HomeMy WebLinkAboutNotice of Acceptance (3) AR 10 2022 FILE COPY
Sf. Lucie County, ^ rrr tdng
MIAMI•DADE I MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Sheet,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)3,15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA «�iw.miamidade. ov/buildin
Lawson Industries,Inc. t 1 '2,Z�-
8501 NW 90 Street �E
Medley,FL 33166 CODE COMPLIANCE CC Zz-o� 7
SCOPE: ST. LUCIE COUNTY ��
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
Having Jurisdiction(AHJ). i
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 manufacturer 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.
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This product is approved as described herein and has been designed to comply with th6 Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"4200/6200(Flange-Frame)"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT:Drawing No.L4200-6200-1201,titled"Series-4200-6200 Flange Frame
Impact Fixed Window",sheets 1 through 5 of 5,dated 02/21/12,with revision E dated 08/10/20,prepared by
manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control
Revision-stamp with the Notice of Acceptance number and expiration date by the Mialmi Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name of logo,city,state,series,
and following 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 NOA No. 20-0428.01 and consists of this page 1 and evidence pages E-1,E 2,E-3,E-4
and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0814.09
MiAMt nAne eountnr Expiration)Date: August 22,2022
Approval Date: October 15,2020
T10/07/20 Page 1
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Lawson Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-0307.06)
2. Drawing No. IA200-6200-1201,titled"Series-4200=6200 Flange Frame Impact Fixed
Window", sheets 1 through 5 of 5, dated 02/21/12,with revision D dated on 04/10/20,
prepared by manufacturer, signed and sealed by Thoimas J. Sotos,P.E.
(Submitted under NOA No. 20-0428.01)
B. TESTS j
1. Test reports 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 20 1-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 4200/6200
aluminum fixed window,glazed with 7/16"HS laminated glass, prepared by
Fenestration Testing Laboratory,Inc., Test Report No. FTL-12021, dated 03/20/20,
signed and sealed by Idalmis Ortega,P.E. j
(Submitted under NOA No. 20-0428.01)
2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an larch and a rectangular
fin-frame fixed window, prepared by Hurricane Engineering 1,& Testing, Inc., Test
Reports No.HETI-124010 and HETI-11-3363,both dated 03/05/12,signed and sealed
by Rafael Droz—Seda,P.E.
(Submitted under NOA No. 12-0307.06)
3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a rectangular,a circular arch
and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No. HETI 09-2614 dated 09/04/09� HETI 09-2612 dated
09/02/09, I ETI-09-2586 dated 07/10/09, HETI 00-2584 dated 07/10/09, HETI-09-
2582 dated 07/10/09, and BETI 09-2580 dated 07/10/09, all signed and sealed by
Candido F. Font,P.E.
(Submitted under NOA No. 12-0307.06) j
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Manuel Pet14.
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P duct Control Er
NOA No.20Expiration Date: August
Approval Date: October 15,2020
E-1
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Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED)
B. TESTS(CONTINUED)
4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
along with marked-up drawings and installation diagram of a rectangular fin-frame
fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
BETI 09-2613 dated 09/04/09, HETI-09-2611 dated 09/04/09, HETI 09-2585 dated
07/10/09,HETI 09-2581 dated 07/10/09 and E ETI 09-2579 dated 07/10/09,all signed
and sealed by Candido F.Font,P.E.
(Submitted under NOA No. 12-0307.06)
5. Test reports on: 1)Uniform Static Air Pressure Test;Loadmg per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a rectangular fin-frame
fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI 03-1778 dated 01/30/03, HETI-03-1779 dated 01/30/03 and HETI-03-1776
dated 01/30/03, all signed and sealed by Rafael Droz-Seda,P.E.
(Submitted under NOA No. 03-0327.11)
6. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a rectangular,a circular arch
and an elliptical arch fin-frame fixed window, prepared by Humcane Engineering &
Testing,Inc., Test Reports No. HETI-03-1777 dated 01/30/03,HETI 03-1774A dated
01/30/03, and HETI 03-1774B dated 01/30/03, all signed and sealed by Rafael Droz-
Seda,P.E.
(Submitted under NOA No. 03-0327.11)
7. Test reports 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
along with marked-up drawings and installation diagram of a circular arch fin frame
fixed window, prepared by Hurricane Engineering !& Testing, Inc., Test Reports No.
HETI 02-1215 dated 04/08/02 and HETI-01-1193 dated 04/i8/02, both signed and
sealed by Hector Medina,P.E.
(Submitted under NOA No. 02-0701.01)
8. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a rectangular,a circular arch
and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No. HETI 02-1158 dated 04/08/021 HETI-01-1103 dated
02/12/02 and BETI-01-1098 dated 02/11/02, all signed and sealed by Hector Medina,
P.E.
(Submritted under NOA No. 02-0701.01)
77 ,
Manuel Perez,P.E.
Product Control E �� r
NOA No.20-0814.0
j Expiration Date: August 22 22
Approval Date: October 15,2020
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's�('CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6t'
Edition(2017),prepared by manufacturer,dated 04/17/20,signed and sealed by Thomas
J. Sotos,P.E.
(Submitted under NOA No. 20-0428.01)
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Ku aray America,Inc,for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas0 XtWm(SG" Clear Glass Interlayer"dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA)
for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET
Core"dated 05/17/18, expiring on 12/11/23.
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F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated April
17,2020, issued by manufacturer, signed and sealed,by Thomas`J. Sotos,P.E.
(Submitted under NOA No. 20-0428.01)
2. Statement letter of no financial interest, dated April;l7, 2020, issued by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
(Submitted under NOA Na 20-0428.01)
3. Proposal No. 19-1138 issued to Lawson Industries,Inc. by the Product Control Section,
dated October 18,2019,signed by Tshaq Chanda,P.E.
(Submitted under NOA No. 20-0428.01)
4. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson
Inc, signed by Nelson Erazo, Senior Design Engineer.
(Submitted under NOA No. 17-1212.13)
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Miami Perez,P.E.
Product Control Ez r
NOA No.20 814.09
Expiration Date: August ,
Approval Date: October 15,2020
E-3
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Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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1. EVIDENCE SUBMITTED UNDER PREVIOUS NOXs(CONTINUED)
F. STATEMENTS(CONTINUED)
5. Laboratory compliance letter for Test Reports No. HETI 09-2614 dated 09/04/09,
HETI-09-2612 dated 09/02/09,HETI-09-2586 dated 07/10/09,HETI-09-2584 dated
07/10/09,HETI-09-2582 dated 07/10/09,HETI 09-1�2580 dated 07/10/09,
HETI-09-2613 dated 09/04/09,B ETI-09-2611 dated 09/04/09,HETI-09-2585 dated
07/10/09,HETI-09-2581 dated 07/10/09 and HETI�'09-2579 dated 07/10/09,all
issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F.
Font,P.E.
(Submitted under NOA No. 12-030Z 06)
6. Laboratory compliance letter for Test Reports No.1H ETI-12-4010 dated 03/05/12,
HETI 11-3363 dated 03/05/12 IIETI 03-1778 dated 01/30/03 1 TI 03-1779 dated
01/30/03,BETI-03-1776 dated 01/30/03,HET11-003 4777 dated;i01/30/03,
HETI-03-1774A dated 01/30/03 and HETI 03-1774B dated 01/30/03,all issued by
Hurricane Engineering&Testing,Inc., signed and sealed by Rafael Droz-Seda,P.E.
(Submitted under NOA No. 12-03OZ 06)
G. OTHERS
1. Notice of Acceptance No. 17-1212.13, issued to La on Industries,Inc. for their
Series"4200/6200 Flange-Frame"Aluminum Fixed Window L.MI.,approved on
02/01/18 and expiring on 08/22/22.
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Manuel Perez,P.E.
P'I duct Control
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NOAN 814. 90
Expiran Date: August
2
Approval Date: October 15,2020
E-4
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Lawson Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. L4200-6200-1201,titled"Series-4200-6200 Flange Frame Impact Fixed
Window", sheets 1 through 5 of 5,dated 02/21/12,with revision' dated on 08/10/20,
prepared by manufacturer,signed and sealed by Thomas J. Sotos;E P.E..
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B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS j
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas®XtraTM(SGXT")Clear Glass Interlay r"dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company(MA)
for their"Satlex Storm-Saflex and Sallex HP Composite Glass Interlayers with
PET Core" dated 08/06/20, expiring on 12/11/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 7th Edition(2020), dated
August 03, 2020,issued by manufacturer,signed and sealed by Thomas J. Sotos,P.E.
G. OTHERS
1. Notice of Acceptance No. 20-0428.01,issued to Lawson Industries,Inc. for their
Series"4200/6200 Flange-Frame"Aluminum Fixed Window LNII., approved on
06/25/20 and expiring on 08/22/22.
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Manuel Perez,P.E.
P duct Control Ex r
NOA No.20 �14-09
Expiration Date: August 2 ,
Approval Date: October 15,2020
E-5
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74,000, 76,000, a
SERIES: 4200-6200 FIXED IMPACT WINDOW - FLANGE FRAME WIND08 WIDTH WIN728I2�DTH o gz
D.L. OPG. 2•na, D.L. ❑P 2 MAX, o O
APPROVED WINDOW ELEVATIONS (L.M.IMPACT) A TYP, A TYP. to
z
w ro y C
MAX.TYP. n jj N O Ooi V A c
AT CORNERS _ _ r_, y
WINDOW I WINDOW H _e==�:=ec= .=e__=_=E. !- __:=RI�a=__ __=_c====: N O C G❑� C,
HEIGHT VI LO
I 11W HEIGHT l7 ;i iT 12'MAX. Z " v y qzZ a�
MIT HT o w(U TYP. .o W fU d / it D Z Z q a LEG HT. of^p II oJ^p i/ ii
ID 3o a,_j /�I; D n O ___y ,�LAS =- n= z N
WINDOW VIDTM WINDOW WIDTH Z Q !; Z A i.=_=_. ^ .7 O
QUARTER-ROUND ELEVATION .. C _ �i z C
HALF-ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW 3 --� 9`°'°'
12'MAX. d U p
TYP p fWri o
U
T0=1
vINDav Wt� TYPICAL ELEVATION 6• z z o
1IMV HEIGHT HEIGHT TESTED UNIT AT CO�RS (zH m W C
1 EXT.4 INT.FALSE COLONIAL TYPICAL ELEVATION
PP__ MUNTINS ARE APPLIED W/ 4,
VIN➢OV NOTE: W/SILICONE AND ARE TESTED UNIT N o p
vin7x WIN.WIDTH MAXIMUM GLASS AREA TESTED APPLIES AVAILABLE AS OPTIONAL. NOTE:
WINDOW VIDTN 1
HEXAGON 7YPIc I elEvnnDN io— TO GLASS TYPES: E, F. K AND L. - SEE MAXIMUM GLASS AREA TESTED APPLIES
RF.TAN•I•R TYPI JI E7 EVATION cOUARF PICTURE WINDOW FLEVATION DESIGN LOAD CAPACITY TABLES ON TO GLASS TYPES: J - SEE DESIGN LOAD
SHEET 4 FOR SIZE LIMITATIONS OF EACH CAPACITY TABLES ON SHEET 4, o z
GLASS TYPE. PRODUCT REVISED N 02
WINDOWS ARE L.M. IMPACT a11dO'n�piylnpwlth the Florida
MIAMI-DADE COUNTY APPROVED NOlding od 20.0®1409 A W
WINDO General Notes: SHUTTERS NOT REQUIRED Ex Irotlan WtojiAL422/R022 Rai
HEIGHT0 WINDOW W
HEIG� VI OV
L�HT. 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE REQUIR�1 � ~ �
OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition) INCVIOM mod•Producycc trol
�� HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT B
VIN➢OV VIDTM RESISTANT. (SHUTTERS NOT REQUIRED) H 9
FULL ROUND TYPICAL ELEVATION W1NnDW Vm7N 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING n B $
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS +
RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION OF F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES n 3
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) R
__ 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED
-- --- - - -
- I— --- - -- -- ----ON A SITE-SPECIFIC-BASIS,-UNDER-SEPARATE-APPROVAL-AND TO-BE-REVIEWED--BY-- --- --
VINE wiNmv - BUILDING OFFICIAL. g s
WINDOW 8
HEIGHT HEr HEIGHT 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND g'�", •£ E x z
LEG HT, FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; 88 8d d 0 j
`,e,WIO�I H ) (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). °t� `I d �
um➢w WINDOW VIDTN 6. WINDOWS WITH GLASS TYPES 'B, C. F. OR G° INSTALLED ABOVE 30It, IN THE HVHZ, THE
3N➢OV v3DTx i8 A
I Fr..n EYE RRDw f FVATION I�v I.G. EXTERIOR LITE SHALL HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT
--------OVm-TYPICAL ELEVATION- _ __ __ __ _ RESISTANCE REQI EMENTS (FBC-Chapter 24 Section 2411.3.3.7).
.QUARTER-ROUND ELEVATION -_-
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. ,�•,:1:• FFs
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE � ,ati�.� ;:••••••.J/p�,Pp
r'— 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
{ ALLOWABLE LOADS FOR ALTERNATE a V , i• µ' ''` +
I (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET {/2 FOR DETAIL & NOTES)
WINDOW SHAPES AS SHOWN,CAN BE VERIFIED
HEIGHT0 SWIM
PICTURE WINDOW SHAPE 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. „ 1 •} -•4
WINDOWWTHIN A SQUARE OR RECTANGLE,AS HEIGHT 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS
SHOW IN DOTTED LINES AND OBTAINING
ALLOWABLE LOADS FROM THOSE USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE errj4:
WIi Nnnv i sHAPEs PRONGED PERIMETER LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE
rt --
VIDTN WINDOW VIDTN FOR SIZERANARE AS D SPAONGSCRIBED HEREIN ENTIRE MULLED SYSTEM.
12.) SEE SHEET N 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
OCTAGON TYPICAL ELEVATION "ELLIPTICAL"TYPICAL IEVATION ,•i [r
" d
A
ALL WOOD BUCKS IN CONTACT WITH CONCRETE 014 S.M.S,W/1 1/4' G
014 S.H.S.W/1 1/4' (NOT BY LAWSON IND.) TO BE PRESSURE TREATED 6 MiN.EMBEDMENT INTO WOOD. { .PT.WOOD BUCKS
HIM•EMBEDMENT INTO WOOD• fSEE ELEVATION AT SHEET Al =_•:'• yy '�
(SEE ELEVATION AT SHEET XI 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FOR MAX.FASTENER SPACING)
FOR MAX FASTENER SPACING) y�' (SEE GENERAL NOTES AT SHEET MI) O O
SMIM SPACE INTERIOR 1'MIN 10 BED LICEINECOMPOU'ADHESIVE
,I`y�A .'°•:' m m q
INTERIM FINISH DGE DISTAN
NOT BY LAWSON INDUSTRIES,INC. INTERIO LAMINATED GLASS '1/4'TAPC13N W/1 1/4' iS
V1
___________________________ R 'MIN.EMBEDMENT INTO CONC.
m
"'�;;".JC ''.'7:a3{,'iT• ;^�s'�"� • °'(SEE ELEVATION AT SHEET XS N a o' � A � o•
'------'- - EXT. GRADE FOR MAX,FASTENER SPACINW O ^ V o
e� CAULK m M Q q N
Bx u a,..: =�; y c
EXT.GRADE BACK BEDDING 11/4'MIN• •Z
TO BE APPLIED BEHIND AL 1 IBEDM N .. . . .: HBEDHENT N W= O
VINDOV FRAME FLANGE BY . w ti ••�}, 1 3/H' MIN.
co Z n• ''4 N I
WEATHERPROOF INSTALLER MR) i IL V) O
MOISTURE BARRIE i 1 o ,;y 4• EDGE DISTANCE co a
BY OTHERS(TYP• ! I I W O N
1 1/4'MIN _ __ __
M - - - I x •,..d. •., I
EXT. GRADE O s EXTERIOR
CAULK
.4.«,•«.H; ,%,�:f. .µ EXTERIOR �
EXTERIOR GRAVE 1 lv2s.a•a�y
- � PERIMETER CAULK3NG hG, •.,
:r�aii{� .,;r ri?;•="t� ,.;�,,.y_4i EXT.GRADE PERIMETER WINDOW FRAME VIDTH ,•70,'
CAULKING NOT BY
LAWSON INDUSTRIES' _
C{ TO B APPLIED BY OTHERS a O
1JAU /4' TAPCON W/ 1 1/4'
1'MIN, X14 S.M.S.$ S w/1 1/4' N �• O
MIN EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC.
STUCCO OVER METAL LATH NAILED TO nGE DISTANC 111 W (D
EXTERIOR GRADE PLYWOOD SHEATHING CSEE ELEVATION AT SHEET 01 (SEE ELEVATION AT SHEET #1 Cap
TO BE SPECIFIED BY ARCHITECT OR G& FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. �+ C 1
%T[RIM FINISH BY OTHERS) MUST SUSTAIN IMPOSED LOADS ts C
NOT BY LAVSON INDUSTRIES,INC CAA GRADE l 1/B'MIN. I O
D N
WOOD FRAM INSTALLATION DETAIL 1 I�4'MIN. '�,: 4
EMBEDMENT . -,, • •. 1 l/4'MIN. :••
a .o ♦EMBE,DM ,T-•• d' A F.i
.rr .ak�T'.a" ' •' y G4
PRODUCT REVISED �v.,�•, , H+ y
as complyinY with the Florida `�'•' -` !.<;•.
NM No. 20.0814.00 a
Eg Iratlon Ode 81 2120 2 2DUL �-
v EXTERIOR GRADE 1 e n8 �
NNa ade Product Co rol PERIMETER CAULKING 'n N 55II
oL L
WINDOW INSTALIATION NOTES: SILICONE ADHESIVE
-- - BEDDING_
1. THE WINDOW FRAME-FLANGE TO BE-BACK=BEDDED W/-AN-EXT' -_ COMPOu
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 9g
BY WINDOW INSTALLER (TYPJ SB TO EXTERIOR INTERIOR z y AA
2, THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO t1
BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE 2 n IYI
CAULK BY OTHERS (TYPJ
a VOOD BUCK SPECIFIC GRAVITY = 0,55 MIN, 1/4' MAX, ti j
4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN, ® SHIM ' LAMINATED GLASS $
TYP to �1 5
•THEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LF59 THAN 1/8', 9HDd9 ARE NOT REQUIRED.
1 1/4 MIN B-- 4 Ayyy71l'.1:()'/
EMBEDMENT ,,. EXTERIOR GRADE •<,4 at'"' �-/gad
PERIMETER CAL
LKING :'':p •'- ,,�^j t�
ANCHORS NOTE: EXT. GRADE01.
�� '• � �,,N• SL fa
ANCHORS TO HE 014 SMS OR WD, SCREWS INTO WOOD, OR 1/4' CAULK + • ° ` ti r�i ;', ro 1Z
YTW BUILDEX TAPCONS or ELCO ULTRACON CONC. FASTENERS 1 BY OR 2 BY �+ ,'a' z iq ( 1 ~•z
INTO CONCRETE (2KSI MIND, WITH A MINIMUM OF 1 1/4' woon BUCK d
;; e 1/4'HfN� . ) a°
PENETRATION INTO WOOD OR CONC, AT 12. O,C. MAX. ;?.,` d••'• n MBEDMENT;11 .° o
•• •4 •_"
M TAPCON YIELD STRENGTH- FY=100Ks1 • A ° A d �•,UY� ••<e°�
ULTIMATE STRENGTH Fu=125Ks1 t r1111i%
EA
LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 18 LAMINATED GLASS COMPOSITION - TYPE A SILICONE a
DETAIL SCHNEE-MOREHEAD SM 5731 :c
ITEM DESCRIPTION ITEM GLASS DESCRIPTION 3 DETAIL DOW CORNING 899
1 1/8'ANN.GLASS _________. 1 1 1/8'ANNEALED GLASS ___ TREMCO SPECTRUM 2
moo. q
2 0.0901 SAFLEX PVB by,Eastman Chemlcal Co. .v4 M 2 0.090'TROSIFOL PVB by-Kuraray Anerlca,Inc. ItTg _---�_ �o y
3 1/8' ANNEALED GLASS -- "_ �r-uw, 3 1/8'ANNEALED GLASS r 1 a3ta M. y N
4 1/4' INSULATED AIR SPACE "^' -' ;il m c�a
3(r) 1/8'ANNEALED OR TEMPERED GLASS 5 18 LAMINATED GLASS COMPOSITION - TYPE D 8 ii!11; LAMINATED L3
1{II u j MONOLITHIC o
ITEM GLASS DESCRIPTION l i,i' o' o
LAMINATED INSULATED GLASS COMPOSITION TYPE C 1 1/e'HEAT-STRENGHTENED GLASS DETAIL liil lull 3 (n �a
DETAIL _"_"'' GLAZING STOP R Ga
ITEM DESCRIPTION 2 0.090' TROSIFOL PVB b Kuraray Amerlco,Inc. '0 -_-_--_--_ i L7
1 1/8' ANNEALED GLASS 3a6• = =_=_:_: y y ® CIRCULAR WOWS. W= P{ d N
-� 3 1/8'HEAT-STRENGHTENED GLASS a34a
2 0.090'SAFLEX PVB by,Eastman Chemical,Co, ® d/4' - 00 w a'
3 1/e' ANNEALED GLASS '�' a>.r 13 32' LAMINATED GLASS COMPOSITION - TYPE E LAMINATED 3 LAMINATED 4 ,�1, rXI (ov
_.__._
4 1/41 INSULATED AIR SPACE --_==T==
"'' MONOLTHIC MONOLITHIC ro
3(0) 3/16'ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION DETAIL c
I 3/16'HEAT GLASS `='=='= _ =c =-c-_ _ __ _-__ --_-- ' ya cl
LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 w
0.090' SAFLEX PVB by,Eastman Chemical Co. v16 •' -
ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS
1 1/8'HEAT-STRENGHTENED GLASS _ _ 1 0.600' 0.600'--•I M I^y�l;
7 18 LAMINATED GLASS COMPOSITION - TYPE H
2 0.090' TROSIFOL PVB byi Kuraray Anerlca,Inc. - _ 0 1/4•� v c7
GLAZING DEPTH GLAZING DEPTH
3 1/8'HEAT-STRENGHTENED GLASS �• ITEM GLASS DEBCROPTTON ^DETAIL_ I al pC
4 1/4' INSULATED AIR SPACE -= 1 3/161 ANNEALED GLASS 3a6' =_:__ �/ 1
9 (r) 1/8' ANNEALED OR TEMPERED GLASS 2 0.090'SAFLEX PVB b Eastman Chemical Co. a/"-' _�� 2 W y c0
X' I Gab•c____:__ ':'e:c LAMINATED C
3 3/16• ANNEALED GLASS MONOLITHIC
LAMINATED INSULATED GLASS COMPOSITION TYPE G 'SILICONE OPTIONS', N
ITEM DESCRIPTION DETAIL 7 18 LAMINATED GLASS COMPOSITION - TYPE I --__- DOW CORNING 899 N a eM
1 1/8'HEAT-STRENGHTENED GLASS 3a6•:--_--__-:- _ _______,__ SCHNEE-MOREHEAD 5731 9
2 0,090' TROSIFOL PVB by,Kuraray America,Inc. - 4 •L,� ITEM .GLASS DE8CRIPTION DETAIL' TREMCO SPECTRUM 2 Q W .FET
3/16' ANNEALED GLASS 3/t6' _ _�
3 1/8'HEAT-STRENGHTENED GLASS �°' _=- ° "" n. a460 0.600• W
4 1/4'INSULATED AIR SPACE _ =-Y 2 0.090'TROSIFOL PVB by-Kuraray America, lnc. 3a6•:_�= = ~
, T�� I 3 3/161 ANNEALED GLASS ---� ��-'�-� GLAZING DEPTH
S 0,)3/16 ANNEALED OR TEMPERED GLASS X w
LAMINATED INSULATED GLASS COMPOSITION TYPE L 7 16 LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC GLASS Q !y
ITEM DESCRD?IION DETAIL ITEM GLASS DESCRUMON 3n6 DETAM T TYPICAL GLAZING DETAIL
1 3/16'HEAT-STRENGHTENED GLASS 3/16•=_- -'_c_ :_L l 3/16'HEAT-STRENGHTENED GLASS - — t R
A "_
2 0,090' TROSIFOL PVB byi Kuraray America,-Inc, �.Q .V4•� 2 0,090' SENTRYGLASS by-Kuraray America,Inc,
3 3/16'HEAT-STRENGHTENED GLASS o g+
{ 3 3/16' HEAT-STRENGHTENED GLASS
---------4—1/41-INSULATED-AIR-SPACE _ 040• '\ \
9 3/16'TEMPERED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K - - - -- --- -- - - - ---- - - 9 - ------
Notes• ]ITEM GLASS DESCRIPTION _DETAIL_ E
1. SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. 1 3/16' HEAT-STRENGHTENED GLASS v- 3 i 3 y
A. 0.460 m<aS li G o1
*J WINDOWS SMITH GLASS TYPES -B, C. F. OR G'INSTALLED 2 0.090' TROSIFOL PVB by,Kuraray America,Inc. 3/1b, =.c' ._:____� i
ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL 3 3/16' HEAT-STRENGHTENED GLASS
BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 1
-- _._- - RESISTANCE=REQUIREMENTS-(FBC-2014,-Section-2411.3.3j).-- _ _ _ St llCpa(aaaa
6 5 12
-__.IL
Clr
13
.._-_.._.. ______ _ _SILICONE OPTIONS•, IN �'
__ DOW CORNING 899PRODUCT REVISED :��i '1w �
:_�,_, SCHNEE-MOREHEAD 5731 ___ doaomplYYlng wkhthePtortdnTREMCO SPECTRUM 2Bu1dln,, odLAMINATED LAMINATED NGA-No. 20.0814.09 Pie'7.INSULATED INSULATED : Fa IrMion Drto B12212022 EPEE •,';' �;,v, %
GLAZING DEPTH GLAZING DEPTH
LA.MINATEDANSULATED GLASS TYPICAL GLAZING DETAIL MIMMkindleProduc"Oltrol A
I II
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C) �,t_,�l,3F• G3'.., I Reviswd'mte mr tno 2014 FRc 8501 N.W. 90 ST.
`^,-•,••- F8C StA FABon(2014)
d Can :?5 -A ASIM E1300-09 LA WS ON MEDLEY. FLORIDA 33166
)= C.Compile y 2o17 FM etn E0on xnusTxlEs, xxc. PH No. (305) 696-8660
12�20 I4_ : 0.Rid to w.Vr 4o5gXL a-r,aew
E.C *Gar;ce w/2020 FEE nt,EMe m MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
s zo nm 02 FRAME-zi-12 SERIES-4200-6200 FLANGE IMPACT FIXED WINDOW
,/V•t:.'.n.�.:`.,�.i.�i". 6WN/M I1�b SMwC
''�`''�i3f.i,'-•:L�,�;5_ N.MtAzo oe/to LAMDdATED GLASS DESIGN PRESSURE CHARTS
"Jf!.{.I•'+j1• LwfAx•4retr Serer rf.rxr Nnrwe.dw,b: » I R n.rrrs
DATE__- E IA200-6200-1201tr 4 OF 5 w n
I
11.IMP.su FRAME JAMB G
BILL OF MATERIALS
ITEM PART N QUANTITY DESCRIPTION MATERIAL REMARKS
1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - co
rr■o-,7 . I e O A
2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - °1 y a
3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - i N c m
4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - �•� m a uiT1
5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6
� U
6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6
�• �® FRAME SO I er MEAB o O 2 O Q G
7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS `10 x @ C4 cM
7 a
4 s j
8 L-4204 AS REOD, GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - � ® � � a •yyyti
9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - RECT.OR SQUARE WINDOWS W 6 Not
lcll
10 + AS REOD. GLAZING SILICONE + _ IIIJJJ TYPI -0RN R oNR IcTON a� o
11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" LIMIER coDN°ERS p a
12 812-25H-357 AS REOD. '7ruSe01" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O 1 �() � C
0
FRAME RADIUS JOINT FRAME END CORNER z a
N
WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS ® m
LA SEANT: N o o
1 N
2643 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED N C o
1z81 SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR 1
i—�� .e50040 r SILICONE c
0
.781 TYP 28l •391
d'
090 —{
$88 I TYP. .773
1 F—l.so9 2 GLAZING STOP z VWI
FRAME HEAD/SILL/JAMB (5/16" GLASS) N
PRODUCT REVISED "
0 �310 ee oemPhQllnp wMh the Plorlde °
Building odds g g
q0 .040 290 SEE MULLION APPROVALS FOR NOA-No. YD•UE'I4.U9 _3
.850 MULLION TYPE.SIZE AND MAX. 1199 5 dd
.850 �2 —� DESIGN PRESSURE LIMITATIONS. Ex I►stlon Date B/22/2022 $$
090 �� ALUMINUM MULLION `^ �+
090 --� �.. SEE MULLION APPROVALS FOR DYE
TYP. ,773 (ALUM.0.078°MIN.THICK) �
MULLION TYPE,SIZE AND MAX. 5
773 N A % AD, HILL DESIGN PRESSURE LIMITATIONS. Mlero redo Protluof'CO r01 >A
-- - -----_ - - -NOTE:-THE LOWER-PRESSURES_OF-----___. __FLAT HEAD,-PHILLIPS, _ __
3 GLAZING STOP 4 GLAZING STOP 7 16" GLASS THE WINDOW OR MULL SHALL GOVERN - AT 12.O.C,-MAX. INTERIOR NOTE:THE LOWE MULL S MALL OF - + 9
( / } I/4' MAX, THE WINDOW OR MULL SHALL GOVERN
(3/8" & 13/32- GLASS) SHIM
.31D osD INTERIOR .Z�
.090 A 12 S.D.S.% 1 1/a'L. t m J
.890 ''IS .992 090 .0 2 AT 12'O,C.MAX.
gi
NOTE: ye;w,.;sat,:•
5 .684 6 .800 — ---- - 1.ALL STEEL IN CONTACT WITH —
INSULATED GLAZING STOP INSULATED.GLAZING.STOP ALUM.TO 8E PANTED OR PLATED. v
W/ 5/16" LAMINATED GLASS W/ 7/16' LAMINATED GLASS - i -- _.._.______ s•METAL STRUCTURES: <' l
_ _ A)STEEL:FY JB KSI MIN.
(STEEL 18 GA MIN.THICK-0.048') �.
_,,2; u. U.
Lc...
050 --- - B ALUMINUM 608J-TS MIN, Ell cJ
TYP.-l__ :(��`,
(ALUM.0.078'MIN.THICK) •. m •;'J1 17' '
,BOB EXTERIOR O WINDOW FRAME PERIMETER WIN00W FRAME ]
E2 SEALANT EXTERIOR
EXTERIOR GRADE 1�*
aA9o•S br PERIMETER CAULKING
8 K UuTAt[7TACITE AnP .a Irrc.
GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL
d
A