HomeMy WebLinkAboutNOA; Series Tech 5108 White PVC Fixed Window - LMI_V7q
J
M IAM I•DADE •IIAiVII—DADE COUNTY; FLORIDA
aaF 1 . �����Q/� RODUCT CONTROL'SECTION.
VJ� �"G U� :11805:SW 26 Street, Rooni 20.8
DEPARTMENT'OF REGULATORYAND ECONOMIC RESOURCES (RER) I4liami;.Flgrida 33775=2474
iiOARD:ANWCODE ADMINISTRATION DIVISION: 786) 315-2590 .E (786) 315-2599
NOTICE OF.ACCEPTANCE.:(NO REV'EWED FO
www.miamiJade: ov/builJin
legency us,, ne.:
200o Locust Gap: Highway ST:.LUCIE COUNTY
imotint Ci rmel, PA 17851:
SCOPE:
013 0 C C rod«%��
This. NOA is being issued under. the•applicable rules. and iegulations governing the use of constntction
materials..'The documentation submitted has been:ceviewed 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
. .
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 that! Miami -Dade County) reserve the right
to have this productor.matedAl tested for.gtialityassurance purposes. 'If this product or material fails tb:perform
i t the accepted :manner;' the manufacti rec:will incur the ezpeiise of such testing and the AHJ may immediately
revoke, modify, -or suspend thejuse gf such product or,mai terial''ithin'their jurisdiction. RER:reseives the
right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Sectioi0 that this
Product or material fails to. meet the to uireitients of the applicable building code..
P g .. PP. .. g
.This product is approvedas described herein and has been.designed:to comply with theFlorida Building Code,
_including the -High Velocity Hurricane Zone.
DESCRIPTION: Series "Tech.5108 White PVC Fixcd Window- L.MJ.-
APPROVAL DOCUMENT: Drawing:N6AULS0060, titled "Series Tech 5108'Viqf Fixed. Window:
(LM;I)"; sheets 1 througlr 5 of S :dated 09/16/08 --with-revision Jl dated .10/20./2020, prcparcd by- PTC Product
Design Group, L•LC, signed and sealed by Robert J,:Amoruso, P.E ,bearing the Miami -Dade: County
:Product Control Revision stamp with the NDtice of Acceptance number and expiration date by the Miami
Dade CountV Product Control Section::.:
MIiSSILEIMPACTRATING--.: Large and Small Missile Impact Resistant
LABELING:, Each imit'shall bear a Permanent label with the.manufacturee-S, e.or logo, city; state,,series;
and following stat&idiit: "Miami -Dail& County,Product Co-ntr- I -Approved", unless otherwise noted herein. =
RENEWAL of this NON shall 'be considered 'aft era renewal application:lias been filed and: there' ltas been no
change: in he. 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; arid/ or-inantifacture'of the product or -process: Misuse of this NOA-as:an: endorsement of
any product;:. for sales, aIdvertisnig1or any othe.r purposes shall automatically terminate this' NOA: Failure to
comply with any section of this NOA shall be cause- for termination and removal of NOA.
ADVERT)SEMENT: The NOA nuinber'pteceded by the words Miami -Dade Codhty, l lorida, 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 of the job site at the request 'ofthe. Building Official:
This: NOA revises NOA No.•20-0109.04 and consists of this page 1, evidence pages E-I and E-4 as well as
:approval document -mentioned above: .
The, submitted documentation was reviewed :by Sifang Zhao, P.E.
fflAM1!A(3EC0U=NTY
.0:1/21/2021
NOA No. 20-1103.06
Expir160'n.Date: January 28, 2025
APproval Date: January.21.2021.
Pave I
P°
�•S
Rellenev Plus, Inc:
NOTI E -OFACCEPTANCE: EVIDENCE SUBMITTED '"
1. EVIDENCE SUBAUTTED UNDER' PREVIOUS NOA's
A. DRAWINGS'
1. Mahufact "rer's die drawings and sections:' : (Srrb��titted ruder NOA No. 08-1021.04)
2- "Drawing, 6. RPLS00(i0; titled "Series -Tech 5W8.Vinyl FiXeVindow (LMI)",
sheets 1 t�hrougli-5 of 5, dated�09/16/08, with revision H: dated 12/24/19, prepared by
VTC Product Design:Group, LLC, sighed and: sealed by Robert J. Amoru1 O, P:E.
B: TESTS � ; .
1: Test report :on::1) Air Infiltration:TeSt, per FBC, TAS 202-94'
•. 2) Unifoml Static Air Pressure Test, Loading:per FBC, TAS 202-94:
3) Water Resistance T.est,.per-FBC, TAS 202-9.4
,4)' Large Missile Impact Test per FBC; TAS201-9.4
5).Cyclic Wind Ptessi�re"Loadmg.pet FBC,'2AS 203-94.
6} Forced:Entry Test, per FBC2411.3.2.1, and TAS:202-94
along Wit :marked=up drawings:and-installation diagram of-j series 5.108 white -PVC
fixed wmdovv, prepared by National Certified Testing Laboratories, I e" ., Test Report
x�... .
:No. NCTE-110-11363-1: dated 05/ 15/08; signed: ai d sealed by Hat old E. Rupp,: P;E:
.(Sgbq#(t l under NOA No V&1021.04
2. Test reports:on: 1)-Air Infiltration:Tesi, per FBC, TAS 202=94'
2) Uniforni Static Air Pressure Test; Loading per FBC; TAS 202-94.
3) Water Resistance Test, per, FBC, TAS 202=94
: a .4 La ' e wlissile Im act Test er FBC; TAS�01
Cyclic Wind:Pressure Loading per.:PBC,>TAS 203 94
;i) Forced Ei1try Test, per. FBC 2411.3.2. 1, and TAS:202-94
along wi%jniarked-up drawings and installation diagram of a�seri 's, 5108 white PVC`
fined wnidow,:prepared by National Cettified Testiiig Laboratories, Iiic., Test Report
No. NC 1✓=110-.22857.-1,'dated. l 2%l Z/ 19, signed. alid sealed by Joseph A: Reed„P.E.. .
(SubniWOW wider NOA:No;'20-0109.04)
C. CALCULATIO ,: S
1. Anchor .vayrification .calculations 'and structural analysis;complying with FBC 5`h .
Edition (2;014), dated-06/I is/15 with revision. dated 09/01/15Nprepared by PTC Product:
Design Group,. LLC; signed :sealed by Robert:J. �Amoruso P.E:
(Srtbn:itf it wider NOA No.15-0618.01)
2. Glazing complies with ASTM E1300-04
CI: QUALITY ASSURANCE
:1:: Miami -Dade Department of Regulatory and Econoiliic: Resources (RER)
CIt. MATERIAL CERTIFICATIONS
1: Notice o f Accepta'' e �No. �1:9-0305;02 issued �to,. Kuraray, Amci iea," Inc:. for their
.. ..
"TrosifO. :Ultra' i*ar, Clear aiid,Color PVB Glass Interlaycrs"
:date:d ' 05. /P9/ 19, expiring on, 07/08/24.
Wang 7haoi?M
tip"
j,, .
NOA INN* . 20-1103.06
: Expiation bate: 3anuarv:28, 2025
Approval:ate: Januaryll,;.2021.
.: ;E' I
eencV Plus, • Ilc. ...... .
:N.OTICE-OF•ACCE,PTANCE: : EVIDENCE'SUBMITTED
E. MATERIAL CERTIFICATIONS, (CONTINUED)
I. Notice of-Acdeptance No. 18=0122.02; issued to ENERGI Fenestration.Soiutions
:USA, Inc., for their. White Rigid PVC :Exterior Extrusions: for Windows and
Doors; approved on 03/08/18, expiring on 02/28/23.
F.. STATEMENTS..
1. Stateineiit letter of eoriformarice;'complying; with FBC 61h Edition: (2017), dated January
8, 2018, propared;by; PTC Product:Design Group; LLC, signed and sealed by.;Robert J.
Amoruso, RE. (Strbu:iller!'iiruler VOA No. 1$-D122_.10)
G: OTHERS:
1: Notice of Acceptance No.18=0:918.03; issued to Regeri '.Plus, Inc. for their Series
White PVC Fixed: Window'='L.M.I.,.approved, on 10/.11118 and expiring on
0.1 /28/20.
2: NEW EVIDENCE SUBMITTED .
A.'DRAWINGS;::
L. Drawing No. RPLS0660 titled"Series Tecli.5108.Vinyl Fixed:Window (LMI)';
sheets 1 thiougli'S:of 5,. dated:' with revision H dated 12/24/19,: prepared by
PTC:Product Design Group, LLC, signed-and:sealed by'Robert J. Amoruso,
B: ..TESTS.
None.
C. CALCULATIONS
...1.... . None.
D. :QUALITV ASSURANCE
1. Mianii=Dade Department of -Regulatory. and. Economic Resource :(RER)
E. :MATERIAL CERTIFICATIONS
1: None.
F.. STATEMENTS
a, Statement letter:of confomian0; complying with FBC ! Edition (2020);: And of no
financial interest, :dated 10/20/2020.; prepared by PTG' Product Design .Group,: LLC,
signed and sealed byR 'bert:J.,Amoruso, P.E..
G. OTHERS
l.. Notice of.Acceptance No..20-0.1100.04, issued,to.Regency�Plus, Inc. for their. Series
51.08.' White PVC Fixed. Window — L.1VI I approved on 01l30%20 `acid expiring fln
.0 l /28/25.:
Sifarig :Zhao, P.E.
NOA No: 20-1'10106
xpiration Dnte: January 28;.2025
Approval Date:: January 21, 2021
E-2
AEGIENUYTILUK
�. e.. o.
SERIES.:TECH 51:08 VINYL FIXED WINDOW:{LARGE MISSILE IMPACT)
o.
INSTALEATION: ANCHORAGE DETAILS.::. .. .k o i
..
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND IAWUFACTURED TOCOMPLY WITH REQUIREMENTS OF:THE'7thEDITION (2D20) FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)," O' :cc
< r
a oo al
2. 2X WOOD FRAMING. 1X OR 2X WOOD BUCK, METAL•FRAMING'AN7D CONCRETASONRY OPENING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE)h1ASONRYOPENING IS
THE RESPONSIBILITY OF THE'ARCHITECT OR ENGINEER OF RECORDE/b(
. - ' ' ..
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK'IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHEN USED, IX BUCKS SHALL BE
DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE'AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED'COATING OR
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF -THE ARCHITECT'Ok ENGINEER OP -RECORD. : ' -
4. THE PRODUCT SHOWN HEREIN HAS.BEEN. TESTED TO TAS 201, TAS 262 AND TAS 203. SEE.TEST-REPORT NO, t &L-110.228W-1. DATED 12/17/19 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY
JOSEPH A.REED, FLORIDA P.E. NO-58920 .. .. .. . .
5.1.
FRAME: EXTRUDED RIGID PVC` BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MD NOA:
5.2.
GLASS.INTERLAYER; TR.OSIFOL INTERLAYER BY KURARAY AMERICA, INC PER CURRENT MD, NOA:
.LAMINATE ..
.
¢
0: GLAZING: ... .... .... .... ... .. .
-
... ...
.
5:1.
GLAZING DETAIL AS TESTED: .... .. .... .. .. .... .. ...
- - -
zma
0.1.1.
- 8.12.
.'OVERALL:71WNOMINALINSULATINGLAWNATEDGLASS.'
GLASS THICKNESS:.(1) LITE OF 3116' NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR.
a e
8.1.3.
LAMINATED LITE: (2) LITES OF 1/B' NOIJINAL ANNEALED GLASS SEPARATED BY A 0.09D' TRQSIFCL INTERLAYER BY,KURARAY'AMERICA, INC.
¢ n
614
_
. SPACER TYPE/SIZE•3�'H-�NOMINALCARDINALENOURIGEDGESPACER:(A1-D)'1LUMINUM
IL
B.I.S. :'GLAZING SYSTEM:' INTERIOR GLAZED WITH (2}LEAF DUAL:DUROMETERAND SIKAFLEX 552' BACKBEDOING WITH A SNAP -IN (2)-LEAF DUAL DUROMETER RIGID VINIYL.GLAZING BEAD: "
62. .ALL SETTING BLOCKS AND GASKET. MATERIALS.SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF. THE FLORIDA BULLRING CODE, SETTING BLOCKS SHALL BE NEOPRENE.WRH A 70 TO 90 SHORE A DUROMETER. GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. ' . .. .... .. ... ' .... .. .... .... -
0.3.� - AS TESTED GLAZING MEETS ASTM.E1300-049 FOR -THE DESIGN CONDITIONS SHOWN IN THIS, PRODUCT APPROVAL DOCUMENT.• -
` 7. . -APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PR66fi& IN wN 6 BORNE DEBRIS REGIONS INCLUDING'THE HVHZ.
8. _ SHIM AS REQUIRED ATEACH INSTALLATION ANCHOR WITH LOAD BEAR NG SHIM. SHIM WHERE SPACE OF:11161 OR GREATER.00CURS. MAXIMUM ALLOWABLE SHIM STACK TO BE:114'.:. . .
0. FOR ANCHORING INTO CONCRETEIMA SONRY USE 1/4' HEX HEADTAPCONS WITH SUFFICIENIT LENGTH TO ACHIEVE A.1 1}2' MINIhMUh1EMBEOMENT INTO CONCRETE WITH 1 1/2' MINIMUM EDGE DISTANCE AND 1"MINIMUM ENBEOMENi INTO
h1ASONRY WITH 2- MINIMUM EDGE DISTANCE: LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS; 4' MINIMUM. SPACING BETWEEN ADJACENT ANCHORS REQUIRED, ANCHOR LOCATIONS HAVE+1- 1- TOLERANCE .
AO.. FOR ANCHORING INTO WCOD FRAMING OR U.BUCK USE ONEOF.THE FOLLOWING:: :. .'.:-:_ :. .. :. .. :. :. .: .. ..
10.1. SHOWN IN.SECTION VIEWS;#12 PAN HEAD WOOD SCREWS(WS).WITH SUFFICIEN7.LENGTHTO.ACHIEVEA 1316!MINIMUM EMBEDMENT.INTO SUBSTRATE. WITH 718' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TOANCHOR . .
SPACING OF 2' ON CENTER, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +A I' TOLERANCE: ' .
10.2. NOT SHOWN IN SECTION VIEWS: #14 PAN HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12' MINIMUM EMBEDMENT INTO SUBSTRATE WITH )' MINIMUM EDGE DISTANCEANO MINIMUM ANCHOR-TOmANCHOR
- SPACING OF Z' OH CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1^TOLERANCE. .... ' - . - � -
.... . .... . ....
11.. FOR ANCHORING'INTO'METAL STRUCTURE USE 914 PAN'OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE' INTERIOR WALL WITH 314- MINIMUM'
EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF 2' ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE *1- i' TOLERANCE. '
12 _ ALL -FASTENERS TO BE CORROSION RESISTANT OR;HAVEACORROSION RESISTANT COATING, : -
13.. INSTALLATION ANCHORS. SHALL BE INSTALLED INACCORDANCE WITH ANCHOR MANUFACTURER'S .... .. ... ... ...
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED N9 SUBSTRATES WITH STRENGTHS.LESS THAN THE.. .. ... .. .. .. . .
MINIMUM STRENGTH SPECIFIED BELOW; . - :. : • ' . .. :. .. .. .. .. . .
13.1. WOOD MINIMUM SPECIFIC GRAVITY OF (G) D,42 (NON-HOHZ) AND 0.55 (HVHZ)-
13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSt • - ' -
13.3. MASONRY - STRENGTH CONFORMANCE'TO ASTM C•90. MEDIUM WEIGHT WITH DENSITY 117 PCF. -
.13.4. METAL SUBSTRATE: STEEL IBGA(D.0428%Fy-_33KSII Fu=AS KSI OR ALUMINUM6063-T50.048'.TH.CK MINIMUM...
13.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIRE IENTS.'
DESIGN PRESSURERATING (PSF):l IMPACT RATING '
i55.0 PSF LARGE MISSILE ... .. . .
IMPACT -
" TABLE OF CONTENTS
:SHEET
DESCRIPTION :-'
1
NOTES AND DESIGN PRESSURE CHART: ....
2'"
ELEVATION &ANCHOR LOCATION
9:
HORIZONTAL & VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY'
SUBSTRATE INSTALLATION '
4
HORIZONTAL & VERTICAL SECTIONS - METAL' SUBSTRATE INSTALLATION, GLAZING
DETAIL.'
S
COMPONENTS, FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS
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PRODUCT REVISED -
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.
5" MAX..FROM . CORNERS (TYP:)
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. .. ...
..
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INSTALLATION
HEIGHT- `.
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ELEVATION
ANCHOR LAYOUT.
an,aPo:?;
�oN��Nt,.
THROUGH -FRAME INSTALL ON
U INSTALLATION
EXTERIOR VIEW:
... .. .. ..
..
EXTERIOR VIEW-
PRODUCT REVISED
comprying vvlt h th. Fl.rldn
:.
GatldHOA-Iifo Code
EWr.u..o.t.0112812025
6
114" MAX SHIM . o < m
2X WOOD FRAME BY:
OTHERS (SEE NOTE 2, "' "" 1 3(B°'MIN. EMBEDMENT
SHEET 1).. PROPERLY 718" MIN. EDGE DISTANCE' ....
'2X WOOD FRAME BY OTHERS _ � s � �
SECURED. IX BUCK IS ri12 WOOD. SCREW Uj :OPTIONAL (SEE NOTE 2, INSTALLATION NC (SEE IVOjE 2, SHEE;f I ), ; .. .. .. - k LL Z z LL
SHEET I) ... .. u b o 0 0 A ALLATION ANCHOR PROPERLY SECURED 1X BUCK IS ..
SHEATHING . OPTIONAL {SEE NOTE 2, SHEET 1:): . - a N m w N:
BY OTHERS: #12 WOOD SCREW a 0.0 0 ~ m d �
ALLAT OR
iNST ION'ANCH
1 2 3 4
EXTERIOR FINISH-
".'BY. OTHERS - "EMBEDMENT SEE GLAZING DETAIL 1
SHEET
' ON SH
5
PERIMETER CAULK 1/4•'AL9)C: SHIM EDGE DISTANCE
BY OTHERS n
5 2 INTERIOR ..g .LL
w
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7 J f 3 ANCHOR —TO —SUBSTRATE :_;;.:•; :;.:-•>::
B " .' . 4 " EDGE. DISTANCES ARE o o .
-EXTERIOR SEE GLAZING DETAIL 1 .. TYPICAL
n
SHEATHING BY OTHERS o
S 7 6 4 a
ON SHEET 4 'SIDES OF"SUBSTRATE EXTERIOR FINISH ? C9 n p m ai
'BY OTHERS, PERIMETER CAULK - w " m
B VERTICAL' SECTION' :. sYOTHERS a LL o< z'
INSTALLATION a �} 0 � s
WOOD FRAME SUBSTRATE' RAM g z 'o
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. HORIZONTAL SEC
. ..50
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MAX. O.A. F
W=�im c
SECT. ION o
:. MAX, O.A.:. . - .. - AIL 1 .. .. .. C .. .. .. .. .. _ � x
_ SEE GLAZING DETAIL L•95l',1LLA't'lUN � o M
FRAME n
ag
HEIGHT ON SHEET 4 .. .. WOOD FRANlE SUBSTKA'flr. ��:. w o � �$wp2
EXTERIOR 6 4 INTERIOR w W Ions
7a
m .. U4' MAX..SHIh1 :. ..cx
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g g — 1 1/2" MIN. EMBEDMENT- CONCRETE ... w A
PERIMETER CAULK ' MI . EMBEDMENT - MASONRY
1" N
BY OTHERS. 2. ..`?$
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EXTERIOR FINISH . 1 `_ CONCRETEVASONRY BY s °a.
BY OTHERS 1!4MAX SHIM : "J:! OTHERS (SEE NOTE 2; SHEET 1)
lo4" ITN! TAPC N Ftanaa RE,Nq. as752 . .
":'='.. • 4 1 1/2' MIN. .... .... SEE GLAZING DETAIL'I .. INSTALLATIO ANCHOR'
3..2'1 +•••• R
PROPERLY SECURED :.
1X WOOD BUCK BY
,-•. . - ? .. -EMBEDMENT
ONSHEET4
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OTHERS ISEE NOTE 3"
SHEET1) .
CONCRETE BY OTHERS
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No 4
_'R_
(SEE NOTE 2 SHEET 1)
E
12 h11N. EDGE DISTANCE - CONCRETE
1l4" ITbV TAPCON
"
N.EDGEDSTAN -M S
:. ti 2" MI I CE A ONRY
%-0-
1 112" MIN'. EDGE DISTANCE
.....
INSTALLATION ANCHOR
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i
� ERTIC L ECI'ION :
�:'
6 7 .''
PROPERLY:SECURED'1X WOOD BUCK'
WOOD BUCK
1NSfALLATION " ' .
BY OTHERS (SEE NOTE 3, SHEET 1):
PROTECTION BY
CONCRETE SUBSTRATE
PERIMETER CAULK BY OTHERS
OTHERS' (SEE
q.
WOOD BUCK PROTECTION BY
EXTERIOR FINISH BY OTHERS
NOTE 3, ET SHE1) ' . OTHERS (SEE NOTE 3, SHEET 1)
h1AX OA.,FRARIEWIDiH., .
PRODUCT REVISED
whh a Florida
�BuadingC /e
.� HORIZONTAL SECTION No.-ae. 20-11030e'
e.po-wo�.oauo+rzerzozs
CO, CRET OARY S TE .
INS'1'ALLA'1'ION
E/MAS UBSII2A ey Via.
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.. .. .. .. .. :. INSTALLAYI6NN6TESi .. .. .. .. .. .. .. .. .. d° ¢' .� S
.. #.14 SHEET METAL.. . .
SCREWISELF-DRILLING SCREW ... .. ... .. .. .. .. ..
... METALSUBSTRAE ... :.
INSTALLATION ANCHOR " : .' : 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: N '
_ .. _ BY OTHERS 1,1, .. VP60D:- MINIMUM SPECIFtC GRAyLTY OF (GY 0.42 (N.ON�HVHA AND 0.55 (HVH2j a o "
" (SEE NOTE2,SHEET.... .7.2,.. OONCRETErMINIMUMCOMPRESSNESTRENGTH.OF2500PSI .. - ..
EXTERIOR FINISH
BY OTHERS : 'egg MIN. "' 1,3.:. MASONRY- STRENGTH CONFORMANCE TOASTM C-00, MEDIUM WEIGHT WITH DENSITY.> 117 PCF
a
._ 3THREAD$MIN. 1.4• METAL.$UBSTRATE: SEELILIGA(0.04287,Fy,=33KS1/Fu-45 KSIOR ALUMINUM 66M3-T50.048'THICKMINIMUM., O w
.. EDGE DI5T. FIJIBEDMENT Btl'6ND . 1.4;1• _ METAI. SUBSTRATE TO. MEET. MINIMUM FB:C HVHZ CODE REQUIREMENTS: z (7
.. ! (TYP.) INTERIORWALI.' .. .. .. .. .. .. _ . U O o o e
;)4 2.• . ' .2X WOOD FRAh11NG, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETHMASONRY OPENING TO BE DESIGNED AND ANCHOREOTO PROPERLY. )," '+• H I�J c "
/4
_ .. .. r SHIM SPACE SSTRUCTURE.__AND C 0 _ . . _ E DF. THE ARCHITECT , OF. ' m : o _- 4 F o C: .B
+ '. TRANSFER ALL LOAD TOFRAMING ONCRETMIAS NRYOPENING:ISTH RESPONSIBILITY EARCH OR ENGINEER
... .. .... .... .... RECORD..
3. 1X BUCKOVFR CONCRETEtMA50NRY IS OPTIONAL WHEN IX BUCK IS USED, INSTALLATION ANCHORS WILL PASSTHROUGH WINDOW FRAMEAND 1X BUCK. . .
'PERIMETER CAULK _
INTO CONCRETFJMASONRY SUBSTRATE. WHEN USED, IX SUCKS SHALL BE DESIGNED AND ANCHORED TO TRANSFER ALL LOADS TO
BY OTHERS .' 1 :' ;' STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE -SEPARATED WITH APPROVED-_
CRATING OR MEMBRANE SELECTION OF COATING OR ME MBRANE:IS THE RESPONSIBILITY OF THEARCHITECT OR ENGINEER OF RECORD.
ON ANCHO _ ... LOAD M. SHI RE AGE GREATER . MAXIM f�•.
4 SHIM AS REQUIRED AT"EACH�INSTALLATf � RVJITH L� � � BEAAINGSHI� � � � � MVh3ERE SP � � OF 1116'ORG � TER OCGURS�AUM
ALLOWABLE SHIM STACK TO BE 114': m
.. .... 2 ... .... .... . .... .... .... . .... - ... ... ... .. ..
m
LL
-5. - �FORANVFi0RIN61NT0 CONCRETFJMASONRY USE 'l/4^HEX HEAD TAPCONSWITH SUFFICIENT LENGTH TO ACHIEVER 112'MINIMUM17 EMBEOM1fENTIN70• � m Z � O
- _ CJ •], CONCRETE VJ)TFI'(12' MINIMl1h1.EDGE DISTANCE MO I'MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS, AS
J ' SHOWN W ELEVATIONS AND INSTALLATION DETAILS: 4• MINIMUM SPACING 13ETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE W-1' •
SEE GLAZING DETAIL 1 .,1 .. ... Q ' F
_ ... ON THIS SHEET . .... 'Y .... ... —
.'TOLERANCE:: �: .' .' .'. .": ." .'
:.. ... :.
6. FOR ANJHORING'INTO W000 FRAMING OR 2X BUCKUSE'ONE OF THE FOCLOVJINGi Z Q
,6.1. SHOWN IN SECTION VIEWS: 012 PAN HEAD'WOOD SCREWS"(WS) WITH SUFFICIENT LENGTH TOACHIEVE A 1 316.• MINIMUM EMBEDMENT INTO i- C "
V ERTFCAL SECTION � ; , � � � ' " SUBSTRATE WITH 71W MINIMUM EDGE DISTANCE MID MINIMUM ANCHOR-TOANCHOR SPACING OF 2' ON CENTER LOCATE ANCHOnAS.SHOWN IN -' ' . ' Z � n�
6 rvaTAUAnDN WINDOW' ELEVATIONSAND'INSTALLATIONDETAILS.ANCHORLOCATIONSHAVE+/.""TOLERANCE " ' ' Y w2 r ?'
EXTERIOR .. .. htEi'AL SI!BSiW1TE .. ._ INTERIOR_
'HEICHY :. 62 'NOT SHOWN IN SECTION VIEWS:#14RAN HEAD WOODrSCREWSIWS) WITH SUFFICIENT LENGTH TO ACHIEVE A 12' MINIMUM EMBEDMENT INTO aLLh _ H2
SUBSTRATE IAITH I'MINIMUNI EDGE'GISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OFZ'ONCENTER:LOCATEANCHOR$ASSHOWN 614 -iog
B EI EVATIONS AND LY$TAhIATION DETAILS; ANCHOR LOCATIONS HAYE+/-.1` TOLERANCE g
SEE GLAZING DETAIL. I ' _ _ 7. FOR ANSHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF ORILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 Z 5 ••¢¢ ?
�. � ON THIS SHEET '4 : _ - "THREADS MINIMl1h1 BEYOND STRUCTURE INTERIOR WAIL. WRH 3W'fAINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-70•ANCHOR SPACING OF VON
- c1 V o
:CENTER. LOCATE ANCHORS AS.SHOWN IN ELEVATR*.S AND INSTALLATION! DETAILS. ANCHOR LOCATIONS HAVE+1- 1• TOLERANCE.; " . W o'r o Z JOB
'Eom s0
.. .. \� .y .. B..::INTERIORAND,F,XTERIORFINISHESBY.OTHERS.NOT,$HOWNFORCLARITY;. "" - .. .. � UI' �0
5 7 �.. W, o
' 9.•.FERIMETERANDJOWTSEALANTBY"OTHERSTO13EDESIGNEDANDI.ORSki FIED C mrn
.... 1 4 MAX: SHIM SPACE..' .... .
... ... .... .. ... ...
1 SHWAS REQUIRED--.).. . EXTERIOR m
. .. SHlM SMETAL
PACE .. ' ... 4 '.7 Z 1" .. - ... SCREWESE —0RIL .. ..
. .. ... '
" LING SC • . ' : . "' '
INSTALLATION HD
PERIMETER CAULK . - . ti : " INTERIOR R - ocatJ. Ammuso, P.E.
.. BY 0T11ER5 . ,,� ... .... .... .... .. .... .... .... .... .... .. Flcnaa P.E. tlo. 40752 " .
.: +�ajiMESnq,� . .
:.314•MIN, - _ - .. :. 0. .. .. ��,44S•••GEN•'�4.'.
.. :. -. .. EDGE/DISK S7 BITE�
EDGE D35T..-I ... ' 3 THREADS PAIN; . .. .. (TYP.) .. .. .. 00'' ��'4 sF' ti
.. ir. (TYP.) .EMBEDMENT BEYOND. .. .. 5 - _�.�-1�@;': No 49 52 cG�
EXTERIOR FINISH :}� ... .' : . "'INTERIOR WALL:' tz
. ... ... + .. _
BY.OTHERS : _ :..METAL SUBSTRATE. "' - : "' . " :3 THREADS MIN
:.. 7 OO
BY OTHERS,.. EMBEDMENT BEYOND INTERIOR. .... 9�. STATE10 0
a14'SHEET METAL .. .... :1 7
f
. ... SCRELVISELFARILCLYG SCREW .:. (SEE NOTE 2, SHEET 1) .... . . y- ... ........ ...\- 6'
INSTALLATION ANCHOR' - ' " " - ' " METAL SUBSTRATE BY OTHE 71W OA INSULATING GLASS
SEE GLAZING DETAIL 1� `• : • j (SEE NOTE 2, SHEET 1) C6NSISTINGOF: I�4mn1ttL4t
VF,RTICAL SECTION ON THIS vfi ANNFaiLEo Lass, 4[ u. ... _ `.. O.OMIO: TROSIFOL.'INTERIO. ...
-- h1ETAL SUB$7RgTE _
' :.. ::�INTERLAYERBY KURARAY ... :.'
... ... .... EXTERIOR. .. .... .... ..AMERICA INC., 1/8°.. .. .... .. ..
ANCHOR —TO -SUBSTRATE ..
.. :. .. .. :. .. :. .. FINISH .. SPACE, 31�INTERIOR .. .. - ..
.. ANNEALE
EDGE DISTANCES ARE ExTERIORFtN SPA ,
TYPICAL AND PERIMETER BY OTHERS " TEMPERED GLASS'
MEASURED TO. BOTH _ MOO..=1��epREVISED "
SIDES OF SUBSTRATE R Qo6miY Gotl with the Florida
... .. ... .. e
6 .:..7 sYOT�IIERs
.. .. .... .... .... Explrnllon Dati011261202S
HORI70 r AI, srcTlou GLAZING DETAIL:
G'L�srALLnnov
0
MI•m • onw
0 MASTER FRAME :.:.
0.070" TYPICAL WALL THICKNESS
0 SASH:STOP FRAME -COVER
0,070" TYPICAL WALL THICKNESS .
4.170"
2:015"
—.. 1.635"
0 54
2.730""
—�j 0.847'
7—
30 --POCKET INSERT
0.070" TYPICAL WALL THICKNESS .'
® GLAZINGB.EAD
0Vo,, TYPICAL WALL. THICKNESS'.:
0.612 " .....
0.472"
0.5 52"
1..031.. .
"
j.�
0:33380___ 0.825"
.0920" 0.750'
.. .. .. .777
�441
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.... .. .. ... ... .. .. ..
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CORNER CONSTRUCTION'
..
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Series Tech 5108 Miami Dade fm act Fixed/ Bill of Material "
::Item
um .
N bers
Part Numbers
Description
Supplier
t ::
IV White:1060 ! 7780 /,AG
Master Frame' ::: .....
Eneigi Fenestration"
2
IV White 1070 /7736,-
Sash Stop Frame Cover--
Energi Fenestration"
3
IVWhite 1079/7T37
Pocket Insert/ CenterSection.P.W "
EnergiF.enestration—
4 .
IV White 110317726 :
PW Glazing Bead :.
Energi Fenestration*!
.5
552 Sikaflex Black
Wet Glaze' F. ixed Center Section)...
Sika US '
6
Hurricane Laminate Impact'
Operating Sash E366 2.7mm 10.,90 PVB (Kuraray America; Inc.* Trosifil) Interiayer IG
Cardinal
7
VEN-VG-1208B "
Black'Glaiing Tape 118 x 318 x 8V (Fixed Center Section) "
Industrial'Sales
8
2NB=8K-0.0062-028.064 :
Glass Setting Blocks Sash (Neoprene wf70to 90 Shore A Durometer)
Frank Lowe.
9 ....
n/a :. . ....
Endur IG'Edge. Spacer (Al-D.) Aluminum....
Cardinal'
NotShown
H-808WHZ- ...
Weep Hole Cover White .. • .. ...... ......
Product -Design ------
Not Shown
1WO511022
30PP12-18P50!9116 X1 314 X 3 Foam Block
Liridenmeyr
"* ENERGI FENESTRATION
SOLUTIONS USA; INC., PER CURRENT MD. NOTICE OF ACCEPTANCE NOA) ... ..
8
Robert J. AR W. P.E.
... Florida P.E No. a9752
00t�;.•��CEHg`F 09G�..
@f' No •9 52 ' G
V a
%I
I
PRODUCT REVISED
1 suua,�lYMe with the Florid.
• Nod-wo. 20.1103.06
.. .. ...
. . � � . � . � � .. ... F.rrpintioe Dete 011281202
ar ✓a
- - � � Utem • • uet Dorm