HomeMy WebLinkAboutProduct Approval MIAMI-mm
OEM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goyheconom
Lawson Industries,Inc.
8501 NW 90 Street
Medley,FL 33166
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 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 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.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including
DVS
APPROVAL DOCUIYiEiYT: Drawing Na. L'7800-0801 Rev D, titled "Series-7800 Single Hung Fin Frame
Impact Window", sheets 01 through 04 of 04, dated 03/31/08 and last revised on NOV 21, 2017, prepared by
manufacturer,and 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 Miami-Dade County Product
Control Section.
1. See sheet 3 for Design Pressure VS glass types.
2. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass,if used at
30 ft above the grade.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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. 14-0908.09 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
NTOA N .7
ammm%mcou
Fapiration I?aee: November Q6,2t11$ %f
—1piro�a-1 Date:February 08,2018
Page I
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under pervious NOA No. 08-0527.18)
2. Drawing No L7800-0801, titled "Series 7800 Single Hung Fin Frame Impact Window",
sheets 01 through 04 of 04, dated 03/31/08 with revision dated "C" dated 08/11/14,
prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P.E.
B. TESTS
1. 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 aluminum single hung fin
window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-
2083,dated 03/14/08,signed and sealed by Candido F.Font,P. E.
(Submitted under pervious NOA No. 08-0527.18)
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 aluminum single hung fin
window, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-
2084,dated 03/14/08, signed and sealed by Candido F. Font,P.E.
(Submitted under NOA No. 08-05.27.18)
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 an aluminum single hung fin
window, prepared by Hurricane Engineering cos Testing, Inc., Test Report No. HETI-08-
2015,dated 01/15/08,signed and sealed by Candido F. Font,P. E.
(Submitted under NOA No. 08-0527.18)
4. 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 aluminum single hung fin
window,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-
2016,dated 01/15/08,signed and sealed by Candido F.Font,P.E.
(Submitted under NOA No. 08-0527..18)
5. 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 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung fin
window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-
4324,dated 01/15/08,signed and sealed by Candido F.Font,P.E.
(Submitted under NOA No. 08-0527.18) (SE = t.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.18
Expiration Date: November 06,2018
Approval Date: February 08,2018
E—i
Lawson industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 an aluminum single hung fin
window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-
4325, dated 01/15/08, signed and sealed by Candido F. Font,P. E.
(Submitted under NOA No. 08-0527.18)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC,prepared by
Lawson Industries, Inc., dated 05/16/08 and 07/07/08, signed and sealed by Thomas J.
Sotos,P. E.
(Submitted tinder previous NDA No.12-012 7.13)
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. 13-0129.27 issued to E.L DuPont DeNemours & Co., Inc. for
their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for
their"Saflez Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by
manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated 04/11/14
and filed at the Secretary of State.
3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and
sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No.12-0127.13)
4. Statement letter of no financial interest, dated 02/27/09, signed and sealed by Thomas J.
Sotos,P.E. (Submitted under previous NOA No.12-0127.-13)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that the
successor engineer is assuming full professional and legal responsibility for all engineering
documents pertaining to the NOA No. 08-0527.18, dated 02/27/09, signed and sealed by
Thomas J. Sotos,P. E.(Submitted under previous NOA No. 12-0127.13)
t sem-- V(J..L.�,
Ish q I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.18
Expiration Date: November 06,201.8
Approval Date: February 01,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Reports No. HETI-08-2083, HETI-08-2084,
HETI-08--2015, HETI-08-2016, HET1474324 and BETI-074325, all issued by
Hurricane Engineering & Testing, Inc., dated 01/15/08 through 03/14/08, signed and
sealed by Candido F. Font,P.E.
(Submitted under previous NOA No. 08-052718)
7. Proposal No. 07-2527 issued by the Product Control, dated 03/229/07, signed by Manuel
Perez,P. E.(Submitted under previous NOA No. 08-0527.18)
G. OTHERS
1. Notice of Acceptance No. 134909.14, issued to Lawson Industries, Inc. for their Series
"SH-7800 (Fin Frame) Aluminum Single Hung Window - L.M.I.", approved on
10/10/13 and expiring on 11/06/18.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No.L78004801 Rey D,titled"Series-7800 Single Hung Fin Frame Impact
Window",sheets 01 through 04 of 04, dated 03/31/08 and last revised on NOV 21,2017,
prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.
Note:This revision consist of editorial changes of FBC 17 (6th Edition)code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America.,Inc.for their"Tresifolg
Ultraclear,Clear,and Color PVB Interlayers"dated 01/19/17, expiring on 07/08/19.
2. Notice of r their
is 1.1i :14111i
,tma- -1
Clear and Color Glass Interlayers", expiring on 05/21/21,
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61'Edition)and"No financial interest"dated
11/17/17,prepared by the manufacturer,signed and sealed by Thomas J. Sotos,P.E.
2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson
by Nelson Erazo, Senior design engineer.
G. 0
1. This NOA revises#14-0908.09, expiring 11106118.
Ishaq I,Chanda,P.E.
Product Control Examiner
NOA No.17-1212.18
Expiration Date: November 06,20X8
Approval Date: February 01,2018
E-3
74.373' — Oa,379• �d7T9
WINDOW FIN rRAME WIDTH WINDOW FIN FRAME WIDTH WINDOW FIN FRAME VIDT Y
11.12$• �- IA IPS•
II22 SA&AHLRORS 11 IJ/!G' 012 S.M.S.AMCMRS, I4•I27' '— 1/723•
W 7 PER FRAIE/CAb pt W 4 PER FRAME HGD 012 SJ(S.ANCHRfSr 11.129'
(D)A PER{BANE SILL -•� n1 (B)4 PER FRAME S)LL A V KM. (A)4 PER FRAM H
cm d PER FRA1K JAMO 6• } `�..� /C)6 PER FRPHE.IAIIH 6 Fk �, �7 4 PEk FRNIE L
fd 6 PER FR JANE 6• A M pp ol
ol
IMax. LO. Width V
1811/16-
I 11.900' = 140' 11 15 v 9 0 O
e .
b I d a � u2Do• /� ' d o o a q Z
Y ID D D 14z✓r , u D �d w
Max. D.L.O. i0. lh w Max. D.L.O. Width 8 2 m
48 11/15 N b I 46 11 1 r"
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6,
dj
6' C 6..j
6'-J W a
aAi27••-----� we
/o.I2s•- `-IDI>s• � I a�
72.125' - 72.125' 42.129' �.�1
VINDDV BUCK VIDIH WINDOW BI/!91 WIDTH WINDOW 7WIDTH
UN-EQUAL LITE RADIUS UN-EQUAL LITE EQUAL LITE �\
ELEVATION ELEVATION ELEVATION
General NotesSERIES-7800 SINGLE HUNG IMPACT WINDOW — FIN FRAME
:
1.) THIS WINDOW SYSTEM JS DESIGNED AND TESTED TO COMPLY WITH THE yy
REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-6th Edition At
2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIIZ)
AND ASTM 1300=-98. THIS PRODUCT IS IMPACT RESISTANT, c
2,) 2 X WOOD BUCKS SHALL. BE INSTALLED AND ANCHORED 90 THAT THEOW�TALI_ATION NOTES
cxr.raAllE HACK HcunHw WINDR R E
BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH I TO BE APPLIED BEHIND 1. THE WINDOW OPENING MUST BE PROTECTED WITH A
REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. INSTALLER
WWI.
FRAME.) IIY CODE APPROVED FELT OR MOISTURE/WEATHER BARRIER,
YARRIERPRUOi INSTALLER(TYPJ
3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW HARRIER APPRD%, 12' WIDE THROUGHOUT ENTIRE PERIMETER OF
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.). BY OTHERS<TYP.) THE WINDOW MOUNTING FIN. (NOT BY LAWSON INDUSTRIES) R Z Z o
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ! 2. THE VINOUW FRAME FIN TO BE BACK-BEDDED W/ AN EXT, S B
ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN y $
TO BE REVIEWED BY BUILDING OFFICIAL. BY WINDOW INSTALLER CTYP,) i
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS 3. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO
1. 1 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK
TYPES TABULATED HEREIN (SEE $HEFT /J3). }*• ,%i ti�s',ss ; ; ;,i. BY OTHERS (TYP,)
8.)WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE G[.AZE LAMINATED „.a.I; • �. I :',�t.r�e
INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET y5).
7.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. }•l,,,✓��
8.) SM SHEET 3 FOR GLAZING DETAILS & OPTIONS AND DESIGN PRESSURES. ,..,. ;i''"c FRAME rIN
9.) MOOD OPENING SHALL 8E PROTECTED WITH AN APPROVED MOISTURE ' ' .' ...., a�u ,/pde�F ' �h V1.
RESISTANT WEATHERBARRIER (BY OTHERS), PRIOR TO WINDOW INSTALLATION. :"''' ;'.:.:,. cl
(SEE SHEET" R1 FOR DETAIL) A06eD(r�N� 1 JZ•J �: } a. . CC'
10.) MATERIALS; INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO EXT,GRADE PERIMETER
CONTACT 111Th OTHER DI39I1dtLAR MATERIALS SIIALI. MEET THE REQUIREMENTS •Uva![NMISHrRIEs•,
OF FLORIDA BUILDING CODE. STUCCO IR2 EKTERIOR TO BC APPLIED BY OTHERS i
It.) E(T.&INT.FALSE. COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE r"nsH By DTA Ryp•) (rYPJ Carr
P.
i
6'
WINDOW INSTALLATION DETAIL. °`'rr�• ;;Y: 1 �a
O i
EXPOSED WINDOW FRAME FIN TO ----
BE PROTECTED WITH AN APPROVED yrN+ty r 1//•— NO'T'E::
MUISTURE/WEATHER FARRIER I( rn. ) tvw'tiaa> __ _ ALL ANCHORS 70 BE p12 SMS OR WD. 'SCREW to
THROUGHOUT ENTIRE FERIMETER 17 FIN" a
BY OTHERS(TYP.) a^= $Y 4112 SMS o. vs v/ rl;ti: ty r�' r12 SMS w VS v/ W17H A MINIMUM OF 1 1/2' PENETRATION INT❑ o q
rl:' t 1/2'MIN,WOO EMBEDMENT TYP.> ':�� 2 T 1 1/P•MIN.WOOD EMBEDMENT(TYP.) WOOD. ( REFER TO WINDOW ELEVATIONS ON e C �7�yy, In
ALL WOOD FG SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) n C' (y d� -v
'11,1 ENGINEERED SEP MY '>;�'i 5�} ENGINEERED SEPARATELY
CTO BE REVIE 'i."y • WHEN THE OAP BETWEEN THE WINDOW FRAME AND V)a 'a
"TY7 �.� BLDG.OFFICIAL CT P1 .�A'ir' - 6 TO BE REVIEWED p rqp C!
S •. •�!�� BLDG.OFFICIAL(TYP.f THE RUCK 19 LESS THAN 1/8', SHIMS ARE NOT o iti.ti
r�A, ,y+�'L • 4e,.) i,J''? f x A' rwe,I REQUIRED. °+ c A
' ,r MAX ACBE SH(TYIN SPAC B F
1 RADIUS MEA ID I VVU��1
HEAD B 7 1 ! vl I
Zi
a
M 12 SMS or VS V/ r-7
1MDA.WOOD EMBED p
_ LAMINATED GLASS SEEE ELEVATION FOR 2 O MIN. - O
4 FASTENER SPACING VDDB RUCK � I 0
15 9 1B LA ATED CLASS _Q:CLEAR SILICONE ADHESIVE
BEDDING COMPOUND 1/4• SHIM GAP Ca
• SHIM SPACE r r-vz•I i•
���tttt ••r 3 INTERIOR (rYP.) f•;.:•(Yn.) ttrni I
RI� 7 O V2' 4+ y Yl S =
, � it A iw•al'f41 ,2 � 0 I �] C � F
1-0
.� n S 5 ,D u 1.'" I
EXiS oR INTERIOR (w.�hre!wrnl
1 _S_
5 I ` ••MtK�W(
GLAZING SEALANT
_•ti.:ra.,a- 12 11 1Y »'°� $ r
3 e R A R
B Y, EXPOSED WINDOW RAKE FIN TO D
BE PROTECTED AN APPROVED OO • e�
!� MOISTURE/VEA R DAFFIER JAMB EXTERIOR GRADE JAMB
THROUGHOUT ENT E PERIMETER IIF FIN PERIMETER CAULKING -1 1!B••�
BY DIMERS(rrP 52 1/8' z z
2s vINDDv FRAME HULK WIDTH s B 9
MAX.) 9
G ti•8fa
O 11 14 54 3/8' E
WINDOW FRAME FA(WIDTH
ML � (MAX.)
iiiddd z
1/4•MAX GAP
S'•2':
SHIM SPACE `�z ..............L1 .y �irA i
r
I: u. G
+.•; 1L, ►swcucrRevrseo ••
EXTERIOR GRADE :';�S*: '"�' 2 BY 4 MON, d ,•e; 1)1
PERIMETER CAULKING 'fl W BUCKwillt FG�1&h ty'
d� �'� A�egrArce No ( •/� �� LLI � I
n � r 1<4(Ftfw BMe-T� ci d 0:
Sar•VS V/ ihoa.eeaD((a � X,• :`�
a,Him WOOD EMBED / '•r,••„ ..
♦tib~ T� i
EE ELEVATION F
a e`/811A(i JilS
OR 405E'
t
FRAME HEAD FIXED MEETING RAIL 'BILL OF MATERIALS
��✓1 L-7801 L-7704
1 lava--- m, ITEM / PART / RRQD^ DESCRIPTION REMARKS a pCa J
1 ri ) �� Q 1 L-7801 1 IFIN FRAME HEAD 6063-T6 ALUMINUM
LIES ..—ixa ; �./ U I 2 L-7802 F FIN FRAME SILL 6063-T6 ALUMINUM
Abe ( w
.F.RAME TOP r 3 L-7803 FIN FRAME JAMB 6063-T6 ALUMINUM
> o a e
L � 2
lass 4 L-7704 1 FRAME FIXED MEETING RAJ 6063-T6 ALUMINUM o a d v
5 L-7765 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM
I.aa4 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM .96 („
7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM d qo oer'
--- —asst B L-7708 AS REO'M GLAZING BEAD ( 3/6' ) 6063-T5 ALUMINUM 2 o
txtaa �0
9 FS-006 AS REO'D.FRAME ASSEMBLY SCREVS 08 X 3/4' P.H. PHILLIPS
tv� o
FRAME SILL FRAME JAMB 10 FS-040 AS REOD. INSTALLATION SCREWS 412 X 1 1/4' F.H./P—HI L, q o
L-7802 L-7803 'cc
f�-1Pgp�
it L-1531 AS REO'D. BULB VINYL WTS'F i/4• DIA. BULB M3033 % p a
12 PWS-003 AS REO'D.FIN SEAL WEATHERSTRIP "187'x230' z
-.-1A4t 13 PWS-005 AS REO'D. FIN SEAL VEATHERSTRIP 187'x.350'
2432 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x,310'
15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' wr a
16 T 771 AS REO'D. GLAZING BEAD 6063-T5 ALUMINUM
2.G43 17 L-4204 AS REO'D.GLAZING BEAD 6D63-T5 ALUMINUM } C
F1
FS L-7723 F SASH BALANCE CAM/GUIDE (2 X VENT) 1 t
19 L-7725 2 RIGID VINYL SASH STOP B X FRAME) t( N
+•A(2 1.t25
_20 L-7_727 _ 2 BLOCK 6 TACKLE BALANCE BSI Balance Systems „e p,
3 j 21 L-7539 2 VENT EXTRUDED LATCH (2 X VENT) 4
L-7523 2 VENT LATCH SPRING Ci x LATCH) �Qy tq
(/ 23 SM-5731 AS RE01D. GLAZING SII.ICONE SH-5731 F� y
VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL 24 x 2 Lnninated Mass SEE GLAZING DETAILS #g
L-7705 L-7766 L-7707
rRAMF BOTTOM CORNER 25 HC-057-1 2 VENT MOLDF,O LATCH MOLDED NYLON
(� 26 HC-058-I 2 VENT SWEEP LATCH MOLDED NYLON
27 _ x 2 FRAME SILL FOAM.GASKET SELF ADHESIVE g
ta'S I�IJT 1`4P rORNFR !� 26 HC-026-1 �I SCREEN FRAME 6 MESH
29 L-7730 I PRODUCT LABEL ? ^ d A
Asa...-1..- 30 x2 Asser�0ly.Joint Casket AT FRAME SILL
a
8062 ZG4Ar . r
ILA a 31 SM-5504 AS REO'D,JOINT SEALANT SM-5504L I
1
,ase -32 N AS REO'D, PERIMETER ACRYLIC CAULK OSF POLYSEAMSEAL j
KNT.LUB Rut 8 9 1
13 ci P
\vl(j TOP RNLm d d {
1239--•^ S6 9
GLAZING BEAD GLAZING DEAD
VENT SPRING LATCH GLAZING HEAD ,^
Ir-7'S��98 L-7708 L-7711 L-4204ftoa
ti 1 ^a6 Q 16 17 csoas
1rCt Rafm111, :` f Z. J j
id
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FRAME & SASH CORNER DE TAILS a I
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MIAMliOMDE 1%UAMI-I)ADE COUNW,FLORIDA
Es PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect Room 208
BOARD AND CODE ADMINISTRA'T'ION DIVISION T(7W31$--25-90 F(786)315-2599
NOTICE'OF ACCEPTANCE (NON
Lawson Industries,Inc.
8501 NW 90111 Street
Medley,FL 33166
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 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 riot 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.
'�Ibis product is n erein,and has been designe co orida Building Code,
'0
L.M
0 .1.
ng the High Velocity Hurricane Zone.
DESCRIPTION:Series"SDG-9200" Aluminum Sliding Glass 7Door(Steel=reinfomed)-L.MAI.
?WP-RDVXE-WCUMENT: Drawing No.L9200-1201 Rev C, titled"Series SGD-9200 Aluminum Sliding
Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and seated by Thomas J. Soto. P. E., bearing the Miami-Dade County Product Control
Section Revision stamp with the d Ex iration date by the Miami-Dade County
Product c on.
SILE IMPACT RATING:Large and Small Missile Impact Resistant
-a'nd
V&doox size, glass type, configuration in sheets 2,
sheet 5 and sheet 8
2, See pocket installation detail in sheet 11 and notes#15 and#16 in sheet 1.
3. Applicable Egress requirements to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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& renews NOA 914-0908.02 and consists of this page I 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 Ishaq I.Chanda,P.E.
r NOA No.17421201-7 i
MiAMiCOUI•VU pi� Date:-ie&
iary--13,1023
Approval Date: Jinay -�'
257,2018
Page 1
Cc. l
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-1204.12)
2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMT}", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision"B", dated 04/15/15, signed and sealed by Thomas J. Soto,P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of an Aluminum SGD,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-I1-
3269, dated 05/16/11, HETI-11 3292, dated 10/20/11, HETI-11 3274, dated 10/20/11,
HETI-11-3329, dated 01/16/12,HETI-12-4040,dated 10/12/12,HETI-12-4051,dated
C 06/13/12, HETI-124053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
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 Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
11-3270, dated 05/15/11, HETI 11 3275, dated 10120/11, HETI-11-3307, dated
10103/11, HETI-11-3314, dated 10/20111, HETI 11 3330, dated 01/16/12, HETI-12-
4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed
and sealed by Rafael E.Droz Seda,P.E.
(Submitted tinder previous NOA No. 12-1204.12)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-
4041,dated 10/12/12,signed and sealed by Rafael E.Droz--Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
4. 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 an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering &Testing,Inc.,Test Reports No.'s HETI-1 I-
3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by
Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12) (( )) 11 (y
Isl ag L Cbanda,P.E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13,2023
Approvai Date: January25,2018
r
t
4
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(cownwm)
5. 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 26--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 Type "C" sliding door, Grade 10, per FBC
2411.3.2.1,TAS 202-94 and per ASTM F 842-04
along with marked-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 11-
3313, dated 10/20/11, signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
6. 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) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1,TAS 202-94 and per ASTM F 84244
along with marked-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and
FTL-3572,dated 09/09/02, both signed and sealed by Joseph C. Chan,P. E.; FTL-3424,
dated 04/18/02, FTL-3425, dated 04/29/02, FTI-3426, dated 04/26/02, FT1,3492,
dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all
signed and sealed by James G. Worth,P.E.
(Submitted under previous NOA No. 02-1126.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared
by manufacture,dated 04/28/15,signed and sealed by Thomas J. Soto,P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (REX).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer",expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas@ Interlayer",expiring on 01/14/17.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)for
their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19114,expiring on 12/11/18. 1 ). L";"4— 1
Isha4 1.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.05
Expiration Date: February 13,2023
Approval Date: January 25,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBhHTTED
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas@ Interlayer", expiring on 01/14/17.
II 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)for
their "Saflex CP - Saflex and Saflex YIP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(TMA)for
their "Saftex BIV Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)for
their"Satlex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16.
9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White)&FPVC 7200-
75 (31ack),published by Team Plastics.Inc./Bayshore Vinyl Compounds,Inc.
G. STATEMENT'S
1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E.
2. Statement letters of no financial interest independence, conformance and complying with
FBC-2010, issued by manufacture,dated 12/03/12, signed and sealed by Thomas J. Soto,
P.E-(Submitted under previous NOA No. 12-1204.12)
3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111,
HETI-11-3270,dated 05/16/11,BETI-11-3271,dated 10/20/11,HETI-11-3272,dated
10/20/11, HETI-11-3274, dated 10/20/11, HETI-1 1-3275, dated 10/20/11, BETI-11-
3291, dated 01/15/11,HETI-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11,
HETI-11-3313,dated 10/20/11,HETI-11-3314,dated 10/20/11,HETI-11 3329,dated
01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-
4041, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-12-4052, dated 07/10/12,
HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, BETI-12-4064,
dated 09/24112, and BETI-124065, dated 09/24/12, all issued by Hurricane
Engineering&Testing,Inc.,all signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
Laboratory addendum letter for Test Reports No.'s BETI-113269, HETI-11-3270,
HETI-11-3271, HETI 11-3272,HEU-11-3274, HETI-Il 3275, HETI-11-3291
RETI-11-3292, HETI-11-3307, HETI-11-3313, BETI-11-3314, BETI-1133295
-HETI-11-3330, HETI-12-4040, BETI-12-4041, BETI-12-4051, HETI 124052,
HETI-12-4053 , IBETI-12-4054,HETI-12-4064 and HETI-12-4065,dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda,P.E.
Isitaq I.Chanda,F.E.
Product Control Examiner
NOA No. 17-1212.05
Expiration.Date: February 13,2023
Approval Date: January 25,2018
E-3
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270,
HETI-11-3271, HETI-11 3272,HETI-Il 3274, HETI-11-3275, HETI-11-3291,
HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11 3314, HETI-11-3329,
HETI-11-3330, -
HETI-12-4040, HETI-12-4041, HCTI 12-4051, HETI-12-4052,
HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon,P. E.
6. (Submitted under previous NDA No. 12-1204.12)
7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 1-1-0518.03)
8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3078, dated 01/10/02,signed and sealed by Luis Figueredo,P.E.
(Submitted under previous NOA No. 02-1126.04)
9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTIs-3525 and FTL-3572, dated 09/09/02, both signed and sealed by
Joseph C. Chan,P.E.
(Submitted under previous NOA No. 02-1126.04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated
04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,
dated 07/12/02, all signed and sealed by James G. Worth,P.E.
(Submitted under previous NOA No. 02-1126.04)
G. OTHERS
1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series
"SGD 9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and
expiring on 02/13/18.
1. New Evidence submitted.
A. D GS
. Drawing No. L9200-1201 Rev C,titled"Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14,prepared by manufacture,dated 09/25/12 and last
revised on NOV 21,2017,signed and sealed by Thomas J. Soto,P.E.
�e.Tlusirevrsion consist of editorial:changes of FBG 201-7-(6 Edition c
B. Test
1. None.
Ishaq It Chanda,P.E.
Product Control Examiner
NOA No.17-1212.05
Expiration Date: February 13,2023
Approval Date: January 25,2018
E-4
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Mami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont
DeNemours)for the"Sentry Glass @ clear&white interlayer",expiring on 07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America.,Inc.for their"Trosifol
Ultraclear, Clear and Color PVB Glass Interlavers",expiring on 07/08/19.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company
(former Sol r the ",Saflex: Saflex Clear&Color glass interlayer", expiring on
21.
F. STATEMENTS
1. Statement letter ofconfo�triance4 6 F9 2017(6-th--'E—dit-L&iy�fid No- al--interese-'.dated
1-1sigff
L: 7filfff,preparedb`y--th—e-hi,;ffi7uffi6tu—rCr,�sigiie—d and sealed byiomaD. Sotos;P'E.
G. 0
1. This NOA revises & renews#14-0908.02, expiring 02/13/23.
Isbiq L Chanda,P.E.
Product Control Examiner
NOA No.17-1212-05
Expiration Date: February 13,2023
Approval Date: January 25,2018
B-5
MULTI—SLIDE D00 S WITH & WITHOUT POCKETS SERIES: SGD-9200
SEE SEE DELOw E BELOW SEE BELOW .-�
NOTE A6. NOTE _ y �9. NOTE
"� f' IMPACT SLIDING GLASS DOOR
rNN
a 'floal Notes; a
d„ -T 1, THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE REQUIREMENTS a m .Yj O .�d. [ OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 BLIT Edltlon) a� pp p t.r ad d t INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) ANDy, ,4 t I ..:p .:p IYt1 ASTM 1800-04, THI' 3 V e „
Y -• BUCKS SHALT.HE INSTALLED AND ANCHORED SO THAT THE BUILDING i y & V
X-I.P or RP-X T 2D/2T - XX or T r 4D/3T - XXXX or 4D/2'r RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS -rte'zo 't z
X LP or RP-XX or LP-XX- LP- XXXX or RP-XXXX or LP-XXXX-RP OF THE FLORIDA BUILDING CODE &TO BE REVIEWED BY BUILDING OFFICIAL, o t4 ,E
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALI,DOOR ro Z a Y N .
`-' SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND R`
AS TAIiUL.ATED ON SHEETS 2, 5, & 8 of l4. V` 1
1 D2 - RP04
2D/27 - •-20/2T - RP `��� M1.) ANCHOR CONOtTI0N3 NOT DESCRIHED IN THESE DRAWING'S ARE TO DE 4 Z p
RIGHtI POCKET SIIOWN RIGHT POCKET ST10WN 40/31' ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO v A J N
((ETT POCKET OPPOSRE) (LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. at p °�
(" T:l5.) A LOAD DURATION INCREASE IN AId.OWABLE STRESS IS USED IN DESIGN OF � DO
�� � �, ANCHORS INTO WOOD ONLY.
bD 2r 0.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE U.S. LAMINATED DI.AS$ x' a vi
SEE BFLOw / TYPES TABULATED HEREIN 9Efi SHEETS p 2, 0, & B F. zo s
/-NOTE MI6, 2D/2T -• LP/RP j ( )•
/'• _ 7,) FOR OPTIONAL, FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. 6, 7, 9, 10, <
,r,. (F�- _�'t SEE BELOW - (�-JIB, (� & It OF 14. ® m. �-t a Q
'NOTE 9. -n B•) EXT. & INT. FALSE COLONIAL MIINTINS ARE OPTIONAL& AND TO HE APPLIED
'� i a. ». m ,/r f r
I 'p lr � ,.• .r f' W/SILICONE, 1
1 p i fj is ' u t 40/2T - LP/F4p w
n 5,;, Cfi - p r O.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST DE PRESSURE TREATED AND w W c
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BACKS TO BE
II d„ d• d• - "" ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. p C
,p a' aD/3T - LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS W17H FIXED CQ per,
LEFT POCKET SHOWN PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
t _. _-- _..__._— I (RIrxT POCKEr oPPOsrE) 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
r 3D/3T - XXX or T PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE `1
1_P-XXX or RP-XXX .NO. _ ACCEPTABLE BUT TIIR LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION �IQ M!
n- ---�J APPROVAL.WILL APPLY TO THE ENTIRE MULLED SYSTEM.
I) REFER TO SHEETS B OF 14 '-' 112.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS N 3, 4, 0. 7. 9, 10.
FOR GLAZING OP11GN5 & VP F14 4D 2T LP & I1 OF 14. H
2) REFER TO SHEETS 9. �0& 11 OF 14 LEFT POCKET SHOWN 13, ALL METAL I
3 � FOR TYPICAL CROSS-SECTION DETAILS. (RIG-(T POCKET OPPOSITE) ) /STERE IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS 4 o 8 C
/ - 3) REFER TO SHEETS 9 OF 14 TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. o
FOR TYFICAL ANCHORS AND NOTES 14.1 POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14, REFER o o
-'��y'�) 4) PANEL STACK CONFIGURA11045 ARE TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. a 5j
( E
RL'R POCKET
_j
5) I.OR POCKET WALLS SEE GENERAL 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
3D/3T — LP NOTES #15& 16. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO HE REVIEWED w x
RIGHT POCKET SHOWN BY THE ENGINEER OF 2'.ORD (EOR).
(LEFT POCKET OPPOSITE)
AMINATE
GLASS s $ z
LARGE MISSILE IMPACT
DORS GLAZED WITH LAVINATED GLASS RATED FOR $$L E S 6
'�• d- `� d' "fl GF MISSILE IMPACT AND REQUIRE NO SHUTTERS. 3d �I dl u y ,
--- — --
1:�t�;1.InrrT�n )
`9ka .�•�:7Zf�Aa I I
Pftwcrlts PUN ,fCs;l, ni ..,IQ c I
20/27 - XO 2D/2T - OX 3U/2t - oxo 4D/zT - OXXO AI y .V
v� ok
2 DGOR 4 DOOR r y,- aIl4►1o14Fr i�w in i
NO7E5: LADIES; - - M^°^9'^+tuce r%I jZ L j.,,
1) REFER TO SHEETS 2 OF 14 FOR 1) R[r,R TO SHEETS 5 OF 74 rOR k �fMLfc
FOR GU171NG OPTIONS AND DP CHARTS, GLAZING OPRONS AND DP CHARTS, Gh4yJ� '«MFT4+7
2) REFER TO SHEETS 3 & 4 OF ib 2) RCrER TO SHEETS 6& 7 Or 14 .9R aC 1y•. • ti
FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETNI.S. M1Af a �� tR`�o..tiN �•, i
3) REFER TO SHIFTS 3 OF 14
3) REFER TO SHEETS 6 OF 14 J7dalgf 1. qt ` �d
FOR TYPICAL.ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. 3!I
f
DESIGN LOAD CAPACITY ---PSF (STD. 2 1/4" SILL.) `- 98 R MAX.
NOMINAL DOOR SIZES DOOR w1pT+. ^
WIDTH HEIGHT GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'A' � c � �
FT. IN. FT. IN, EXT. (!-} INT. (-) EXT. + INT. r 73 1 4" MAX, CLUSTER OF b a A
t ) (-) Exr. {+) INL { ) ExT, (+) Nr. } / 4 ANCHORS s
.- SPACING LIMITATION --- TAT STILE
H N ENDS
5/0 Anchors not to anted EA5" MAX. TYP• ri N
(NO 57EEL) 6/8 56.7 9'5.0 56,7 65.0 56,7 85.0 56,7 750 10 1/2'O.C. of Dec. �11 �,Ljl____.._...-_.__..,. ----._. mnatlor than GO'in wi 1A, I A i�; HEAOjSiLL to ao ID vO06/0 6/8 56.7 95.0 56.7 G5.0 56.7 85.0 56.7 75.0 i \ jCORNERSaz5.i I
rn� A f�
(NO STEEL) _ _...
I 8/4 o b z 1. T
t111,TH STEEL) 618 56,7 850 56,7 10.0 56.7 7$.8 56.7 68.8 i
0
10 t I
51EEL) SJQ 56.7 G5,0 56.7 65.0 x - X X X 7/10" LAM. GLASS C7 r i
^` DESIGN LOAD CAPACITY -„PSF (WITIi 3" SILL RISER)
NOMiYA p00R SIZES GLASS TYPE 'A' GLASS TYP£ 'R' GLASS TYPE 'C"GLASS TYPE 'D' )
WIDTH HEIGHT -
WIDT. Fr./IN. Exr. (+) INT. (-) Exr, (+) INt. (-) Exr. (+) INT. (-) Exr. (+) INT. (-) � � �
5/0 6/8 76.T 95.0 85.0 G5.0 76.7 85.0 ' 75.0 75.0 _ w
(NO STEEL.)
(NO STEEL} 618 76.7 ^95.0 65.Q 65.4 T6.7 85.0 75.0 75.0 c m a m a
to
8/O a
(WITH STEEL) 6/8 76.7 85.0 I 70.0 70.0 76.7 78.8 68.8 68.8 I EASS�eEiN,'ORcrvo �'S
i p SEE CHART AT LEFT R Cn 8
$/0 a/o 65.o 6s.4fis.4 s5.4 x x x x i Q €
(WITH STEEL) ._ _ .....__._._.._.. i EI CL
r f 1)RREFER TO SHEETS 3 dt 4 OF 14 ' Hyl 8 4
f OR TYPICAL CROSS-SECTIOV OCIAP S. # 44 3/4" MAx. I II Lu n i
2) REFER TO SHEETS 3 Or 14 I ----6.L
O.L. OPG,
FOR TYPICAL.ANCHORS AND NOTES, SO" VAX. yt
O
50' VAX. � PANEi. winrHS t„ ,a g •1� R I& 3
1
MAX. O.L.O.: LAM1 ................._.�_....__.._ ,.�...,---PANE+- w;r?'ni �¢ ry ,S 2•i .,,� � t
INATED GLASS
- 6/0 X 6/8 32-3/4" X 74-3/4" LARGE MISSILE IMPACT J (POOR - TWO TRACK
XO OX 8/0 X 6/8 '" 44•-3/4" X 74--3/4" "XO" Ty QAL..-_Cr.E_Y$1QN I+ !
,APP�C!Y Q�a N��-C -�(-��• 8/0 X 8/0 - 44-3/'E" X 90-3/4 DOORS GLAZED WIT11 LAMINATED GLASS RATED FOR TESTED UNIT $
(FOR PANEL STACK CONFIGURATIONS SEC SIICET 1.) tA'GE MISSILE IMPACT AND REOUIRE NO SHUTTERS.
BULB VINs. 17 ,....Ruk6 VINYL-17 ..BUID wa:Yk.--�'r -Duni VINYL-@ d.� 'g Et
-3/16'NEAT STREN'0 GLASS ;-3/16'HEAT STRCN-D GLASS 3/16'.TEAT STREWS GLASS _ 3116-HEAT STREN'U GLASS 9,g tr p {
C40 INTEKAYER 090 PVD INTERLAYER 090 SAREkt HIS lea PVD SA=1.E $� i rdI u G i t
Sentrymss oYY: a. Trosifol PVD try: 0; 'Clear or Coke Class Inkellayar Clear or Calor Goss
yi KNratey AmuL,Inc. w t Kuroroy AmeRan•Inc. ti I try:Eastman Chem:aat Co. by:Eommon Chewcol Co• k
i:t F
m ,]/16"HAl'SIREN'C GLASS ]/1G"tIEAT STHCN'U GVt55 fl�' ,•S/tG'HEAT S�EN'D GLASS :jj 3/16'HEAT STREN'D CLASS tt°\;191i1111FFFFF
Z t F V1 Sri ICGN1 1
to SILICONE , ' SLICUN_ to SIUCONC. Sqr•• :,,)ri
SCkINEE-MORC,4ICAO Ti7J1 V�1 , $CHNFE-AZOREHFAx1 97JLUON r t/) Si:HNEF.^tV4^NF'HLP.O 573t '5, SC`tN£E-u0eiEltEAD SIJt 4} �.�`,a•'�
'-Dow CORNING 699 U i ' OOty C08`nNf fl99 tO � ���TL:v COR\f*iG xcSl tq ' trrtN4 JSPk'CIIallN 2 RNING 15S, ��i GI��;�4 cV" ^ � 'Cxn U• � � i
C7 pp 11tEUCO SPiC1RUV i Pf';f TRCIaCO SPECTRUM 2 , V y' RFAICO 5'C`;TRtltt ) n reoaucr a
Ij ;(li= ,0 777777. l + Itis
q� 'rVr. '' ;,` �,'' "�.•.aiy '!
GT.ASS TYPE, 'A' GIAS•g TYP$ 'b' GIA$.TYPTa r GkAss 1YPE 'b 7p.'Fy:;tq':r'.,to°° "2'Q
QL&Z(.NG OE.T_6I.l..$
{
TYPICAL ANCHORS
IN PARS METAL
SEE DIV.FOR SPACING TYPICAL ANCHORS IN PAIRS ^
SEE ELEV.FOR SPACING IYPICAI.ANCHORS 1N PAIRS -STRUCTURE
SEE ELEV.FOR SPACING
?Or
"dt)C t51. ,sqC b 4
r 'a WCOD SUCK - <i� Nix
2 `n m �.. cr7
(Na•I E4RED-) MIN.. y+� r a :n i rn LY c
•I�- TYP,
(MIN. +a °' .d�� � 3 aar{Ir.,,,�A �..`^ M c w
- Ovral rvrt+.n
7Fi �I .�hTA4.5IRucn RL Acuctli�yA(y� o zIs
rt ! ( U
ROM"
STEEL Ix Corr-T WITH m a a t= o
ALUU,TO DE PA4 OR PLATED.
I" MiM. d v11 151. 2.METAL STRUCTURES:
�., TYPICAL X%Cf-ORS IN PAIRS 5 A 51EFL;Fy. 36 KSI MIN.
A LJLT EdgC CliSt. Typ.) ,F.ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS )
($TEFL 17 CA 44N.TSAII:IC"0.104`)
ELEM.FOR SaAONG 01 ALUMINUM:6053-TS LIEN. x, CS p CQp�
I .11 (ALULE D,07B"MIN. THICK)
4 �r
I � C'EETES FOR SPACING) ./ _ '
/D I 2R'r Wdod Ruck SNOaVoia dr ""'--""-1 4WA-we COUNTY
Wood 5lm turd w/(SG) 1
(7 a T I^" `�+ AP?R'D MtAL,04
1 SpxY^.55 mM. (Ty;.,) I ui
NiN ENiit O.) SEE SEPARATE NOA z
F I! �!' .!� -�.�-1• —.... 'n CLQ
�pI .n` _ -7T
b d
I
7/16•-LAMINATE➢CLASS Q
2v In 0 bd
tr
I NOTES: 1) RUIR 10 SHEET 2 OF 14
1-07 GLAZING OPTIONS AND OP CHARTS
2) REFER TO SHEET 4 OF 14
HORIZONTAL CROSS-SECT ON DETAILS. WOOD 04CKS AND METAL STRUCTURES NOT RY LAWSON IND.
U n_ �} REFER TO 5HF,F.7 2 Of 14 MUST SUPPORT LOADS IUPOSED BY GLAZING SYSTEM AND I
T 1J fl '- FOR MAX. ANCHOR SPACINGS. (IC TRANSFER THEM TO THE nUILDINO STRUCTURE.
U wr a F I �{ '�YP(C/�,[,I ATICHOS; SEE ELEV. A7 SHEET B FOR 5pACING p
W (II �y �t, � ANCHOR TYPE CHART IN CONC. or mitt. N,31 Is I I
ANCHOR OPTIONS NERD-SILLJAMB Inaba imdn Ede DIaE Conarab N m g s
II _ - "
} a n ElCO ULTRAGON lfb" 1/A" 1 3/a' r" �v 2.85 Kai f a
111911 Ax i/4' - x 3/4' 4" 3.2 Ks1 + u t a y3 G
UUILDEX - 3l1M1' 1 3/4' 3" 3.2 Hsi PROOUCFcr
1
ANCHOR TYPE CT IN Py
YCkiOR 0[RIORSREAD-Sift JAMB SasDedmaA RdAa Dlet 2x Xoaa ddN�)
( �I) 17 nti r=_1/n" In Dars
7:.RIScR j IW IM 8 G t(
h � � W CICO ULTRACr:N !/a" 1/4' 11/A 1 ,53 SG y
AO4(REO TO SILL In 7 a «° 3 z t
I* ( 4 S MIH StUCONE +`us .._BU+LDEX...,,_ T/a"_ r/4" T :/4 1' ss SG P,,,4. g
NI4 ICIJC'H of UNIT N s,eTS (into 2x) S1a. -p1z, t 1/4 T" 55 SG
JS
t iar] II INTO METAL S d 4f
21 W-
STEEL ; 12 OA. MIN. (Fy w 36 KSI MIN) t
ALUMINUM 1/8"THTC. MIN. {6063-T5 MIN,) 1Lt1iT5STtiT2dy
i 15 ,I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `N77
1+
�I.4 ri In INTO APPROVED MULLIONS (NO SHIM SPACE)
wi Tlxp_c�'STAta.E •�{'C ai/ iv 0 -G�CV�� t
(1/4 7 INTO CONCRETE AND MASONRY r. i"MIN, (ELCO ULTRACON) a a r 1
' - - (1/4; INTO CONCRETE AND MASONRY - t"MN, (iTW BUiLDEX)
INTO CONCRETE AND MASONRY S°MIN. (ITW BUILDEX) I 1
34 +a'•r �2? Ihie- + 1410 WOOD STRUCtURE a i" MIN.
TO ASTRUCTURE
(IR7.tlUe£D3 7/4 TAf•*C(1N a APpROvfD EQUAL BYE EOR
INTO SUC
TRTURE , 3 4"MIN,
39 +
P. (M/1„T/4 HCN EHBEO INTO 7,r?K:I Cana,0'6. / � Is.tf „�" 1 v�� .Q'3-"W i
ROH LORNERS&SEE EtEVA71DN AT SHEET ` �EALAk
Hart-Snrin4l,Nod-Matalllc Z'DF 14 FOR MAX SPACING rvu ,�„T FRAME AND VENT' CORNERS AND INSTALLATION SCREWS AT SILL /aft`"1tt7ut}.ekNh3�a 6 i
Grout n Minimum 5 Ku IYPIOAL ANGyORS•IN_PAIR4:•�- SEALED WITH WHHE/ALUMINUM COLORED SEALANT. G i
SFE ELEV.'FOR'SPAGNG r
TYPICAL ANCHORS IN PAIRS
SEE CLEV.FOR SPACING
O
TYPICAL ANCHORS IN PAIRS D `2 0
SEE ELN.I'DR SPACING M m H
3O a
' j Q O C
# U) o y
2� c 1 (�nj � 1�
A
ME'(AG.STRUCTWM ATTACNME4T DETAIL a N
NOTE:
i
A - Ii, ALL ST10 IN CONTACT WITH Q o N I
ALUM. TO DE PAINTED OR PLATED,
• 2. METAL STRUCTURES: L' � .2.A) STEEL : F'y - 36 KSI MIN. `�'STRU (y`TEEL12 CA IAN. THICK m 0.105(A ALUMINUM : IN. THIS MM.m.n (ALUM. 0.018 MIN. THICK)
f�a � z �
Q, a S
=06'
Vhf
(WN.E-9m) NOTES: 1) REFER TO SHEET 2 OF 14 c'I � O x
FOR GLAZING OPTIONS AND DP CHARTS, u $
2) REFER TO SHEET 3 OF 14 I S
Tmlcu ANCHORS IN PATHS FOR VERTICAL CROSS-SECTION DETAILS. > q E
SEE ELEV.FOR SPACING 3) REFER TO SHEET 3 OF 14 (y ,
PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. • (/)
4) REFER TO SHEET 2 OF 14
/4" MAX. I C (D FOR MAX. ANCHOR SPACINGS.
SHIM `J o ��
1/4" SHIM TYPICAL ANCHORS IN PaRS
Tl y MAX. I SEE[LEY,TCH SPACING
,1 Q • �' R
.I s17
I
ta
m a
2S wo OUCK — - " 38 6 ° - N ��§ a� D
wODD 'R iURC I t �— - x • }7 � � a v 2i
�.. ... - 17 -• i
11
e 1D J MDUCf201m `,totttaReTnarayl,.
1s -
to X 7,1
•� 6t .. •. Aid
4aWN,�9M ZIZ•OS ��'�'�', ••, •�•bc^tt0rs I iii?
orTT., —- - I
(VM.LNOCO.) D.L. OPG, La�IrWrOore 7,�(iT .rug a••° uLLU` Off,
Not REOD.ON 29L ;,Z E
®6/0 X 6/8 SIZES PAYCLWIDTH
SEf'CHART OR SHEET 2 OF IA ' (uIN fuAU1.) 6fF,M +
-. I i
CXTEBY P.T.
RIOR
2D/2T - XO (ShWOOD BUCH
own DOOR WIDTH
2D/2T — OX (Re-versed) - �tladytlr¢ara°.°1'`64 �" t
196 1/4" MAX,
DOOR WIDTH CLUSTER OF
ATAT 4 ANVIORS
HrAD/SILL STILE :NGS61 MAX- TY?.
A2 `HEAD/SII.. CORNER.
0
V)
oxxo 1! 7/16-OVERALL LW GLASS in
w7 w
cj
n.
0 C2
oxc)
APPROVED QQNF'IQQRAT10N_5 M 0
FOR PANEL. STACK CONFIGURATIONS SEE SHEET 1.)
\\-SIEIL REINFORCING q ED
AS RCO3. 5
BULB VINYL �t E N
6?
-Ic
3/16'HEAT STREN'D GLASS
,1�4
Tmif.)by.
T
STRFN*D CIASS 1 44 3/4' MAX. NOTES �z
50" 1) REFER TO S14CETS 6 & 7 OF 14 It
slllcLHlCio.__`El_..n.rAO'57.11 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS.
now CORNING 899 2) REFER TO SHEETS 6 OF 14
0 SPECTRUM 2
TREM.1PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES,
In
40 A_p_0DR TW AC
MIS JT
TR _dASS
a LAMINATED
lYPI_CAL_"-VATL(2N 3
TESTEE) UNIT LARGE IMPACT
WITH LAMINATED OLAS!
IRS 3 �T 0 FOR
GLASS TYPE 13 DESIGN LOAD CAPACITY PSF [LI.A01-OcRes ICISSIt F IMPACT X-40 REOUIRF I UTT;IERS.
GLASS TYPES 'A' OR 'B'
BULS VINYL-0
PANE W101H
3/15-HEAT STREWD CLASS N&lw DOOR HFIGHI STANDARD BILL 2-1/4" RISER 3" RISER
FT,/tN. EXT, (+)I iNT.
rT,AN. -E;�- INT. (--) r5T, Ii_T(-)
M INTERLAYER
Kw.foy ASentrZ�the 2/6 40:7 1 WO 563 60.0 60.0 60,0la b"ol
Amcco
OS
7' 3/16-HEAT STREWD CLASS 3/0 40.7 0.0 56.7 60,0 60.Q -60.0 9 t,
2 SILICONE 3/6 40.7 60.0 56.7 60,0 60.0 60.0 1 1,
tn SCHNEE-MOREHEAD 5731
ow,*
.60.0 50.0
DOW CORNING$99 4/0 r"R 0 10 �, :.* i
A H
DO
TRELCO SPECTRUM 5. tri �QL
in i 4/6 ....... 60-0 56.7 60.0 60.0yr`fib pti
4
la Z
4111 403 60.0 56.7 60.0 60.0 60.0 LU
PANEL MAX. D.L.O.:
2/5
407 60.0 56,7 60.0 60.0 60.0
- 3j0 x 6/8 = 32-3/4" X 74-3/4-
3/0 40.7 6010 56.7 60,0_ 50.0 60.0 4/0 X 6/8 - 44-3/4" X 74-3/4
4/11 X 6/8 =55-3/4" X 74-3/4"
GLASS.TYPE 'A' 31 40.7 56-7-1 60.0 60.0 60�
,6 60.0 3/0 X 8/0 = 32--3/4" X 90-3/4"
4/0 X 8/0 - 44-3/4" X 90-3/4"
GLA71NO DETAII-S 410 40.7 60.0 56.7 1 mo 60-�_ 60.0
TYPICAL ANCHORS
IN PAIRS METAL
SEE Et EV.FOR SPACING MMCA:ANCHORS 14 PAIRS TYPICAL A4CttOR5 IN PAIRS STRUCTURE I k
1" Min, SEE CUM FOR SPACING SEE FLEV.FOR SPACING
Illy tdgtT ist. m m
�__....._._a -- •,a w000 BUCK S b �•+o�.._
„ .a >h I y G
('04.LM
9A6' : 2"•MIN.�, t t a/a` ,. I a a ',r In r v In
MIN. I .t_...,.:...TYP� } ._._ _ __ {Yat.tYBLD.Y " i .e;` rpiai`I'r�e'iry: O�.. 6' O [,f
r�
,yETdt STRUCTURx ATTACF{Mf`FiT,pp,T,B).(� _�� � (�
...IT Q i ALL STEEL M CONTACI WITH O S O
ALUM,TO BE PAINTED OR PLAYED- "m am � A 4
Z.METAL STRUCTURES: A -
]8 \N T" Man. IYPflM ANCHORS iN PAIRS l:C+gO Diet- Aj STEEL:FY«38 KS+M:N,
A2 SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 C i YM,TH CK c D.1057 T y o
F:dgO bi5i. 1yp•) STE ELEV.FOR SPACING 0).ALUMINUM:4106-1-75 MIN. > (� O C11
(ALUM.0.070"MIN.THICK) .' 9 .1
f I lO I I"i II�I 2By wo8tl DYtM�LN7.'r.w MIAMI-DADE COUNTY
I! I Wood Sto IYtn M SG .. N. v,
fum SPuairm TAY- S9 t's:n.('YP,) SPPR'O SEPARVUUKATE
1/� j
r ;I�•i( II�IP s[e sePARArE NOA 7
I 1 � a wea Nrao u
I I. �_.__. _ _3 wt•t n•c�..» Q,t
7/16-LANINATED GLASS J ^ua (xr
II Ij; I I 20 3f4" 01
III Iy IIIiH NOTES: 1) REFER TO SHEET 5 OF 14 -Oq i p
{
III
FOR GLAZING OPTIONS AND DP CRA!{IS __ �y; 2 A F-
!' !( � .l 2) REFER TO SHEET 7 OF 14 WOOD BUCKS AND METAL.STRUCTURES NOT BY IA-011 IND. F-
~S O 4 (� ; FOR HORIZONTAL CROSS-SECTION DL"TRILS. MOST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ^ 1+f i
t3 La q I' 3) REFER TO SHEET 5 OF 14J
.�(,-_ + _ FOR kW. ANCHOR SPACINGS. �TRANSFER THEN TO THE BUILDING STRUCTURE.
J I. '!+,_ { "-('"` Z JIM
IYP_I.CAL ANCHORS: SEE ELEV. AT SHEET B FOR SPACING pro!!S r' {
0 d La i (l is i � ANCHOR TYI'E CHART IN CONC. or 44A50NRY min. Nt o
('
ii ANCHOR OPTIOYS HEAD-SILL JAMB Smbadmq Sdget D[tiL Cgnotete $ i
Ik#i t t
� +.'?C F=ULrRAcp_N 1/a' 1/4'l-+ 3jn' I 7.85 Ksl
Lit% Ilti11 Ln'o a o BUILOEx 1/4' _ _. 31" a" 3.2 xs,
11 'II V)7 BUILDrx - 3/I6• ..1 3/4• 3' 3.2 1151 pMDUE CREVraV
ANCHOR TYPE CHART IN ZX WOOD BUCK m1n. tit+to�p}ibK rN111l5r itheld o ` $ o
' I4�II17 III_'I' 1f18'or +.jP." MFA ANCITOR OPTIONS RPAD-BTEC JAW 9mbo4mOn FASO DILL 9.WO.d
ElI RISER :{w w FICO UITRACON 1/a" 1/4' 1 lja' t` .95 SO �Plr� 04to o ? I
ADiWarr,WIT:1 .-Vl I,; '-- 9 . r, 2 o
j,.ff��Aill I�II y
CL AR SILICONE tV n BU LLD ta' 1fa t Ila" SS CG 1 � '�j gY} � t
iG FUii. LFNr I I
' II'(I� _ II II cr uNlr r.R1�-- s.Ms. (Toto zx) A+2 N12 IVa' ,• 5 sG �}��.,�.�� .�
1 ta €€g
" ORtlt FLAX 5E7
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy =, 36 KSI MIN.) Lt:als:lti !
i Ip 91 21 ZZ _ yi j I ALUMINUM : 1/8"TRK. MIN. (6063-T5.MIN,) kSTL ;,jti`fd/,
19� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ^�'�?, , '•,,�'1..�,Cp ff
' 111 ll I .f.1tL_SMS � •„"'rrA,. ,�%..��,i
14 1 war 1
„I U7 INTO APPROVED MULLIONS (NO SHIM SPACE) tai ^"C�<;:�i. . •�,I ^*� I
2 � S I (r a "1
a M i e J
.- •^ �_ (1/4-)!INTO �E ND MASONRY s 1"MN. (ELCO ULTRACON)
'1/4-) INTO CONCRETE AND MASONRY - a"M'N. (sTW t1UtL0EX)1"WEEP NOTC4
1 i// 10 - 14 �� AT EACH ENO (3/16') INTO CONCRETE AND MASONRY 3"MIN. (ITW BUILD..
(Mat.3EMUED.) �•4',• 21 MIN• INTU WU00 5TRUC?URE R 1•MIN.
I/4' TAPCON Pr APPRDVED EDUAL DY EUR TYPICAL.ANCHORS
TYP. V/ 1 3/4'MIN.EMBED.INTO OR K5I Cone E 61 2 PER CLIP INTO METAL STRUCTURE 3/4" MIN.
39 .a FROM CORNERS i SEE ELEvnT2DN AT SHEET $F'AT.ANTS: 1`' I
3 OF la FOR MAX.SPACINu. & r6 oF£:'ji/
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
Nom•SlYmk.Non.MNollc 1r ICAt.ANCHORS IN.NRS WH1TEfALUM1NUM COLORED SEALANT.
GIO'd.1 Lwtmum 5 Kai SEE ELEV,FOR SPACING SEALED WITH
TYPICAL ANCHORS IN PAIRS i
SEE ELK FOR SPACING
_ PANEL WIDTH MW.WSW.
1/4" SHIN o 5
_ MAX. 1/4" SHIM 'P 5
rm 4
, y'MAX. ,
Y — D.L. OPG. } D.L. OPG. I �^ In 0z =
28 18 I IIt
7 3 sC'^�1 C)
pul La
4'n EC
e 2D
23 17
+ . s.
- -- �L M1� ���,f,. i ao a a C5 .4 a I
r _ cli.
0
I( x
•
21 17
SD
(N.N.ENGF.O.) �_ l_..._. _ .. ...) ----�. —.——. -x...rc� , •� .'�-. ¢ 1
SCREENS OPTIONAL � O :2J p 7
C1 L. oPc. D F EXTERIOR D.L. OPG_ I c Ia 6
PANR WIDTH IRY ] n
WOOD DUCK w 04 d a 1
4D/2T — OXXO 8
WIDTH
NOTES: i) REFER TO SHEET 5 Or 14
FOR GWING OPTIONS AND 00 CHARIS. ca
2) REFER TO SHEET 6 OF 14 1 Q C7 F
FOR VERTICAL CROSS-SECT,ON DETA4LS. Ra�11 +1 U)
3) REFER TO SHEET 6 OF 14 J t
FOR TYPICAL ANCHORS AND NOTES. f
Ile, SH--IM--.{ F 4) REEFER TO SHEET 5 OF IA PANEL WIDTH IRY
MAX. FOR MAX. ANCHOR SPACINGS. ••-----•-
1/4" SHIM • WOOD ROCK
Y q I
n MAX.
2A U.L.O. 9 .8 I I ),I.. OPG.
_ 1— _ I • •n 'o rel°MIJr'l IYeWrtY RwWs
_—
t
_ 17
A wto I
-1Zll..K g
uste
-m•—..x ..,- 23 5g.o m
Wad
tj
11 $$ u
1J ! t.x_:� — f t,"•a�itC L7xn`le
tL
WV.E�BFO. SCREEN PTIONAL — �LC �j
Tyr.,ANCHORS 1!1 PAIRS P h W N x : I
SEE ELEV.FOR SPACING EXTERIOR ! `� � .���� � uT '
_ PANEL WIDTH _ �t 3/.' t�zoc3• ,i(,czy 0 [
3D/2T — UXO (um EMOE03
--'--—DOOR----
WIDTH .�
O jE
1
/
!
|
L--_-�
1" Min. METAL
1/4• TpPCDN Lir APPROVER EGGAL BY EOR TYPICAL ANCHORS IN PAIRS STRUCTURE
V/ 1 3/4'MI.v EMDEO iNfO 3.2 K.I Conr. SEF:ELEV. FOR SPACING TYPICAL ANCHORS IN FAIRS
Edge wS(. S 61 FROM CORNERS L SEE ELEVATION AT SEE ELCV.FOR SPAOMG n. R
SHEET 8 Or la rOR HAX.SPACUNa
J9 �
X
O p
" 1
(N'A.3F/MaI"JED.)'•w.�, °p • ° ° d. ° . (Nof.�,.� _..._--..___ —..�._ � \ wt°fTldrla•s° sr NeGMq N�oI in
3A V1
4 C a� .tv8E0.) G
O O
u O
1 4 MAX.
GAY --- z�
,. s - I •�. �. •• Z C 6
-
�$ 03 a U a cu
i 11 VOOG DUCK k11.'TA4_mIIICTLIR ATTACIHlP.tl2.f1=LS vi w
TL�ICAL ANCHORS 1N PAIRS NOTE; 2 f
18 I 118 ' SEE€TEV.FOR SFACING 7,AI,L STEEL IN COrRACT WITH j q j
• S, ALUM.TO BE PNNTAC OR PLATED.
_ I t 15 28Y Wood Ovck Subsboto 2 METAL STRUCTURES: A CS tT' I
I I CLEAR SILICONE Wood Slruclum w/(SC) _ TYPICAL ANCHOR5 14 PAIRS A)STEEL:ry -� 30 KSI YIN. �7 % "T
^� I BEOUING COMPOUN3 Specific Gravity= .55 min. "-SEE EIS.V.FOR SPACMG (STEEL 12 GA.MIN.THICK-0.105-) V)
r10 ('YP•) 8}ALUMNIJU:GUG3-TS WN. 0 1
wf ( I� I I I i __ "•�_,,,y f,.% (ALUM.0,078•YIN.THICK)
777 4 7 2f ..-~ UTAMI-DAL*:COUNTY
i APPR'O MULLION i l
[tim) _ isEE SEPARATEY:Aa �+ v
I I I If
7116•-LANIYAIEA GLASS .l-..--
-_��, _ W1aL fHe4ri•sa (a7
Z
o � f
ab «taue s Ev
II I I1
I I
INDIES; 1} REFER TO SHEET B Or 14 MA+FAXMie Np
I Ix
a I 1 EI I I �11 FOR GLAZING OPTIONS AND DP CHARTS. --.— -------- IpI>tMiXs{'yte t Z Q t
2) REFER TO SHEETS 10 k 11 OF Ie IV 11 BUCKS AND METAL STRUCTURES NOT BY IAWSDN IND.
+, p i I I FOR HOR17.ONTAL CROSS-SECTION DETAILS. MUST SUFPORT LOA05 IMPOSED 8Y CLAZIfa'G SYSI€IJ ANO i
_,_I_ t 3) REFER TO SHEET 8 OF 14 TRANSFER THEM TO THE BWLOING STRUCTURE, I
}may' W FOR MAX. ANCHOR SPACINGS. .__....._.__.,_......,_._
1 TYPICAL AN�.QBia; SEE CLEV, AT SHEET 8 FOR SPACING a
c
.r1� ANCHOR TYPE.CHART IN CONIC. or MASONRY min. M �
x rJ
I i 1 i I I i1 c ANCHOR OPTIONS HEAD-SILL JAWS Embodmen,Ed(a DIaLCenamte 4 c 'F
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OF Ural STU. to I 1 I�I_I S.M.S.(into 2X) 91z M12 1/4' ss sc g
3/4'DRIL F'-x 4�4F SLUNG cCRFWc �^ o « x
/����^^""�• INTO METAL,STRUCTURES a"2 � • m ti t@
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�,3 1- I ALUMINUM : 1 8"THK, PAIN. 6063-T5 MIN.
I 135 Ju (!t I ! l / ( )
(STEEL IN CONTACT WITH ALUMINUM 10 HE PLATED OR PAINTED) ,7'`;-�✓• v"/i''r. I
PERtMETE i j I �v_"''TXq,a: IN10 APPROVED MULLIONS {NO SHIM SPACE} yI`i aY`i'r 'Q
I:AULKING EIK'F._DISTANCE FLs a 'TT,
° --„,,•� -” -- -' (1/4') INTO CONCRETE AND MASONRY M 1"MIN. (ELCO UI.TRACON) pin a
r 14 -, ()/4`} tHiO CONCRETE Alio MASONRY r 4"MIN. (RW BUILD EX} � � •..r,'4+E 1
° a•° ti ` 20 ... A ° (3/16') INTO CONCRETE,AND MASO4RY 3"MIN. (ITW BUIIDEX) 0�
21
• 4
// A 4 a a IY14CAL ANCHORS INTO WOOD STRUCTURE �+ t" MIN.
..•
PAN.EUOEO.}A -° -Ila" TAPCON, HED, INTO EQUAL Av EI.V 6' 2 PER CLIP INTO METAL STRUCTURE - 3/4" MIN. •,/. M �ta1.�
a;I n i-�/,'�{ V/ I 7/4"MIN.ENRED. INTO 31.Ke:Conc B 6'
tL titi'1 n yRUM CORNERS 6 SEC ELEVATION AT SHEET .�FiA CJtR4 xiT�;s 6
8 Or to FOR MAX.SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL f3
TYPICAL ANCFIORS IN PATHS SCALED WITH WHITE./ALUMINUM COLORED SEALANT. 2
SCC ELCV.FOR SPACING 1
S
VOOR DUCKS NOT 8Y LAVSUV IND.
MUST SUSTAIN IMPOSED LOADS
MAX.
CLEAR SILICONE ADHESIVE I �' • a m p v X
BE :,ING COMPOUND33
1 C
1 w
137/16'-HS-LAMINATED GLASS A• 4 , 1.z a S O
6 7 79 7 n ° - oto o Q rn o
CLEAR SILICONE ApHCSIVE �� •xd I
DEDMNG Cn!POUND /' e
.8%2'F H/P/It.-S.M.S.V/ 25 7 i>o
.b -a_.. r1 13 1 IR'MIN.EHFEA.INTO 2X 2 TELL BARE ROOD.ON Z q
1 ,
' 7 1 ! P.T.VOUA RUCK(S--c SHEET 019 SIZES AS LISTED 14 OP
J iQd C
FOR FASTE°ER NOTE5 PND
CHART WN PRESSURES
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FOR FASTENCR SPACING) SHOWN OSHFFT 8 OF to � U
16 - - - , ,I (� 2X
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j•• ' i [;:.: •:• CHART W/PRESSURES U CV D L
FX'1'ERl0R .:z'i:.c.C.t,°:.. SyVWN ON SHEET 8 OF 14 N ¢ CA D
-,•Sp- I( CXTEROIR GRADE ,�1•'1/+-.. j i r
pDOR WIDTH(142 1/2) PERIMETER CAULKING
(1cM.NBED.) ." (Nrv.E.BLD�)
3D/3T — XX Nor£s: I) REFER
TO E8 OF 14
FOROWING OPTIONS AND DP CHARTS,
2) REFER TU SHEET 9 OF 14 j
FOR VERTICAL CROSS-SECTION DETAILS. o D
3} REFER TO SHEET 9 OF 14
VO CKS NOT BY LAVSON ING. FOR TYPICAL ANCHORS AND NOTES.
T SUSTAIN IMPOSED LOADS 4 EFER TO SHEET 8 OF 14 n
• -7/16'-H.S_LAMINATED GLASS f�+ NAIL ANCHOR SPACINGS.
-'-- CLEAR SILICONE AEHESIVE 1/4" GAPMAX,
--.. I ADDING CCMPGL'FiD .uCT
_
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7
c
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FOR :ASTENER..SPAC!
16
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7 II t'
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C2 cDPTIGNAu D EXTERIOR . 71
' s EXTERIOR GRADE
17/' PERIMCTER1 1/s
(wN Lwow) DnCR WIDTH(9611 CAULKING ° •' ! �.W
77
..
1
DOOR DUCK WIDTH(189 3/A-) 1 1/4' '�•'
r �
412 X 1 3/4•F.H./MIL SNS . MN FA
I h
W/ 1 1/4'HIR EMBED.INTO
1 n x 3
-�/" MAX• 2X PJ BUCK a
c SCC UPTIONAL INSTAI,I.A710y . - FOR POCKET WALLS r�i a b
SHIM DETAIL6 AI SHEET 12 CF 14) a: I SEE GENERAL NOTES O a C) -V
i #115& 16 AT tr p KT 4 p '-
+ -
1/4' /4-M7.E BED INTO EOtlni. BY EDR 39 '� �.� SHEET I OF 14.
• V/ 17/4'MIN.EMBED INTO 32 Kfl Cant. NOTE: � � q� �}
• 6-FROM CORNERS L SEC CLEVATION AT CLEAQ SILICONE.ADHESIVE STEEL BARS REDO.AS .._._..-.....-_...� ' 4 a
SHEET O OF 14 P01i MAX.SPACING BEDDING COMPOUND USTED IN OP CHARI W/ _
+s I 1
13
PRESSURES SHOWN 0Y 31
37
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+ D 37 t3 T SHEET a or 14 {_: t8 _ (CUCE�C STJ i s
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n
4D/3T -- XkXXP NOTES: 1) REFER TO SHEET 0 OF 14
SYP±GAL ANCMORs IN PAIRS FOR GLAZING OPTIONS AND OP CHARTS.
TYPICAL ANCHORS IN PAIRS SE ELCV.FDR VACINC 2) REFER TO SHECT 9 OF 14
(—gEE CLCV, FOR SPACING 1/4
MAX. FOR VERTICAL.CROSS-SECTION DETAILS.
ti
1f4" MAX. SHIM 3) R„EER TO SHEET 9 OF 14
1 tF--- FOR TYPICAL ANCHORS AND NOTES w �i
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EML,STRUCTURE AT"CAC IMENT MAI
,e NOTE: ++i?I 8 44w4Ip1y1siMddlSA4f7or47n ,-, -"•f r,'+„
•` + �x_s 1. All STEEL IN CONTACT VDIH -"j_'-r-s I-,' 1 SMR Qo04 z „!.i.`'."'r.Ja•�' U.. b.,°�
....�41 ALUM• TO 8E AIN ED OR PLATEU. __.___.__,. I, L:..-_.__...__.,_-_-. Ns I '�2}2•pSM ,L^' .'.'I.'.{;t r F ,^ .s i
Mc:.Ai
STRI2, MCTAL STRUCIUNL'3: .-. -.._ FA*xg-
re. I A) 57FL : Fy 36 KSI Mitt
N. .••---J.'
_ (STEEL 12 GA.INN. THICK -0-105"} .....- � �M1
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'a (ALUM. 0.078"MIN. THICK) .. _.------"_�_'=_�-�^_
(N:N,.CN000J .-_-•.,.--.-..__•..__. SCACEN DOOQ PAI1ct
(OPTIONAL)
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,
SGD-9200 BILL OF MATERIALS 2 & 3 TRACK FRAME
1 3/4" MIN,
ITEM I PART QTY. DESCRTI TION RENARKS EMBED.
It
I L-9211 2 TRACK I"RAME HEAD 6063-T6 ALUMINUM 1.OR ANCHOR TYPES SCE:
c,
12 1.-9211 1 e TRACK FRAME HEAD (Hutti-SUde) NOTES AT SHEETS 3, 6. & 9.
063-TG ALUMINUM 2, rOfZ POCKET WALLS SEE GENERAL
E! L-9206 I I2 TRACK rRAMc" SILL 6063-T5 ALUMINUM INTERIOR NOTES 115 & 10 AT SHEET I OF 14. to
3 L-9212 a 2 TRACK FRAME JAMB 6063-T.9 ALUMINUM TYPICAL ANCHORS INTERIOR to 0 (:)
0
4 L-9204 I X PANEL PANEL TOP RAIL ALUMINUM AT B"O.C._ V; Q Q
------ SEE ELEV, a!0 4
5 L-9205 I X PANEL PANEL'BUTIUM RAIL 606_3-'f5 a 5 ALUMINUM FOR SPACING rn
- - 26- w
6 L-9201— I PANEL LOCK STILE 6063-76 ALUMINUM 17 is d
7 1 PANEL
L-9202 I INTERIOR INTERLOCK 6063-T6 ALUMINUM
Y6 ns, wz ;It C7 o
a L-9203 1 PANEL EXTERIOR INTERLOCK
6063-T6 ALUMINUM
9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM
to L-9209 AS RECT. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM
-9214 1 3 TRACK FRAME HEAD 6063-TS ALUMINUM 21,
It L (12 g
Ip L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM---" 17 1 F.31 2
Qa I STaL aMAR ON >4
13 L-9213 z 3 TRACK FRAME JAMB 6063-715 ALUMINUM p " I
EXTERIOR SIZES LISITO W1 DP 6 8
PWS-Ot6 AS RECT 911110M RAIL WTST R096757DK TYPICAL ANCI-.ORS
14
35
e AT 8" O.C.
15 P S-G09 AS REOT, PANEL TOP RAJI, WTS'P 1,187-.310- <7830-6001-1) @ SEE LLEV.
16 1/4-
FIN SEAL WEATHERSTRIP 1.197'..210' (782D-6001-9) MAX. FOR SPACING
p F1 Cf)
I/ VWS-004 AS REOT, BULB VINYL crpvc) 1/4- O.D YIN C,
1 3/4' IN.10 L-9016 2 SELF ADHESIVE PILL PAD I X 1 112-
2 4VG. PANEL TANDEM ROLL 2 X UA. MVG. BOT, RAIL
19 HC-046 _R EXTERIOR n (r:
FS ROLLER ATTACHMENT SCREW ItIS X 112- F.H./PHIL. I j
eo -003 F POCKET DOOR HOOK
el AR-008 ZX PANEL PANEL 'C' TRACK CLIP 6063,-IG ALUMINUM ATTACHMENT DETAILS
Pp FS-042 AS REQ3. 1-C' TRACK ATTACHMENT SCREW 010 X V SMS FH./PHIL.
23 L-9018 I X ANCHOR I FIXED PANEL JAMB CLIP _6063-T5 ALUMINUM _FIuMWVInvIIFPVCIG0l PwAkm-_Tezm!�Wfj"_lqq_
i- -1. FPVCM2%C*_ undft.7`240-76
24 FS-011 PANEL CLIP SCREW 010 x 5/8, PH/PHIL.
PHYSICAL AST31 NO.
25 AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1,'2' X 1 1/4' (36 KSO11-4—'A',10 w 75 D-V40
sp-irkc—(ly - IAS wm
26 AR-021 x ASTRAGAi_ SIECI, REINFDRCEMENT 112' X 1 1/2' C36 KSI)
Mau 13418
27 AR-224 x y INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 K
7(6,0 V436 9 19
28 IJC-047W1 HANDLES & KEEPERMORTISE LOCK HARDWARE
C 4 No.7267-73
29 x 1 x Pane; 7/i-67*E'._nTh.-.-.-;H,s. Glass ring Dcto,'�! PHYSICAL ASTM NO. a
_�ja_ ___ D�wvlf-d A%10� 75 "40 A A
30 L-9622 ASIRAGAL PANEL SILL CLIP 6063- 5 ALUMINUM stwirwomily- 0. 6"all code
....... 143 792 Nou 2.
,wwk su�,Cth,PSI I&W "A
31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM =, - ., , 2 2
uIdwEN plkwk% }21a D&III w I
32 SM-5731 CURE SILICONE Schnee-Morehend 5731 0.630
Sc It
33 DC-899 A5 REO'D. NEUTRAL CURE ICOME DO. cc>,h,,,,g 899
31 4 x r NEUTRAI, CURL SILICONE I TreMtO SPVLtren P
35 HC-045 2 NYLON PLUG ( .480' HOLE RIGID PVC
36 HC-043 2X PANEL NYLON TOP GUIDE
37 FS-005 p
AS REOID� FRAME ASSEMBLY SCREWS 1118 X IIP- P.M. PHILLIPS
38 FS-013 AS REO'D. PANEL ASSEMBLY SCRrWS 010 X V P.H. PHILLIPS L",
39 FS-014 AS REMO. INSTALLATION SCREWS 412 X 1 3/4' FM,/PHIL. 2.13
PL 7,5,60LAO A%RiVD,
40 GLAZING_
SF-I)ING BLOCK SOFT PVC I/0' x 1/8' x E'L.
41 x SCREEN PANEL x
SM-5504 Fit!
42 AS RrO'D. JOINT SEALANT Schnee-Morehead 5504
43, MEILR CAULKING IISI POLYSEAMSf'Al-__
44 OK ��13 ICT
[ R-N'
.750
00 --3.625
t. 0
.062
a I D
C)
FRAME HEAD Q 3,500
II 1.218 il!ti ri C/)
-.062
1.000
1.500
TWO TRACK HEAD
AT 1 WIDE FRAME HEAD FRAME JAMB. . . �i :1 p
j!-•-,12 _.1.687- FRAME '(OP CORNER ( � a
090 r —.094
1,210
.062 .0 1.590
TWO TRACK FRAME
0 z
FRAME Sill. INTERIOR INTERLOCK
,890
.390
-4
US
-.062 .150!
1.241
FF;
1 2.000 1
2.039 798 1.590 1A 32 c
2
I 0*, A aN[Lj)O 7iQM_QoRbjER
L
—
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mmovcrRRVWAD E
PANXI, TOP RAIL WOR INTERLOCK 31 w 0QAvIy%j witil 64 Rod& I
BOTTOM RAIL EXTC
bwdlaa Go&
2.686 -1844 2,280 Aampl"ce top 17-1712 05' 2
fL?A
A*W awrradw 0—m w
1.0144 062 1.617
J
10 6
.616
CLASS STOP LOCK STILE
oil
580 .-..._ASTRAGAL STIL!�
--T
'53' T
.524 .875 3,000
T
,070
j7l#250 .125 23 1.142 ns) 124-
FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER
.070
3
1.000 2.300 a
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0
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cv
C.)
'090 a z
rj
01
21
2.250 ra
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z 0
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ri
1.0CK FRME 0',
A t
00
1.250 to
,062 9— THREE TRACK
INTERLOCK REINFORCING
.376
.500
2.216
5.094 2 -v
ro ni m1
0
5p f
2!
ASTRAGAI, RFINFORCING
.375
FRAME JAMS 1.250
037//
0
INTERLOCK REINFORCING
IFBAM, UOY SMU? I;p
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94
078
8
100
.670
31 2t
Pocket 'P* Hook "C" CUP
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plastpro =�: z��
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LOS ANGELES, CA 90045
U N
OPAQUE FIBERGLASS DOORS ih. i,�
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0. n 5600-
SINGLES
E 0
wl or w10 SIDELITES 3 V O,
0 0 tu)
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INSWING/OUTSWING ;X
A
G G IM ACT
NOTES "'M"' CT
1. This
I h the 6�h Edition his 7product has been evaluated and Is Incomplionce with the 6th Edition(2017) Q -3
fh (FBC}
structural
r u.- ts, with
() 'K 0En ..
0, .3 Building d tu'I req 'nemen excluding
he"High Velocity
product
orldo Building Code(FBC)structural requiVements excluding the"Kigh Velocity ------------�4 50
IT
rif
urdcone Zoned'(HVHZ). --4
P t 11 r t
a
2- Product an all be as listed and s aced-as shown on details.Anchor
j -
embedment to base material shall be beyond wall dressing or stucco.
I
E
3. When used in areas requiring wind borne debris protection this product complies
with Section 1609.1.2 of the FBC and does not reclulire on impact resistant o 0
covering.This product meets missile level"EY'and Includes Wind Zone 4 as
defined in ASTM El 996 and FBC Sections 1609.1.2&R301.2.1.2.
4. For 2x stud framing construction,anchoring of these units shall be the some as
that shown for 2x buck masonry construction, Xox X0
rn
5. Site conditions that deviate from the details of this drowing require furtherut
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEEN DESCIRIPITON 12
DqSIGqfRESqUiRJE,(PSF).
IDESIG��FN�SIJRE((PSE)
I Typical elevations,design pros CONFIG� ii6N FRAM,-` 1AM8 °' INSWING' .�OuTswlptd
Door panel details REINFORCEMENT- POSITIVE. NEGATIVE POSITIVE hi6AMIE."'
2 61MENst'*�'""Sidefite panel details .7 1,, ! vii,r
R 4 Elevations X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0
5 Horizontal cross sections 74.7V x 820 N/A +35.0 -40.0 +50.0 -50.0 ------
Horizonto&Vertical Cross Sections(2X Buck
71 Horitontai� 0X/X0 75.6'x 82.0'* ix +40.0 -45.0 +50.0 -SO.0
8Horizontal&Vertical Cross Sections(Direct to Masonry l 76.25'x 62.0" 2X +50.0 -50.0 +50.0 -50.0 1 -E:10108114
.5 scuE 9 Vertical Cross Seclions:,e.,h,,,,10dQ 112.0"x82.0" N/A +35.0 -35.0 +50.0 1 .50.0 N.TS.
EF -
IC, is DYM.By; JK
1 10 Hodzontol&Vertical (DfrcFt to Mosonry) 0X0 113. +50.0 Z;7�KZ ewr. LFS
9 1-1 -gu-ckancboring 1 '50.0 +50.0 -50.0
9 1-2 in Or etaus 115.9-x 82.0" 2X +50.0 1-.50.0 +50.0 -50.0 NO.:
9 13 Lite from FL-17347.13
1-4 Of materials0, 1
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REIIISIONS FBPE C.A No..9813
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L ULSEE NOTE 1 9> 11 WERIOR 12 J SEE NOTE I A OR L
40 � SEE NOTE i
1 WMZONTAL CROSS SECTION x HORIZOMAL.CROSS SECTION dp a y
5 outsmn shown insuring mUar zo
5 Ou s nE —"own llns g'sim la`rl— Back to2aak lambs 3 HORIZOMAL CROSS SECTION o
Back to ek Jambs 5 pu n9
Ix%n
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L L L L
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5D INFER .. 7 S W W 0
NTERIOR f' y
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SEE NOTE 1 ! g 11 EXTERIOR 12 J SEE ROTE i L EXTERIOR 12 J SEE NOTE i40 1
n o 0
5 HORIZONTAL CROSS SECTION 40 40 2 a
5 Ovisvring shown(t �E r) b fIORIZOMAL CROSS SECTION d HORIZONTAL CROSS SECTION Half t o 08 t 4
2X Jamb Reinloscemen 5 ng z wn(I n s ar 5 Qursving spawn tinswm8 arrtuart srxs N.T.S. 9
2X Jamb Retnforaement iX Jamb Resnforcemer�t
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FL-17347.13 a
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ig
] HORIZONTAL CROSS SECTION 2 HORIZONIAt CROSS SECTION EXTERIOR INTERIOR o ? a o N
6 outswing town("..gst r_ 6 outswmg shown ImmFg slmitor! chi
E d VERTICAL CROSS SECTION { a�
NOTE B b outswing shown(inswing s m01,
y y
T.Sparing for Rom L:b'from each end and 3 more C
equally spaced along side6to jamb(5 total). L a D
T Lu
2.Spacing for itom L @ head&ai.,b"from each end,1 0.15'GStNK '° E - v
@ cenWine,2 addiBonal ot3•&4S'from end (TYp)
adjacent to door.
v �
SEE NOTE I L '+ F
> INTERIOR c • ° B L Z a R R
C Z
e n
D ° a O O
° SEE NOTE 2 L DATE 10106114
EXTERIORsSCALE, 1J.rs.
D
5D a INTERIOR EXTERIOR ono.er: JK m'
1-114'MIN. o m or. LFS 3
EMB.(IYP.) Daawuc no.:
3 HORIZONTAL CROSS SECTION 5 OuWnVERTICA!CRASS SECTION FL-17347.13
6 Outswing shown(Inswing simUar) o
6 ou sw ng shown(Inswing s m a�— �v
sx�er B ar,,,(a g
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9EXTERIOR 27 G A �~
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1-N4°iti N.�. 4 VERTICAL CROSS SECTION
t-tt M1N. i1 40 EW.(tYP.) 7
EMB.(TYPOwwg
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t HORIZONTAL CROSS SECTION 2 Ell
HORIZONTAL CROSS SECTION E � Q z
Shown w!1 sutr su �` 7 Shown wJ iX sub buck p o
`-' Ouisving Shawn(insw ng smilar) OutsWng shown(insving sim4ar) C a
Y
4. 3
E a
P
.moi py�N. N
A
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NONE:
1.Spacing for item 1:C from each end and 3 more SEE NOTE 2 L 50 i
eq'ucAy spaced along sidelite jamb 15 totat).
2,Spacing for item L 0 head s sip:b°from each end i SEE NOTE 1 L °° EXTERIOR INTERIOR N^o
S @ centerline,2 oddRlonol at 3°&4.S from end ^ Z
adjacent fo door.
A 3 VERTICAL CROSS SECTION -TE.1 o Oa 14
il-IMMIN. StwvmwliXsutrbuck sruc N.T.S. °
EMB:(tYP.) Oufsw;n shown(Inswing similar
B ( 9 ) orrw.ft JK m
3 HORIZONTAL CROSS SECTION CNK erc LFS 3
7Hawn w/1X sub-bu—'CK °�ftH6 NO: a
E Oufswing shown(Inswing simpor) FL-17347.13
N
5 SH¢r_.L OF 14 �
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9 7
40 Gr P E m a m p
M e INTERIOR ° C £$ d r m
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9 40 27
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1-1/4"MIN, 4 VERTICAL CROSS SECTION m
MIN. EAi6.(TYP.} o
EMB.
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Outsw%urg Shawn(Insving m lot} m d -
2 HORIZONTAL CROSS SECTION op
Stwtm ec o Masonry a ='F
$ 1 HORIZONTAL CROSS SECTION $ Outswing shown iinswing surnTar} Ew
g
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OuWng shown(InXb similar) p x Y r
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b N n
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016: $
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1.Spadna for Item L:6'from each end and 3 rnore SEE NOTE 2 L_ Sd
equally spaced along sidege jamb IS total}-
2.Spacing Tor item L 9 head&s%:or from each end,1 EXTERIOR INTERIOR
@ cente",2 odditionoi of 3"&45'from and F'
adjacent to door. 10
50 ( N w o
SEE NOTE T ° DATE,1 O 08 14 %
b VERTICAL CROSS SECTION o
1-1/4°MIN, 8 scAv-* N.T.S.
EMB.gyp.)
O wwir gush town(Inswr'ng simdor) DWO,erg JK m
3 HORIZONTAL CROSS SECTION r
D"' LF5
m no.: a$ Outswing shown(Inswinshown Direct fo g sim➢dr) –17347.13 a 8. ar 14
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I'D 4 T Z o F7BERGUISS DOOR P.E No. x+3409
i V y Do 2 7/27/17 UPDATE TO 6TH E0: 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS�,l1nNC.
! y tR 7 74 1S UPDATE
ITT STFT ED. 20T4 F8C JK VERTICAL CROSS rJL 7lU P.O. Sox 23Q,Vu4r oo, FL 33595
la �, a NO DATE BY $ECTTONRS (THRESHOLDS) Y Ph no No.: 813.659.9107
REVISIONS FBPE C.O. No. 8813
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2016 R.W.BUILDING CGNGU6TANTG INo.
y IS" MAX.
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EXTERIOR INTERIOR EXTERIOR INTERIOR N ^
6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION
1Q Shown Direct to Masonry 1Q Shown Direct to Mosoruy VERTICAL CROSS SECTION
M Outswing only w/4-9116 jamb Outswing only w/6.9116'jamb 10 Shown Direct to Masonry a a '-
NOTE: Single dooronty(NIA W/Sidelites) Ouiswirrg onNw/6 4116 jamb Ec1ERIOR L
1.Spocidg for item L:6'from each end and 3 more SEE NOTE I _"__ I-114"MIN. o
equally spaced along siderde jamb(5 total). EMB.(TYP.)
S HORIZONTAL CROSS SECTION
2.Spacing for Item L 0 head&sill:6 from each end,I® -" a SG
1Q Shown Daect#o Masorny
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3 HORIZONTAL(CROSS SECTION 4 HORIZONTAL CROSS SECTION ate. JKm
N
e 10 Shown Direct to Masonry ld Shown Direct to Masonry 10 Shown Direct to Masnmm W. LFS 3
my 10 Shown Direct to Masonry Outswing only w16 4!16'jamb Outswing any w/6-9'/ V
16jamb � rrn= «
i, Outswing only w/4-9/Ib jamb outswing orgy w/4-9/16 jamb
Single door only(N/A W/Sidelites) Single door any(N/A W/Sidelites) FL-17747.13 N
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FIBERGLASS DOOR P.E. No, 43409 �ONAV1�1�
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v si of 7 t4 75 UPDATE TO 5TH ED. 2014) FBC JK J tr P.O. Sox 230. Vo ieo, FL 33595
GATE BY BUCK ANCHORING Phone No, 813.859.9197
REVISIONS FBPE CA No. 9813
02014 R.W.9U1la1NQ C?NSULTANM INC.
�11111CI d4l1G JAMBAS-ONRY JAMB(TYP.) —� 3"(TYP.} b"(TYP-) `,J�f •• * •.
E SHEET Or
PYP} i a(TYP.) ! �4'¢s• o n
L 2X BUCK— I F O� c m
Ix BUCK
D DIRECT TO— L 2X BUCK JAMB" f '/Jill• I Ir 1 z o m
MASONRY F 1X BUCK DIRECTTO 1 s �S N"
HEAD&JAMBS DIRECT TO MASONRY � ZO
g 13 m z 0
D MASONRY JAMB(TYP.), w �i` i m m c m
1*� — HEAD d JAMBS (SEE SHEEP 10} o O DIRECT TO N r N$ 6 c m
M 9/16"JAMB (TYP.) M M MASONRY tjti 9 4 m d°"
"^3 N 6»9/16"JAMB BACK TO.BACK G 1X BUCK
DI TO MASONRY L w/R NF� — ( 2X REINF. 3a
JAMB(TYP.) a SSLL(TYP.} {TYP.) v,E w
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FRAME ADA SILL ONLY aT ADA Sill I SILL(TYP.) — 12
{IYP.) ( d d o z 9
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A � •
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F 1XBUCK j BACKTO•BACK DIRECTTO N
DIRECT70 JAMBS MASONRY HINGE DETAIL T
— d MASONRY — L W/REINF. JAMB(TYP.) .... DIRECT TO x
HEAD&JAMBS (TYP.) (SEE SHEET 10) 11 M MASONRY fl m
(TYP.} lx I.
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2X BUCK
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r6 S1LL(IYP.) U i
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HINGE DETAIL 2 HiNGEJAMB N- Z a
a as:10 08114 °z
oxo SWM N.T.S. 4
1. V,vo.By, JK m'
FRAME ANCHORING HARDWARE DETAILS 00,BY. LFS 3
owwwo No.;
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HOT BUTYL STRUCTURAL
1/2"GLfSSBiiE Z
E SEALANT 1-1/4"OVERALL GLASS!Hr.
OVERALLGLASSTHK. (ADCA) EXTERIOR 1/6`ANNEAIEDGLASS k'
i/$"ANNEALED GLASS <,'x;
-0.097 SAFLIDXo PVB NTERLAYER i
0.090"SAfLEePVBINTEtLAYER
1/8"ANNEALED GLASST/8'ANNEALEDGLASSAIR SPACE AIR SPACE1/8"TEMPEREDGlASS INTERIOR1/"TEMPEREDG(A$SR(ALUM) VAw-10/08/14 =
SCREW CAP 1/2"NON•GROOVE$WIGGLE °
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GLAZING DETAIL ZING DETAIL v
C'� ODL Ute home GLALBe Frame FL-17347.13
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sNccr T3 or i4 g
CT
BILL OF MATERIALS f-• 4 56"-•——-�I •�
1 1 .,Q�:
� fit}'•. in
BEM B DESCRIMON MATERIAL T ."~ ? •,
o;
A IX BUCK(G>--0.42) WOOD
B 2X BUCK G>=0.42) WOOD
C 114"MAX,SHIM SPACE - L o x /O
D 1/4"X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 244 213 *'� .,~` `o u{m
MASONRY-E 301 OR HOLLOW WBLOCK COhPSI MIN. 01FQRM1NGCRETE Q0 ASTM C 010 ACI- CONCRETE POLY FIBER JAMB '�������tI t L L 11, �`��, m n to z
A F IX X 3.3/4"PFH ELCO,OR ITW CONCRETE SCREW STEEL "o $x z 4
L G 3116"X3-1/4"PFH ITW CONCRETE SCREW STEEL �'�'""� µ� g sa 9 Q°=w
I 114"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL e, rK m a aa.
J #10 X 2'PFH WOOD SCREW STEEL
L /110X2-1/2 PFH WOOD SCREW(i.15"MIN.EMB.)w STEEL
311 X 2}/4"ITW CONCRETE SCREW STEEL .4,W" L��� 4.56"� r�!
N
� N 3/16"X 2.3/4"I11N CONCRETE SCREW STEEL I '°'
P 1 j4 X 2-T/4"PFH ELCO CONCRETE SCREW STEEL INSWING THRESHOLD
3 1 POLY FIBER JAMB COMP. 20 Endwa{Z-Se test
4 iXREINFORCEMENT (G>=0.55) WOOD ADATHRESHotD o �,
5 2X REINFORCEMENT G>=0.55 WOOD r� SIDEUTE DLP z$ '+
z 6 DOOR SWEEP PVC �^ ADAPTER of
7 WEATHERSTRIP ENDURA FORCE 5) FOAM p-:5w
4 #4x3/4"PFHWOOD SCREW STEEL �+ o ! 5E a o
11 4"X V HINGE STEEL
12 LATCHSTRIKE.PLATE STEEL �_ f" ��
13 DEADBOI T STRIKE PLATE STEEL a�
20 INSWING THRESHOLD ALUM/COMP 4.56" a a
21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP INSWING THRESHOLD W1 SIDEMTEAOAPTER 4Sb" y y
22 OUTSWING THRESHOLD ALUMICOMP 21 Endura a Sedesl OUISWING THRESHOLD
23 O1 WING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP 22 Enetum(Z•Sedes)
24 ADA THRESHOLD ALUM
25 OUTSWING THRESHOLD ALUM/COMP 4.56' SIDEUTE
26 INSWING THRESHOLD ALUM/COMP -- -- ADAPTER ;o
40 DOOR PANEL
50 SIDELITE PANEL $ V)
QUTSWINGTHRESHOLD = .`"'.. .;::';:;,_.,:.• o a
CONCREIE.ANCHOR NOTES:
t.Concrete anchortocotions of the comers maybe adjusted to mototatn the min. i
edge distance to mortar/oinfs. o �—2.1T--�j ��Z OUiSWLNG THRESHOLD w SRSELRE ADAPTER
2 Concrete ancticrtocaflons noted as"tAAX ON CENTER•rrWt be adjvsfed to ( w ^_- i
s iiidura{Z•Secies)
a
maintain The min edge distance to mortarjolnfs additional concrete anchors �v� a
maybe required to ensure the MAX ON CENTER'dmTensfon ore not exceeded. ^ o n
9 Concrete anchor iabte 45 o
ANCHOR r ANCHOR MtN .. MiN CLEARANCE -MIN CLEARANCE .
?YPE SIZE EMBEDMENT TO MASONRY n i0 ADJACENT DATE,70/08 t4 °z
., ..,...,.EGGS... ..., ANClid :z
fTW BUILOEX _ 3"
tAPCONr 114V 1-114, 2" 4• 4•57 � ��»� owo.BY, JK 'm
ELCO t/4" 1.1/4" T" 4" CM Or.. LFS 3
ULtRACON° 27 INSMUG THRESHOLD w SIDELRE ADAPTER 26 INdWING THRESHOLD DRAW=No.: v
WOO DSCREWINSTALLATION NOTES: DLP DLP
FL-17.347.13
t.MafnfaaT a mtrTtmum St8"edga disfanc8,1"end dtstance,b 1"oc.spactrTg aT a
c woad screws to prevent the sptlfitngofwand. sxEET 74 aF.74 _
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