOTES: 80 P 70 PSF ftmi"00.1malody
I.GLAZING OPTIONS.
A.,7191 IG-511W H/H-SO+VIV-AIR+I/rA CAP
0.Ifir 18-511W H/H-SO+711ir-AIR+IfirT CAP
t9
T d
Z CONFIGURATIONS:XO AND OX d KO&DRAWING TABLE OF CONTENTS
-0. SHEET
3.DESIGN PRESSURES-+601-70 PSP(ALL GLASS TYPES LISTED) GENERAL NOTES..
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE &j
AND GLASS TABLES ASTM E 1300. GLAZING DETAILS...__-----2-3
S.POSITIVE DESIGN LOADS BASED ON WATER TEST NS,I.F. 4
T
PRESSURE AND GLASS TABLES ASTM E-1300. -SECTIONSi BOX FRAME...............—.5
PARTSLIST......._*...........................
4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS EXTRUSIONS-I.....
3W ABOVE GRADE FN:rHF HvH;%THE EXTERIOR CAP OF mcHomarx s;;6iG*,'W6j'FRAME._8
INSULATED GLASS UNITS MUST E TEMPERED. x ANCHORAGEDETAILS,BOX FRAME-9
1 0 ANCHORAGE DETAILS,I.F.FRAME-10
S.ANCHORAGE:ANCHOR SHALL BE AS LISTED ANDSPACED AS
L
SHOWN ON arrAlLs.ANCHOR EMBEDMENT TO SUBSTRATE
STRESS
BEYOND WALL DRESSING OR STUCCODESIST
THE 3311304 —32 34 VENT DLO WIDTH-4 1-329116FIXED DLO W(DTH-4 INTEGRAL FIN
SMESS INCREASE,HAS'NOT BEEN USED IN'THE DESIGN OF THIS
I I
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED To STEEL - 73"MAX
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR —70i/4"FRAME O.D. ...AX.SIZE 73"X 62"
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE APPROVED ANCHORS:1.3116,ELOO ULTRACON)
Z#10 STEEL SCREW(GS)AND 3.(.1211)X I-Ilr ROOFING NAIL FOR73*MAX.
FIN. & 32 9110 FIXED DLO WIDTH
32 3/4 VENT DLO WIDTH
0.REFERENCES:TEST REPORTS FT1,491%ELCO TEXTRON NOA
ANSMAMPA',NDS FOR WOOD CONSTRUCTION;ADM ALUMINUM
DESIGN MANUAL:QUANEX BUILDING PRODUCTS(WHITE RIGID
PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS)
?-THIS PRODUCT HAS BEEN DESIGNED&TESTED To COMPLY
WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HW4 k-
a-SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT 19 NOT pRwtIcrRs"mv
TRANSFERRING APPLIED LOADS. ABLE OF avmpyammw�rg�
FLUSH TO THE SUBSTRATF,USING SHIMS CAP cu
9-ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE 22;4 Acseprmscao)9.4612? w
AND FLANGE OR FIN.OVERALL SEALINOWLASHING STRATErAY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE Cr tvmn► Product ow
DONE BY OTHERS,
10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN FINE(G-aSS),CONCRETE(MIN.3A KSI)AND
x
CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.
a %.NNN
8114"
4F
4 3f4n--"- BOX FRAME
SEE SHEET 8 FOR -115'MAX O.r.
Ir Ma, MAX SIZE 73"X 62"
130"�-SENTRYGLAS%Y KURARAY AMERICA,INC. ANCHOR REQUIREMENTS
LU
EOff NOTES FORM 0 2014MVISE MAX Luz.
Wl C HEIGHT &VA77ONS ANCHORAGE
dr
Naha cE,rzc3rYrlaN0 rt �.e
lum TECH
FBC2010 CODE CHANGE NNEW"w ......... "V,
0
or
;01/18flI50 A act box�!Lmv Wnyl HarlZ J?olfer w,Impact-justatmt
S
Addqd25Lmg 94MFd 11116 above note RacqXIM R2 Mndo
20 1
J.& FLCOACWM '0 1"61912 c P.ExEm
W
V
V
N
® 718'OVERALL GLASS NOMINAL CA
118'LAMI GLASS NOMINAL
A
118°HEAT STRENGTHENED GLASS
711 B'AIRSPACE
.090'SENTRYGLAS BY
118'ANNEALED OR KURARAY AMERICA,INC.
TEMPERED GLASS
118•HEATSTRENGTHENED GLASS
a
112'NOM. c
29 GLASS SITE
32 39
37 28
29'
EXTERIOR
35
O
PaODUCrRMSED
w complYingwirh tta Flutlde
f2 RAcicie�pl n�roNo 12•l�
OP7701VAL rgror�r�nuo 7p1) w
N
FLANGE °T Ul
Mimn Piodutt' Ul
v
3
tttut7
7/8"LANA I.G.GLAZING DETAIL 0%,pgi LYIN 4`1.? CD
WITH 5116"LAMI GLASS AND 4/8"CAP �� �icttry •tc�'��
Q S •'••!gyp ; v
Na.587D$ ^'
C o
X128/16 C NO CHANOE THIS 9NEE7' O 1E G
1070tectwOL06V URIVE OLAPlNG DETAILS-80X OR FIANQE FRAME '%'r�s•:F4orttvl;,.•'G��
J.J, lOH7/!f B NO CHANGE /ssHEET s •R g [RIF 1/!n /HarpRallerWlndow 1, ect-mslstant S;�NAL,
J OlHB/fD A Chan ad less make u drawing(Ne. PA BOX ISaa a ft"lAt .,, ".,,.— ■wr
Ope Pit NOKOMIS.FL 30 twig 1':� 2 -, 10 $181-2 C A L� 5 8705 P�!.
JR BN!?JD8 R ■29aD6 �
L
GLASS NOMINAL CA
06'LAMI GLASS
-NOMINAL
119"HEAT STRENGTHENED GLASS
7118'AIRSPACE (9
—.09II'SENTRYGLAS BY
U6"ANNEALED OR KURARAYAMER[CA.INC.
TEMPERED GLASS—
---118*HEAT STRENGTHENED GLASS
lir NOM.
29 GLASS SITE
32 39
37 28
29
EXTERIOR
<
PRCOUCrRuvisEs
CvmAYIa8v41hdt*Fkft
OuUdrnaCado
OP77OA14L
FLANGE By
3
7/8"LAW I.G.GLAZING DETAIL
WITH 5/16"LAMI GLASS AND 118°CAP
No.5570
p
PIT,
FTffAft 14M"W -E F
"W15 0 NO CH"GE THIS SHEET
77 ro/17/11 —8 No CHAUSE THIS SHEET N, F", GLAZING DEMILS-INTEGRAL FIN MWE r .........
!LpLI.Hodg.Roller Window,Impsof-resistant
j.R. A ChfirinsdilLass make yp m ..
I "m At-
dm*fng IND. ... ft%ohA
JR 08�rZA29 arc 1.11 .7 a to 51.41-2 c P.E 101
Au
fJl
19. 18 13
SEE NOTE I
SEE NOTE 1 14 SEE NOTE 4 DETAIL D
Is. 16 HEAD SECTION
SEE NATE 3
29 29
EXTERIOR 11
SEE NOTE 2
4 5 29 21
22:
DETAIL DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.#6x 1/2 FL SMS;LOCATED AT 4 W
FROM EACH END AND AT WO.C.
2116 x WaPL SMS,LOCATED AT4 1W
FROM EACH END AND AT 16"O.C.
S.68 112 FL SMS.LOCATED AT 4112" SEE NOTE 3— 21
FROM EACH END.
4.CAM LOOKS: 29 22
(2)ATI-EACH END
S.WEEPHOLES ARE VX 3hir.SEE
SHEET I FOR LOCATtONS. / HOT Atc*am No 15-0fatt,14-
—MD tal
SEE NOTE-6 pm",
QY Al
0� DETAIL E o
10
SILL SECTION
N . ..
HOT WELD CORNER ASSEMBLY O ...
(INTEGRAL FIN) N0.50705O
SC 05/29!16 tww rz
19
C JVQ etfd�GE R LhS SHEET TIRE OF W-,
15ROW �70 CROSS SECTIONS-INTEGRAL FIN 0
_17 I *'---ftonink- & :6
agagdo Am No than (bb Shoot. =n I-Hodr-RollerVWndow,Impact-Posiblant
In I'S 11
W101 /fl B CHANGE THIS SHEET
owe
Imia *2 4
MCOAAMM I' P -'a I":6:1:9�1-2ca nems
V
19 13
is
SEE NOTE 1 2
SEE NOTE 1 14 SEE NOTE 4 DETAIL D
15 16 HEAD SECTION
2
EXTERIOR -SEE NOTE 3
29 29 0
EXTERIOR 11
29
SEME NOTE
?
4 5 r -Q 22 21
DETAIL A DETAIL Q DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.0 x 112 Fl.SMS.LOCATED AT 4112'
FROM EACH ENDANUAT WO.C.
2.#0 x 318 FL SMS.'LOCATED.AT4 ire
FROM EACH END AND AT 16"O.C.
 x 112 Fl.SMS.LOCATED AT 41/2' SEE NOTE 2_---J,l 21
FROM EACH END.
4.CAM LOCKS: 29 22
(2)AT.r EACH END HOT MODUCTRaw,I smam Florift
S.WEEPHOLES ARE VX 311W.SEE VMD 11,81=111h
//---
AenpjmccNc s-m%VW oSHEET I FOR LOCATIONS. G�. I acni
La
Dy 5?
Miam pfo" 4h.
SEE w
;EE =.a '9
NOTE
10 :4
DETAIL E
SECTION
SILL SECTION
..
HOT WELD CORNER ASSEMBLY ........ ......
(BOX FRAME) 2
sC C NO CHMSE TWS SHEET a-Va" ,A
5 IMTECHNOL00YORNE CROSSSECTIONS r
BOX-FRAME
17/1"Af 0 CHMGE TWS SHEET N.VNICe^34275
0/jW I ...!*
0 A No Chas this shoot. PAD&W Un I Hbfiz Railer Mndow,.���t
3W4 1--mm aw
FL-MAN29M
OW12V9 Naimmm Ft HRSia 172 1-5 .10 5191-2 19
N
417
ITEM DWG NO. PART# DESCMP71ON �
1 sloe 85108 FRAWHrAp.s1.LANDJAM S MOFLY
a
2 5488 85588 1`11ANEHEARSELI.ANDJAM3S(E3OXON.Y) 21
4 5102 66102 FOIE3IME£i1NGRAL 13
5 5123 05123 FIXEDIME_78iCiRAL-ALUMNUMRSW
0 8 K P FHTHCH(CAMU)CK KB3HR)
8 78X312TfABX GM GX3W PPTVFEAB F807i W 15
8 718685P 330825A1UMSCFMWSUPPORTFLATM n
10 5138 55138 ROUJR1RA0t
11 5138 85130 ANRM ig
12 71038W MTAIJAMONHOLEFiAMIAOXONLY) 34
13 5104 06105
9
t4 sf14 85114 W3tLOCKPAL-ALthNGRdF, 4 Q
15 T6208MAW CEMVJVWI.00KS
1B 70133SUM C1M13Wt$ILOCKI(MIER 21. ii
W 1044 61044W VOTP..107•x270FWSML
IS 5137 65137 SASHSOERAL
io 5114 85114 SRERAL-ALMA"RE W.
20 1844 81844W VMW..187.X170FNSFAL
.21 sloe 86100 SASHTOPABOTUM11AL
-22 5114 65114 TOPA130TTOMRhfL-ALLME4Uh4T09W.
23 1644 81844W W9TP.J87x.270FWSSkL 2A .
24 226.1 42112)D ROLI.E#tHOmW
25 mm" BRASSV*ms
20 7612FW 6K la FHFHLo2PTBRYB 26
27 T638FW' 7h3feFHPHL02PTSRLfS
26A 68YNK718 Tn6•SUFmspACER
28B SSW1OX3e SM SUPE3irBPACFR q
20A 8412 05ti2 GLAZN38EAD,f-um
.32A 718'LAM LO,GLASS.,IW TE3YT-RI D
(NOT OLR3OAHD-A1RBPACE-116•ANNEALED-.080
USED) AM NTMLAYi3E-116'ANNEALED(5110•LANG
32B 716'LAM I.G.GLASS*
118'AN4EAltD
(Wr OUTBOARD-AIRSPACE-118•ANNEALED-A88
USED) WD HEMAYE R-IN ANWALW(6116•LAM)
34 SCREEN
PitOOUCT1Et3VISBO
m cmnytyie8 wph the Flmidx
as viapoovins 1 tS.Ofo1214-
37 BETINCIBLOCIt *AWde Z� w
38 SC)meDOW1108
40
o
NOTE;
ALL EXTRUDED VINYL MANUFACTURED 4
BY QUANEX BUILDING PRODUCTS,INC. k�: ,%%.% 1y LYNN dl'�i�r +�+
f ....... I
T'c. No.5870L " No
-.O .�• 2 �...�� 431
6a9115 C NO MAW=TM8 SHEET _ �OQ� =7 1 8 NOCHANGE SSHEET 4orN VENfCE.FLa4n TOW 11
c{`�,5.tOHso .+lGt`tii
J O7HalO A Removed 9/4' lase end headl fiotrt E3Qht Pa,a Ism Wn l Hor&Rollet KIndaw 1 eCt-mdatanl
ti�nR4F'E
6C Re NO .Ft34714 0 4Mr a •y
pw 7Fc css
Jft O0ft2T19 Fi Haig tVTS 6 * 10 61812 C pagsoms w
V
'V
471
ati
t4
REMOVEABLE NAIL FIN
REMOVE-
ABLE 1.835----------��--{{{
FLANGE
.o7a
1250 ,083
-- 060 oao 1,aao obs 17a o65
O 4.000 1.410
�
FIXED MEETING RAIL 0
FIXED MEETING RAIL REINFORCEMENT
DWG#5902 DWG#5923
SASH tNTERLOCICRAIL
RIGID FVC A!6005-T8
13 DWG#5905
RIGID PVC
.000 1.647
1.100
3.250 � .508 {+--
1AFRAME E
DWS. 116 6 a ,060
RIGID PVC 1.160 obs .065
.050 1.022
L ShLl_�0
SASH INTERLOCK RAIL
REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL
14 18 DWG#5914 18 DWG#65137 29' DWG#65108 a►aaa�"ODUCTg1iv+52D
a+rmawuaure�tmra.
At 6063-T8 RIGID PVC RIGID PVC ""ol" a.
.080 A�daeeNnl��b61Z.iQ, o
i Data +jam
1,305
�� Miam! aaaPnldutl
Pei
.080
210 fE
3.250 .035 7 `iti
BOX FRAME --i h•—obs ����ti�a�Y LrNry
2 DWG#5989 LG.BEAD ROLLER TRACK/ANTI LIFT F •-
RIGID PVC DWG#5fi fit 1 DWG#5938
No.58705' :x o
DUAL PVC RIGID PVC `�
~ n � Etf �71o)
s.;�+
sG osrla/16 c No CHANGE 7Nrs SHEET EXTRUSION CROSS SECT/ONS 'p u`~
wms>cer+maara '"';CrC`'� �"co oe . '.��
J.J. 1Q1i7/11 B rVO NANQETHIS3-wr ILVE"IMFLU215 T f SSS'••......•• ,G�a
it . o1/1 A AtldadxaBihkrar,:•tomreatkuWrra nmoumrheem+,pforsM'pAu: P.o eqz VIn l Hor&Rolls& ndow Im aot reslslant
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AR wisms FLM Wig 1:1 7 .010 61912 C r.Eeserar
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V
V
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l!1
HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
A
PRESSURES OF+601-70 PSF OR LESS' ANCHORAGE NOTES FOR BOX FRAME:
WINDOW HEIGHT(In) 01.ANCHOR.TYPES: t-31116"ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES)
24 30 38 1 42 1 48 1 54 80 62 MINIMUM EDGE DISTANCE OF 1`.
2-#10.SM SCREWS,GRADES(FOR METAL AND WOOD-SUBSTRATES)
WINDOW ANCHOR #OF ANCHORS REQUIRED( 1 OR 2) MINIMUM EDGE DISTANCE OF316".
WIDTH(in) LOCATION Z ANCHOR LOCATIONS ARE BASED ONTHE
FOLLOWING DIMENSIONS. R
Head and SIII 2 2 2 2 2 2 2 2 0.6'MNG FROM ALL CORNERS
24
JAMBS-16.312s MAX.O.C.
Jamb 2 3 3 3 4 4 5 5 HEAD1sILL-tb"MAX O:C Q
3.INSTALL PER THE ADJACENT TABLF-ANCHOR
Head and Sill 3 3 3 3 3 3 3 3 QUANTITIES USING THE'DIMENSIONALCRITERIAOF
36 1 NOTE z
Jamb 2 3 3 3 4 4 6 5
4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE.
42 Jamb 2 3 3 3 4 4 5 6 S.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1 fi 10.
48 Head and Sill 4 4 4 4 4 4 4 4
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
54
Jamb 2 3 3 3- 4 4 5 5
80 Head and 801 5 5 6 5 5 5 5 1 5
Jamb 2 3 3 3 4 4 5 5
66
Head and SRI 5 5 5 5 5 5 5 5
'
Jamb 2 3 3 3 4 4 5 5 ffic°n°l7,�sy ntm�e°Plmla.
ftCo
A Rmp
htoltwNe -p 12.14- I W
Head and Sill 5 5 5 5 5 5 8 6 L ,io�n2di
72
Jamb 2 3 3 3 4 4 5 5 n
nr� t Ln
v
Head and Sill 5 5 5 5 5 6 6 6
73
Jamb 2 3 3 3 4 4 5 5
..........LYNN�Iflee, ��, N
�1cNS ''•.ep 4
No.567D5
C U8/2fi/!5 C CHAfVGE'fN vwoHTfNANCHOR.TA6LEobobw -�
ANCHOR.CHARTS
1maTauwo�oaroRnre ;�1`''•. a ��
ii
/!i 8 NOCHANRETHISSHEET RVERME.K34M +�WTI Horix Roller Mdow.!m ct rsslslent
JOf/!E/!0 A Addededd!llonelanchorfi(amteflon P•o•eox» ..w.,.e .� a.+.W
o e Noxaeu�as�a� NTS e a 1D 51812 C WJOEM9 FL CO
010 SCREW,SEE112*MIN.EDGE 010 SCREW,SEE
1/4"MAXSHIMT!�� r-2! 'SHEET 8 FOR SPACING SHEET 8 FOR SPACING-A
1 3fir MIN
1 114"
114"
REMOVVEABLE MAX
FLANGE
r
FLAN-z —
Gmf
MAX (SHIM
SHIM
#10 SCREW,SEE T,StZMIN. NCrrE*INSTALLATION
SHEET 6 FOR SPACING EMOVEEABLE-/ 70 THE SUBSTRATE
R
FLANGE OF 1x OR 2x WOOD
REMOVEABLE FLANG
SUCXSTOBE 0
1W MIPL EDGE ENGINEERED BY
JAMB.W/BOX FRAME HEAD W/BOX FRAME SILL WI-BOX FRAME OTHERS
THROUGH FRAME,INTO 2X WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
9,:12.3'mo IN,
1318"MIN.EMBED 3.6 KSI MIN.CONMIETE EDGE DIST. APPROVED MASONRY
OR 1.5 KSI MIN,CMU ANCHOR,SEE-SHEETS
114-MAXSHM---4 I-- -*".:.,4i�
FOR SPACING
EDGE DISTANCE • • EMBED
114'
F15MOVEABLE MAX
-'A 114'_T
:-f L. FLANGE
APPROVED MASONRY SHIM
ANCHOR,.SEESHEETSREMOVEABLE
FOR SPACING
FLANGE
-j I-WO-EMSED
REMOVEABLE FLANGE F 16 KSI MIN.CONCRETE APPROVED MASONRY
-/
ANCHOR,SEE SHEET a
ORIAKSIMINXIALI Ks,MIN.C011CME
FOR SPACING OR1.SKSI MIN.CMU EDGE DIST;
pitcoUCTURVISSID
JAMB W/BOX FRAME HEAD W1 BOX FRAME SILL W/BOX FRAME AscomoybowilbilmFleffisla
owinomdo
I Va
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE AIhcc cc
Oma
Ix BUCK OPTIONAL 1x BUCK OPTIONAL Ix BUCK OPTIONAL It
By
NOTES: MI=It ado .duct Cant
1, FOR CONCRETE APPLICATIONS IN MIAMI-DADS.COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116-ULTRACON,EMBEDED I 318"MIN., DISTANCE FROM ANCHOR
TO CONCRETE EDGE 15 1"MINIMUM.
2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 910 STEEL SCREW.EM81SDEO 131W MIN, 3
&WOOD DUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSETOTAL THICKNESS IS LESS THAN I 1W.Ix WOOD BUCKS ARE OPTIONALIF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 29 ARE 11/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED-By OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S,
4. FORATTACHMENT TOALUMINUM;THEMATERIAL SHALL BEA MINIMUM STRENGTH OF 6053-T6 AND A MINIMUM OF 118`THICK,THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR To T14ATSHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL
BE A ft SHEETMETAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED. .4,
"rC r
NO QHMGE THIS SHEET
AkW15 C two TEctmomY AUA*R0NDErA1LS-B0XjMWGE'Ff?AME
0
ftldg
INSr
Window. 0"
Sir q1W7/11 8 NOCHANGETWSS11WT
QR. 01A to No changes Ift sheet Ri =n Hark.Roller w. I Presish f
r
J OWVM , n0f=P16,234M &UMMMUMMIL n.
R-
V
%4
hi
lir MIN.EDGE Lri
al
to
114'MAXSHIM---11— (.1201 DIA.x I Wr ROOFING NAIL,
SEE SHEL7.1 1.41V MIN EMBED lir ON.EDGE
FOR SPACING
REMOVEABLE—/ L
1.887
FLANGEMANOTE:INSTALLATION
X
SHIM TO THE SUBSTRATE
OF1xOR2xWOOD
BUCKS TOBE
0-
ENGINEERED BY 0
REMOVEABLE FLANGE—/ L{.12w)DIA-x i Roopime NAIL, iH OTHERS
&a SEE SHEET I FOR SPACING
JAMB W/NAILFIN HEAD W1 NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
1/4'
REMOVEABLE SHIM
FLANGE
- T
(.12D)DIA.x 1 1W NAIL,—
SEE SPACING
I -
SHEET I FOR SPACING Irr MIN.EDGE
1,430.
0 MIN EMBED
SILL W1 NAIL.FIN MODUCT REVISED
THRU NAIL FIN INTO WOOD FRAMING nuildingCdcla
Acc,ptmcvM
, Sj
J5 w
NOTES:
0)& D
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-RADE COUNTY,USE(.120')DIA.X 1112" ROOFING NAIL
I md
MIAMI-RADE
2.WOOD*BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I 112". Ix WOOD
BUCKS AREOPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE I 1&%THICK OR
GREATER. INSTALLATION 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 BEA MINIMUM STRENGTH OF 003-TS AND A MINIMUM OF 1/8'THICK THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
t.
THESE DETAILS FOR 2XWOOO BUCKS.THE ANCHOR SHALL BEA 010 SHEET METAL SCfMW WITH FULL ENGAGEMENT INTO THEALUMINUM. Na,513705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
SC fuZ
0522115 1'C CtIANWD ANCHOR TO.120 ROOFING AWL
INSTALLATION DETAILS-INT FIN MME
1870 TVCK=GY DRM
HANGE7MS -T N.VEN10EFL3W$ .........
J. WWI A Ca"Cled tangth P?mwx1s2q I Hyfiz Roller Mndow,hp��nt
0--tww naft to 2-1121.added die.In decftd. HammilLFL34274 Xn4 — jamtiLYfza,
Ott D&+i?rG8 MIND 112 1 10 0 10 1" 6191-2 C REJ mm