HomeMy WebLinkAboutNOA 2-9-22. .. .
.... RECEIVED .
DEB 0'7 2022
5t. Lucie County .
MIAMI•DADE Permitting
1DE COUNTY, FLORIDA
"PODU CT CONTROI,'SECTION
n 6 Street, Room 208.
DEPARTMENT OFREGULATORX AND ECONOMIC RESOURCE ), o D2 brhi Florida 33175-2474
BOARD AND CODE ADI\•IINISTRaTION DIVISION ep �pr 7 90 F.(786) 315-2599
:.NOTICE OF ACCEPTANCE: NOA
�, .:.
CODE
.Regency Plus, Inc..:.:.
2000 Loeust Gap H. ighsvay. ST., LU . IE .COUNTY-:
Mount Carmel PA 17851
:SCOPE:
This .N.QA is being issued under the applicable rules and-regiilations .governing the use of construction
.. . materials. The documentation: submitted has been reviewed and accepted by Miami -Dade: Coiinty RER -
Prodnct Control: Section to be Liled.i�1 Miami Dade County aild:otherareas'where:allowed by the Authority
: Having Jurisdiction (AHJ).
This. NOA. shall riot be valid after the expiration. date stated 'bolow: The .Miami -Dade County Product CoritrOl
Sectioil.(Iir Miami -Dade County) and/ or the AHJ (.in:ai•eas other than Miatn.i=Dade County) reserve the right
Ito have this productor material tesfed.for:quality assurancepurposes. If this product or material fails to pertornl.:
iri the accepted inanrrer, the manufacti�rer.wi l incur the expense ofsuch testing and the: AHJ may immediately:.
. ..
revoke; :in.odify, or suspend the use of shell product or material within their. jurisdiction. - RER :reserves the
right to revoke this acceptance; if it is determined b} Miami -Dade County Product Control .Section that this
roduct or material fails to meet the re uiretrients of the a licable buildingcode:
This product is ap . oyed as described herein: and has been desigt' d;to comply w iih..the_Florida Building Code.
inclitdin the High Velocity Hurricane Zone.
DESCRIPTION:. Series "Tech 5108" White PVC Fixed .Window - L.M:I:
APPROVAL DOCUMENT: Dra.wirig No. RPLS0060, titled "Series Tech 5108 Vinyl Fixed Window. -
(LMI)'°, sheets 1 through 5 of 5;:dated 09/16/08; avith:revision J dated 14i20J2020, prepared by PTC Product
Design Group, LLC, signed: and :sealed by Robert J. Amoroso, P.E., bearing the Miami -Dade. County
Product Control'Revision stamp with the Notice of Acceptance nuinber and expiratioli:date by the Miami=
::Dade Count Product Control Section.:.
.. ..
MISSILE IMPACT RAT:IN:G: Large and Small:Missile Impact Resistant
.:-LABELING: Each unit shall bear a permanent label '�vith the:m.,nufacttirek's name:or logo, city, state;. series, :
and following:staiem.ent: "Miami -Dade County Product Control:Approved", unless otherwise noted herein.:...
ENEWAL of this NOA: shall:be considered after a. renewal application has :been filed avid there: has been no
Chan ern ahe applicable buildiri code negatively: affecting the performance: of this product..:..::::.
g pP . cab/ g
TERMINATION. of this NOA will occur after the expiration date or if there has been: a revision or change :iri. .
- the.materials, use; arid/ or.manufacture of the product or process. Misuse of this NOA as.an endorsement of
any product; for sales, advertising or any other piu poses shall automatically terminate this NOA. Failure to
comply with any section ofthis NOA shall: be cause'for termination and r6niovai. of NOA.
sw
E3DVERTISEMENT: The NOA nuffiber preceded by the words Miami -Dade Coi lity, Florida, and follgwed
by the expiration date may be displayed in advertising literature. If ariy. portion of the NOA'is displayed, then
it shall be:done in its entirety.':
INSPECTION: A copy of this entireNOA 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:B:ui1ding Official'.
This NOA revises NOA No. 20=0109.04 and consists'of this page l; evidence pages E-1 and: E=2.,, as well as
approval document mentioired above.:
The submitted docuri�;eirtation was reviewed, by Sifang Zhuo; P:E.:
wo
NOA No. 2071103.06
INIAtdbbADECOUNTY
t.
M Expiration Date: January 28, 2025
0.1 /21 /2021
Approval%te: January 21, 2021 .
Page 1
Regency.P.lus, Inca
...:NOTICE OF ACCEPTANCE':' .EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's "
A. .:DRAWINGS
1. Manufacturer's die diawiiigs and sections:: (Submitted under: NOA No. 08 1021..04)
2.. Drawing No. RPLS0060, titled:"Series Tech 5108 Vinyl Fixed Window (LMI)".
sheets 1 through 5 of 5, dated"09/16/08, with revision H.'dated 12/24/19, prepared by
PTC Product Design.Group; LLC, sighed:and sealed y•Ro ert:.i..Amoruso,
B.:. : TESTS
1, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform:Static Air Pressure Test' Loading: per FBC. TAS 202-m94 :..
3) Water"Resistance Test,.pei EBC; TAS 202-94,
4) Lame Missile, Impact Test per FBC TAS 201-94
=5).Cyclic. Wind Pressure Loading per. FBC, TAS 20.3=94.
6) Forced Entry Test, per FBC 2411.3.2.1, and: TA S. 202 -94
along withmarked-iip'drawings and -installation diagram of a series 5108:white PVC
fixed window, prepared by National Certified Testing.L'Aboratories, Inc.; Test Report
No: NCTL-110-11363-1, dated 05/15/08; signed and sealed by Harold E. Rupp, P.E:
(Subndtted under NOA Alo.:08-1021.04) .:.:::::.
. ....... .. ...... .
:.2:.:: Test repokts.6n:4) Air Infiltration -Test, per FBC. TAS 202-94
2) Uniforrn.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 Cvclic Wind Pressure Loading er F'BC, TAS 203=94 .
6) Foiced:Entry Test, per:FBC.2411.3.2.1, and TAS 202-94
..
orlon tivith marked-u drawin s and instal of series 5108 white PVC:: :.
g p g .. ....... . ...... .
fixed window; prepared by National:Certified Testing Laboratories, hic:,: Test=Report
No, NCTL410=22857-1,.dated 12/17/19., signed and sealed by Joseph A. Reed, RE...... " .
(Subtriitted under NOA.Na: 20-0109.04)
C. .: CALCULATIONS: .. .
1. Anchor; verificationcalculations and structural analysis. complying with FBC, 5"'
Edition (2014), dated 06/1 UI5 with revision dated 09/01/15, prepared by PTC Product
Design Grou LLC, si lied and sealed by"Roberta: A noruso, P.E.
(Submitted under. NOA No. 15-0618:01)
2. Glazing complies with. ASTM E1300-04:..
CI. QUALITY ASSURANCE
1: Miami -Dade: Department of Regplatory and Economic. Resources (RER)
CIT. MATERIAL ;CERTIFICATIONS
t: :.. Notice of Acceptance No. 19-0305.02 issued to Kur:aray America; Inc:. for their
.. ..
"Trosifol®. Ultraclear, Clear and:.Color PVB Gla. ss,Interlayers":
dated. 05/09/19, expii•i0g:oh,07/08/24.
.... ....
Sifang ao;.:. :.:
Product Contr6l Examiner
..- .. NOA No. 20-1103,06 _
Expiration Date: January 28, 2025 "
Appi'oval:Date: January 21,.2021
E:=A
Regency. Plus; Inc.. ::. ..
NOTICE OF ACCEPTANCE:: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
Notice of Acceptance No. 18-0122.02, issued to ENERGI. Fenestration Solutions
TJSA9 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. Statement letter of confonnanCe, complying: with:FBC 611 Edition (2017), dated January::
:.: 8, 2018, prepared:by PTC Product'Design Group, LLC,:signed and sealed by Robert J.
Amoruso, P.E.::::. (Saibmitted cruder NOA No. 18'0122.10).
G: OTHERS .: ::. ... .
1, :. Notice of Acceptance No. 18-091.8.03- issued to Regency Plus, Inc. for their Series
.....
5108". White PVC Fixed Window - L .M.I:; approved on-1 0/11/18 and expi6bg on:.--.-
....
O1J28120. .
2. NEW. EVIDENCE: SUBMITTED
A. DRAWINGS::
I.. Drawtri No RPLS0060. titled.Series'Tech5108 Vinyl Fixed Window �L.MI)',
sheets 1 through 5 of 5, dated 09/1..6/08. with revision H dated 12/24/19, prepared by
PTC-Product Design Group, LLC, signed:and sealed by Robert:J. Amoruso, P:E:
:B: - .. TESTS
L None.
C.- CALCULATIONS
1.... None..... ....... .
D. - UALITY ASSURANCE
1. Miami -Dade Department:ofRegulatory.and Economic Resources (RER)
......... ......... .. ..... .........
E. .MATERIAL CERTIFICATIONS .:.. ...:
None. .
.. ....... . ...... .
F.:. STATEMENTS
:'.1:.:: Statement letter of conformance,.coii�plying with FRC 7th Edition 2020): ai d of no
financial interest, dated 10/20/2020 prepared, by PTC Product Design Group;-LLC, ...
signed and sealed by:Robert.J. Amoruso.: P:.E:
G. OTHERS
I. = Notice. of Acceptance. No. 20-0109.04; issued to Regeh Plus, Inc. for their Series ...... .
*5108" White PVC Fixed: Window— L.M.I., approved on 0.1/30/20 and expiring on
01'/28/25.
Sifang Zhao, P.E.
.'
... _ . Product Control Examiner
NOA No. 20-1103.06 .
Expiration Date: . January 28,.2025:.
21
Appro� al Date:. January 21, 20
E.+.2
REGE CY PLUS. NC.
SERIES TECH- 510$ VINYL FIXED. WINDOW (LAR E MISSILE IMPACT')
.- INST'AI,LATION ANCHORAGE DETAILS
NOTES:. .. .. . .. . . .
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF 7HE'7U1'EDITION (2020) FLORIDA BUILDING'CODE INCLUDING THE HIGH VELOCITY HURRICANEZONE (HVHZ):
2. _ 2X WOOD FRAMING, IX OR 2X-WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRV OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEWASONRY OPENING IS .
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
3.: 1X BUCK OVER: CONCP,ETEIMASONRY IS OPTIONAL: WHEN 1XBUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE
.. DESIGNED AND ANCHORED TO. PROPERLY TRANSFER ALL LQADS:TO.STRUCTURE AND:IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARA.TEDNOTHAPPROVED COATING OR '
MEMBP.ANE, SELECTION OK COATING OR MEMBRANE IS THE RESPONSIBILITY Of THEARCHITECT OR ENGINEER OF:RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAB 202 AND TA.S 203, SEE TEST REPORT NO. NCTL-110.22857.1,DATED 12/17/19 BY. NATIONAL CERTIFIED TESTING LABORATORIES, YORK. PA, SIGNED AND SEALED BY
:.JOSEPH AREED; FLORIDA P.E. NO; 58920:.
W 'N ..LL
m z Ja O
5. ..MATERIAL: ..' ": .. ": .. .. .. .. .. ..
.. .. ..
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONSUSA, INC. PERCURRENT MD NOA: ... ....
5:2.: •LAMINATE GLASS-INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MD:NOA.. - . - . . ,
. .. .. .. .. .. . .. .. .. .. .:' .' . .:" .'.. .. ..
6.. GLAZING:
}
U rn
=
pU
y
q
G
' 6-L GLAZING DETAIL AS TESTEDt
" 6.1, 1. :'OVERALL V8" NOMINAL INSULATING LAMINATED GLASS.: : : : : : : • •
vi 2 ^
x w
m z
6.1L2. GLASS THICKNESS. (1) LITE OF 31%" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR. . ,
.. ..
D S a
LL a
-
5.1.3. LAMINATED LITE; (2) LITES OF 1I8" NOMINAL ANNEALED, GLP,a^,S SEPARATED BY:A 0.090" T,R,OSIFOL INTERLAYER:BY 1(URARAY AMERIGA, INC.
R
6.1.4, SPACER TYPE/SIZE: 3/8" NOMINAL CARDINAL ENDURIS EDGE SPACER (At-D) ALUMINUM,:. w ..
} F w
z..
6J.5. :'GLAZING SYSTEM: INTERIOR GLAZED WITH (2)-LEAF DUAL DUROMETER-AND SIKAFLEX 552 BACKBEDDING WITH A SNAP -IN (2)=LEAF DUAL DUROMETER RIGID VINYL.GLAZING BEAD,' . '
z
O of
Z
j O
W
-
"
6.2.. ALL SETTING -BLOCKS AND GASKET MATERIALS SHALL.BE IN COMPLIANCE WITH THE.CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS.SHALL BE NEOPRENE WITH A 70 TO.30 SHORE A DUROMETER. GASKET .
MATERIALS SHALL BE EDPM WITHAMIFJIMUFA 60 SHOP, EA DUROMETER,.'
00L)00
o
_ _
.: 6.3. : AS TESTED GLAZING MEETS ASTM: EI300.09a FOR THE DESIGN CONDITIONS SHOWN_ (N THIS PRODUCT.APPROVAL DOCUMENT, _ _
to_i
tr g
rnz
z q
"R
-
_
.. .. .. ..
7. APPROVED IMPACT,PRDTECTIVE SYSTEM:IS NOT REQU)PEED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING
N -
N
A. ::SHIM.AS REQUIRED AT.EACH INSTALLATION ANCHOR:WITH LOAD BEARING. SHIM. SHIM'NHERE.SPACE OF 1116': OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE -114", . ' .. ..
..
z
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2` MINIMUM EMBEDMENT INTO CONCRETE WITH 1 *2"MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO
LOCATIONS �/- 1" TOLERANCE.
e �
MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN: ELEVATIONS AND INSTALLATION DETAILS: 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED., ANCHOR HAVE
Mr.: FOR ANCHORING INTO WO.00 FRAMING OR.2X BUCK USE ONE.OF THE FOLLOWING: .. " .. ' : ..a '
10.1. SHOWN IN SECTION VIEWS:412 PAN HEAD WOOD SCREWS.(WS) WITH SUFFICIENT:LENGTH TO ACHIEVE A 1 3/8".MINIMUM EMBEDMENT JNTO SUBSTRATE.WITH 7/8" MINIMUM: EDGE DISTANCE AND MINIMUM ANCHOP,•TO-ANCHOR
=
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS'AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE 4 1" TOLERANCE.': - '
Rlond
J,.E.
P.E.
16Z. NOT SHOWN IN SECTION VIEWS. 814 PAN HEAD WOOD SCREWS (WS) WITH:SUFNCIENT LENGTH -TO ACHIEVE Al 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH i•' MINIMUM EDGE DISTANCE AND MINIMUMANCHOR-TO•ANCI4OR
MIS A CHOR OC 'iIONS HAVE+1 V TOLERANCE
Flunua
P.E.
No.
No. n3752
SPACING OF 2 ON CENTER, LOCATE -ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETA L N L A -
a.
11. . 'FOR ANCHORING INTO METAL STRUCTURE USE #f14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL: WITH 3/4" MINIMUM . .
EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" OUCENTER. LOCATE ANCHORS AS SHOWN: IN ELEVATIONS AND INSTALLATION:DETAILS. ANCHOR LOCATIONS HAVE:+/- 1" TOLERANCE. . .
12. :ALLFASTENERSTO BE CORROSION RESISTANT OR HAVE:ACORROSION RESISTANT COATING
13. INSTALLATION ANCHORS SHALL -BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES. WITH STRENGTHS LESS THAN THE. .. .. .. .. . .
MINIMUM STRENGTH SPECIFIED'BELOW: .. "' _ q ,
1 3.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0,42 (NON-HVHZ) AND 0,55 (HVHZ a
13,2. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY • STRENGTH CONFORMANCE;TO:ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF
-13,4. METAAL SUBSTRATE: STEEL IAGA (0.0428�, Fy=.33KSI / Fl = 45, KSI OR ALUMINUM'6063-T5 0.048!'THICK MINIMUM.:'
13.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE'REQUIREMENTS.
rESIGN PRESSURE RATING (PSF) : IMPACT RATING:' I . '
t55 ;0 PSF LARGE MISSILE .. .. . .
.. IMPACT .. .. .. . .
TABLE OF.CONTENTS
SHEET
DESCRIPTION." .
1
NOTES AND DESIGN PRESSURE CHART
2-
ELEVATION A ANCHOR LOCATION
3"'
HORIZONTAL, & VERTICAL S,�CTIONS - WOOD AND CONCKF%/V1ASONRY' .
SUBSTRATE INSTALLATION ::':
4
HORIZONTAL & ORIZONTAVERTICAL T SEC - METAL SUBSTRATE INSTALLATION, GLAZING
DETAIL
5
COMPONENTS, FRAME CORNER: CONSTRUCTION AND BILL OF MATERIALS
eRODUCT REVISED
�a eomplying with.tho FbilAa
Don Dote 0412812025
.. MAX - -
2X WOOD FRAME BY: :: :. .. .
114" SHIM o. e
N
OTHERS (SEE NOTE 2, " 1 318" MIN. EMBEDMENT
SHEET 1), PROPERLY 718" MIN. EDGE. DISTANCE w. o
SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS N: x w x
OPTIONAL (SEE NOTE 2, INST NCH (SEE NOTE 2, SHEET•i), m z z m
#12 WOOD SCREW
ALLAT40N ANCHOR r o b K O
-. SHEET 1) -- _ rl-
SHEATHING :.' _. A w.�. a lu w z m:.
BY OTHERS-\� ;. ANCHO 1 2 3 4 a w w a ow
.:OPTION L (SEE NC)TE 2 SHEET 1j, ,
EXTERIOR FINISH �; I . "' . - 13/8" MIN. R
BY. OTHERS �� I EMBEDMENT :: ETAILI r o
#12 WOOD SCREW
INSTALLATION
6 ON SHEET
:. :: :: ..: .. 1:: .: .. .. .... .. .... - .. .... .. .... .. ....
PERIMETER CAULK 7/8 "MIN. o o u
1/4" MAX SHIM EDGE DISTANCE . o
BY OTHERS 5 r 3 INTERIOR :. �
- g' ANCH P=TO-7 SUBSTRATE of
_ . .. _.. 6. . ... 4 EDGE DISTANCES :AftE _. o a
. .... .. TYPICAL AND.:. SHEATHING BY OTHERS 7 :.� �
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH \ S
" .. ON SHEET4 SIDES OF SUBSTRATE EXTERIOR FINISH :. z °r° o w .. v
OTH = X � „ m
PERIMETER CA m
ICAL-SECTION.' BY OTHERS -. uLK c6 a a LL z Z
.. .. .. :)—VERT .. .. J a{ � O
INSTALI AI70N ... I o
.. ..
J
rt
F1r00) R PRA1 MAX. O;A; FRAME WIDTH v z z n
:: .... .... .. .... .. .... -
.: I r AMI; SUBS' E.: ' . .. to 7 0 in
ZO T L SECTI - - �.o
MAX.-O.A. :. " .. HORI N A ON W
SEE GLAZING DETAIL 1 INSTALLAT1ON .
FRAME .. o .. v . v z
WOOD FRANII SUBSTRATE o
HEIGHT N S EET 4 .. o a.
.... 8 ... .. .. ... .. �f, .gW=_
O H
EXTERIOR 4 INTERIOR w w $a'
. rJ --- - .' _ .. 1/4"MAX.:SH)M :: ....' _. -m
5 3 ' " 1 1/2" MIN. EMBEDMENT - CONCRETE W w g'd z
PERIMETER CAULK._ 1" MIN. EMBEDMENT -MASONRY
:. >
BY OTHERS 2.' q q:d E:4LL°
EXTERIOR FINISH .... 1!4 M T RYBY y
1 ".MAX.SHI E SHEET BY OTHERS , .. R$ (SE T 1) -
:: :.: .. .... .. .... .. :: :: .. .... .. .... .... .... Robert PAm' u 9P.E.
4 3 �2 1
OTHERS NOT
1-1/2'-MIN. SEE GLAZING.DETAIL 1 . .INSTALLATION IO ANCHORH
t.TAPCON
PROPERLY SECURED ..EMBEDMENT .. ON SHEET 4 �``� S ��......�40�4
1X WOOD BUCK BY [ 0�0 L�GENSF 9G4 _
OTHERS (SEE NOTE 3, :e No a9 $2 a'
CONCRETE BY OTHERS
.. :: (SEE NOTE 2: SHEET 1) �' rj 1 �g4...��
-1/4" ITW TAPCON 2 I E -.MASONRY
9: i
1/2 MIN. EDGE DISTANCE CONCRETE gTATB
(` ` �1 " ,AIN: EDGE. DISTANCE -MASON � '
1 1l2"MIN: EDGE DISTANCE INSTALLATION ANCHOR ..
;t
VERTICAL SECTION' s 7 "W PROPERLY SECURED 1X.WOOD BUCK
ma WOOD BUCK' �:: :.:. INS:1Aj,I;4TION BY OTHERS (SEE NOTE;3; SHEET I)::
PROTECTION BY CUNf'RETE SUBSTRATE
PERIMETER CAULK BY OTHERS
OTHERS (SEE .. WOOD BUCK PROTECTION BY
" NOTE 3, S'HEET.1) EX. WISH RS OTHERS (SEE NOTE 3,:SHEET 1)
EXTERIOR F 0Y OTHE E
..�-MAX O.AFRAMEWI DTH
.. :: .. .. .. .. .... .. .... .. .... .. .... .. ...... .... D
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. P
' . C RF I mz S` IT
(��Hffkji,QNTAJ�'SkTION'': tyOt17D3.08aINSTALLATION'ON' F.;1i41��S0 ". JBSTRA' i
: BuOeing C1,11 N A=No.
Ex irntlon Da}o O'1/28/202$
.. .. .. .. :. .. .. .. .. BY
Mlam eProtluct contra
:'
a
IF-. ..
#14:SHEET METAL
" :SCREW/SELF,DRILUNGSCREW METAL.SUBSTRATE
INSTALLATION! ANCHOR::
BY OTHERS" ' '• " "
.. .. ..
EXTERIOR FINISH ----..--
(SEE'NOTE 2, SHEET 1)
BY'OTHERS -
>`' 3/4'MIN. -
r,1t EDGE DIST.
- - 3THREADS �tv11N.:
EMBEDMENT BEYOND
(TYP)
INTERIORWALL
.o
... .... .. .... ... .... ...
o ..
t m z '_m
.. O. �o O� Or ti.. S.
B K T NG AND CO T ASO OPE E D G DAD CH DTO PROPERLY � " � w j N w t-
HOOD FPMIING 1X OR 2X WOOD UC METAL FRAMI NCRE E/M NRY. NING TO B ESI NE N AN .ORE w o
:. :: ... SPA .. .. RAFJSFER ALLLOADS TO STRUCTURE. FRAMING.AND.CONCRETE/MASONRY OPENING 1S THERESPONSIBIUTY OF THE ARCHITECT OR ENGINEER,. OF: O. ¢ 1✓ F W ¢ (;; ,
.: t%4° PJIAX:
.. SHIM A SPACE .. '. . RE ❑ o ¢ o p
T
.. .. .. .. .. CORD. -. .. .. .. .. a a '. .. =w a jw
- �h. --�- 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAMEAND 1X BUCK
PERIMETER CAULK ,.,---!��- .Q INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED. 1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO _
BY OTHERS
O
STRUCTURE AND IS THE RESPONSIBILITY OF THE AP.CHITEG70R ENGINEER. OFRECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
- • . : : - : COATINGOR MEMBRANE: SELECTION OF CbATJNG OR MEMBRANE IS THE RESPONSIBILITY OF THE -ARCHITECT OR ENGINEER OF RECORD:
- - - 4, ON A LOAD SHIM. SHIM RE SPACE OR GREATER . MAXIMUM
FLLOWAB ESHIM STACKATO BE 114LLATI ANCHOR WITH BEARING SH WHERE OF 1/16' - R OCCURS - oo N
/ Q. ^ ~J 5. 'FOR ANCHORING INTO COFJ RETE/MASONRY USE 11,V HEX HEAD TAPCONS MATH SUFFICIENT LENGTH TO ACHIEVE A 1 12' MINIMUM EMBEDMENT INTO = � CONCRETE WITH 1:12" MlHIMUM EDGE DISTANCE AND 1' MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS 2i
'✓ ' : SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 4" MINIMUM SPACING EETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE +/-1';
-7 TOLERANCE:. .... ... .... ... .. C7
. /: '_ SEE GLAZING DETAIL t .,t .. 6,' 'FOR ANCHORING INTO WOOD FP.AMING OR 2X BUCK USE ONE OF THE FOLLOWING: ' ' ' .. ' ' ' . Q ' Z ~
.. ON THIS SHEET . 6.1. SHOWN IN SECTION VIEWS: #12 PAN HEAD'WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 VII" MINIMUM EMBEDMENT INTO U �S Z 3: .
VERTICAL SECTION SUBSTRATE WITH 7/8" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2. ON CENTER- LOCATE ANCHORS'AS SHOWN IN
6-[NSTALLATION - WIidUOW ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1' TOLERANCE. :: w M a m ~
b�TAL SUBSTRATE HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS: 914 PAN HEAD WOOD SCREWS Vi VinTH SUFFICIENT LENGTHTO:ACHIEVE A 1 12" MINIMUM EMBEDMENT INTO = a. 4 X - Z
EXTERIOR : . ' - INTERIOR - H 1" M EDGE STANCE AND MIN ANCHOR-TO:ANCHOR SPA CENTER. CH SHOWN IN
6 \ 'SUBSTRATE WIT MIPIIMU GE DI MINIMUM A AN LING OF2" ON TER; LOCATE ANCHORS AS SHO �
.. ... J
- - 710NS A INSTALLATION ANCHOR L HAVE + !'TOLERANCE. > LU
- ELEVA AND DETAILS; ANC OCATIONS /-1"70LERHN
SEE GLAZING DETAIL Y ,1 .. ' ' ' ' 7, FOR ANCHORING INTO METAL STRUCTURE USE #14 PAN OR HEXNEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE ] : i O � L rn
ON THIS SHEET 4 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON l,C) C) Q v, 4 e
\ CENTER. LOCATE ANCHORS AS_SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+!-1"TOLERANCE. - - W � � in Z Ki
' • CJ 'INTERIOR OR FINISHES HERS FOR w .. .. } .. .':-.: .. �: .. .. .. .. .. .. .. .. fU W
B. iN7 AND EXTERI NlSHES BY OT .NOT SHOWN CLARITY::
N
I .9. ' : PERItAETEP, kND JOINT SEALANT.BY:OTHERS TO BE.DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTtd;E2112. In a s
_ ..
�$q
..3 0.
. .. .. Q :: SHIM AS. REQUIRED, :I:1 - :: .. .. EXTERIOR
114 MAX. \ , �;� #14 SHEET METAL
�1 0
SHIM SPACE.: ... .. 4 .3. .2 ... .. .. ... ... ., ". _ _
"' -- \ INSTA CHOR —
� I SCP.EW/SELF.DRILLING SCREV ! � '
PERIMETERCAVLK' .. .... ... .. .... .. \\.!"I .. .. .... .. .. _ ._ RcbnnJ, Anoruso, P.E ..
BY OTHERS
Flo tla P.E. No, 19752
..
II1CII) � � INTERIOR - � � � -
1 .. 0 578' GLAS I .• .: _ M
.. .. . " 3/4" MIN. I'—,` .. .. :: . " : " Oa E BITE I� ` ��� 4$'.••oz
'GLk
EDGE DIST. "7 �:: \ .'3 THREADS MIN, " .. I, 3/4° M fT'I .. .. 1 d� sF••'•.,iir i
.. - nyP.) \ " EMBEDMENT BEYOND r D L
5 P.) ( I.
EXTERIOR FINISH .." ". \ " INTERIOR WALL: _ ... Q
BY OTHERS .: ..
.. .... .. ... 'METAL SUBSTRATE_ .:. " .' :: 1 .. :. 3. THREADS MW.:.:. ' .. ...
.. BY OTHERS EMBEDMENT BEYOND INTERIOR WAL I
K�
#74 SHEET METAL \ I 7' ! f r
:SCREW/SELF-DRILLING SCREW�� (SEE NOTE 2, SHEET 1) / . �. .. .. :: .. :. . \m.
INSTALLATION ANCHOR" :: :: . 7!8" O.A. INSULATING GLASS ��qSS/O L(F��t•��
VERTICAL SErTION E GLAZING
SHEET ` (SEE
N ) t/8" ANNE'ALEO GLASS, -
SE r . ❑ :. �44u A p
.. I:' .. INST'AIJ,P.T10N ... .V.'r _ :`?iR?i":
METAL SUBSTRATE BY OTHE
:r: :itipie�
.. . ..
SE OTE 2, SHEET 1
., ..:_. METALSUBSTRATE q :f :., .. .... .:. (NTERLAVEP, BY.KURARAY :
IN
..: .. TER10 ...
• T - - J EXTERIOR / - - AMERICA LNG:. 1/8" -
ANNEALED GLASS, 0.39" AIR ;
ANCHOR -TO- DISTANCES
SUBSTRATE � �� '� � � EXTERIOR FINISH ,SPACE, 3/16"INTERIOR
om EDGE DISTANCES ARE PERIMETER BY OTHERS
TYPICAL AND .. .. .. .. TEMPERED .. .. .. :: :.
CAULK TEM D GLASS
MEASURED TO • BOTH _ 6 _ _ _7_ PRODUCT REVISED _ .
.. .. ... .. ... ... ... ... ... ... .. ... ...
SLUES Of. SUBSTRATE .. _ s 1ding I with tho Flarldo
.. ....
.. .. .. .. :: .. "" :. .. :. .. :. .. .. .... .. GLAZING: D.E. TAIi1
.. ....
"
fan 3Ii0I2I/ONTAI;SECTION..... ..
Ltplooao0�J2825
TALSliBSTRATENIE
.. .. .. .. .. Y ..
ow
e
.. .. MIam4Datl0 Product COME
Series,Tech $108 IVIlamt.Dade•I:lnpact Fixetl /«Bill of -Material
Item
Numbers
Part Numbers
.. ... .. Des`criptlonl"
Suppiier
1
IV White 1060 / 77801 AGi
Master Frame,.:Energi:F.eriestration**
2
N White 10701:7736 , °`
Sash=Sto.p;Frame-Cover
Energ! Fenest[atiori";
3
N.Whitei079/7,T37
Pocketln"sertlCeoterSection.PW
EnergiFenestration"i
4
IV White T10317.726 .. :,
:PW.Giazing Bead,
Energi Fenestration`=".
:5-
552:Sikafle) Black:
WetGlaze(Fh- CenterSectlon)•:: _ :. " :
Sika,US
fi:
Hurricane`Laminatedmpact
Operating Sash:E3662 7mm / 0.90 PVB (Kuraray America; Inc Trosifil) Inter layer fG'
Cardinal
:7r, :
VEN: VG-12088� . " . ;
Black Glazing Tape 1/8 x 3l8,z 85' (Fixed,Cente`r Section) `-. ' : - ;
Industrial Sales
"8
2NBSK=0.0062-028-064- .,Glass;Setting`Blocks'Sash•(Neoprerie:w(7,0ao90_Shore'ADuro
meter).. :
FranWLowe -:
9
....
Endur IG Edge Spacer (A1=D).AlumihU "
'Cardinal
Not Shown,
H$08WHZ-
Weep'Hole�Cover White^ --
Produot Design
NotShdWn
W0511022; -
30$P12=18P50=9/16:X13t8:X3`Foam.Block':
Lindenrileyr.
. ENERGI:FENESTRATION".SOLiJTtONS USF;'INC.'PER CURRENT MD.NOTICEOF:ACCEPTANCE (NOA)
o m
. , Robert J. App— P.E.
PIoida P.E. No. 49752
J`�,rg3 �cEKs'"��94
No aQ 52 O
V p -Jrz
�9 STATE�0�8t���
NAUrc: �
�PRUDUCT REVISED