HomeMy WebLinkAboutProduct Approval - Glass Door M I AMDA®E MUM I—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
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 miamidede.eovleeonomv
Lawson Industries`,Ine.e-
;$501 NW 9Wh Street' -
?Medley,FL 331G6i
SCOPE:
This NOA is being issued tinder 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 the High Velocity Hurricane Zone.
DESCRIPTION:Series"SDG-9200"Aluiriinum Sliding Glass Door=L.1t�.L
APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding
Glass Dbor(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25112, with the latest
revision`B", dated 04115115,signed and sealed by Thomas J. Soto,P.E.,bearing the Miami-Dade County
Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the
Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Lalge_and Small Missile_Iinpaet Resistant,'.
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. 124204.12 and consists of this page 1 and evidence pages E-1,E-2,E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No,14-090t0d
MtAN[FDADE COt1NTY t §� Expiration Date: February 13,2018'
.A • , l� Approval Date May 01,2015'
Page I
Lawson-Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-1204.12)
. 2. Drawing No. L9200-1201, titled "Series SOD-9200 Aluminum Sliding Glass Door
(LMI)", 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
SOD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s
HETI-11-3269, dated 05/16/11, HETI-11 3292, dated 10120/11, HETI-I1 3274,
dated- 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12,
HETI12-4051, dated 06/13/12, HETI-12-4053 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 05/16111, HETI-11 3275, dated 10120/11, HETI-11-3307,
dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI.-11 3330, dated 01/16/12,
HETI-12-4052, dated 07/10/12, HETI-124054 and HETI-12-4065, dated
09/24/12, all signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12 120412)
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 11-3291, 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)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.144908.02
Expiration Date: February 13,2018
Approval Date: May 07,20I5
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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) 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
Wong with marked-up drawings and installation diagram of an Aluminum Sliding
Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
IIETI-11-3313, dated 10/20/11, signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted tinder 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 842-04
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 01/10102, signed and sealed by Luis) Figueredo, P.E.;
FTIr-3525 and FTL-3572, dated 09109102, both signed and sealed by Joseph C.
Chan, P. E.; 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)
C. CAL+GULATIONS?
1. Anchor verification calculations and structural analysis, complying v+�th FBC;
prepared by manufacture, dated 04128/15, signed and sealed by Thomas J. Soto,P.E.
2. Glazing complies with ASTM E130044/09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 14-0908.02
Expiration Date: February 13,2018
Approval Date: May 07,2015
E-2
_ Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 06119/14, expiring on 12111/18.
4. Notice of Acceptance No. 14--0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14,.expiring on
05/21/16.
6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC
7200-75 (Black),published by Team PIastics. Inc./Bayshore Vinyl Compounds, Inc.
F. STATEMENTS
1. Statement letter of conformance to and complying vVith_1?BC',5t,..EdiE on.12014);
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 cpmplianee letters for Test Reports No.'s HETI 113269, dated 05116111,
HETI-11 3270, dated 05116111, HETI-11 3271, dated 10/20/11, HETI-11-3272,
dated 10/20/11, HETI 11 3274, dated 10/20/11, HETI-11 3275, dated 10/20/11,
HETI-11 3291, dated 07/15/11, 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-124040,
dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI 12-4051, dated 06/13/12,
HETI-12-4052, dated 07110/12, HETI 12-4053, dated 09124/12, HETI 12-4054,
dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated
09/24112, all issued by Hurricane Engineering & Testing, Inc'., all signed and sealed
by Rafael E.Droz-Seda,P.E.
(Submitted udder previous NOA No. 12 1204.12)
Jaime D.Gascon, .E.
Product Control Section Supervisor
NOA No.14-0908.02
Expiration Date: February 13,2018
Approval Date: May 07,2015
E-3
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, BETI 11 3270,
HETI 11-3271, HETI-11-3272,HETI 11-3274, 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, HETI 12--4051, HETI-12-4052,
HETI-12--4053 , HETI-12-4054, HETI-124064 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 NOA 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. 11-0518.03)
8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL3078,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 FTL-3525 and FTL3572, 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 04129/02, 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 underprevious.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.
Jaime D.Gascon, .E.
Product Control Section Supervisor
NOA No. 14-0908.02
Expiration Date: February 13,2018
Approval Date: May 07,2015
_ E-4
sEEULTI--SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES:
_
SEE BELOW SEE BELOW SEE BELOW RIE S e S D 9 2 0 0
NOTE 5, it G �.
k• F NOTE�[ F _rINOTE QS. NOTE•05.�� IMPACT SLIDING GLASS DOOR INN
.�-.
M 1, r , M
�. , o Y �,• i• m l t y F I.
i w'o° A
�.� a ° ' �' ° % % % % I ; General Notes: r7
y a°'` �a % % % % O O z
�+ 7 i' a-1 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE - N
t m t 1 1 C" 4•° ,�j j y G, 1 REQUIREMENTS OF THE bth EDITION 2014 FLORIDA BUILDING CODE INCLUDING e O
L .m1 ••D °'a O'1 t •-0 °� eA •� p,l HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1900-04. m o q A
a• •b W t �! THIS'PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) �� gg
a• a• �� •fl / 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING =�.t � F
x"-LP or RP 2X r` 2D%2T; X?( or: 4D/3T - XXXX or 40/2T RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS z o r"XX=L'P.or.,;RP=XX•or,LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP OF 2014 E.D.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR m a rn o
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND o w
AS TABULATED ON SHEETS 2. 5, & 8 of 14.
1 D/PO - RP 2p/2T 2D/2T S WN 4. ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE A
RIGHT POCKET SHOWN RIGHT POCKET SHOWN )
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) �4./ ENGINEERED ON A SITE 14PECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF I,�
ANCHORS INTO WOOD ONLY. �✓ CI
SEE BELOW 4D�/�2T ] 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S: LAMINATED GLASS
_ NOTE#9, 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS # 2, B. & 8). ®H o
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS % 4. S. 7. 9. 10. 4
-I SEE BELOW & 11 OP 14. Q
1 0 F r NOTE#5. S.) EXT. & INT. FALSE COLONIAL MUNTINB ARE OPTIONAL&AND TO BE APPLIED Da ,..7
a 14
•% %% o 4D/2T - LP/RP W/SILICONE. 1
C �D -0 a'7 9.) WOOD BUCKS IN CONTACJ'WITH CONCRETE MUST BE PRESSURE TREATED AND ® i
$ I ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE P k
t m a' a• C•• �( ANCHORED IN COMPLIANCE WITH THE FBC 6th EDITION (2014) CHAPTER 24. i a
40/3T LP 10.) APPROVAL APPLIES TO O TRACK AND THREE TRACK DOORS WITH FIXED C 01 [L a
t �I LEFT POCKET SHOWN TWO Ik,
Ir I (RIGHT POCK OPPOSITE) PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS ] I
3D//3T - XXX or 7 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED A A
LP-XXX or RP-XXX PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE Z rc
+% ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
1) REFER TO SHEETS 8 OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6. 7, 9. 10,
2) REFER TO SHEETS 9. 10& 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. `•� N
/ FOR TYPICAL CROSS-SECTION DETAILS: (RIGHT POCKET OPPOSITE)
3D 3T 3) REFER•TO SHEETS S 9 OF 14 13.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS N m
FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATFD AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. o n c
4) PANEL STACK CONFIGURATIONS ARE
REVERSIBLE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
D) FOR POKET WALLS SEE GENERAL m �
`
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.C .I
3D/3T - LP N07E5 (f 18 & 16. 16.) POCKET WALLS AR>; NOT PART OF THIS APPROVAL.
RIGHT POCKET SHOWN 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE n
(LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR).
o u
N B E
LAMINATED GLASS o u z z
/ %' / Full
%. / % l LARGE MISSILE IMPACT z
% % � % / %'
' �/ DOORS GLAZED WITH LAMINATED GLASS RATED FOR
.4- a �' LARGE MISSILE IMPACT AND gEQUIRE NO SHUTTERS. d y
' ,`j,L�ytaal aldq`fln+e
a%
e
tn3 4 •�" u- c
f2D/2T - XO 2D 2T�- OX 3p 2T - OXO a ;ij w O O:t
/ / 4D/2T - OXXO m n;,z ccCZb6d �
' 3 8c 4 DOO O
NOTES R PItODUCPRBVISED t3 �; 4 w
• as complying with thcfloridc 77
1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR Dum... d it O Q• �a ��Oy ••,tee,
FOR GLAZING OPTIONS AND DP CHARTS, GLAZING OPTIONS AND DP CHARTS. Accc muoc 1. v ®� oe (�'•••..y•
2) REFER TO SHEETS 3& 4 OF 14 2) REFER TO SHEETS 6 &7 OF 14 Rq�,o E a �s
FOR TYPICAL CROSS-SECTION DETAILS, FOR TYPICAL CROSS-SECTION DETAILS. ° �aairyl ItiT�
3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 By G FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. Mlatrd ¢dcMoductCnw-• ,
\ i
DES_IGN._LOAD'CAPACITY PSF (STD9 2. 1/4"''SILL) 9$ 3%e°.:1Vigxs
NOMINAL DOOR SIZES + 1' r , DOOR WIDTH
^
GLASS TYPE A' GLASS,TYPE E. GLASS TYPE C GLA99 TYPE D y �i
WIDTH HEIGHT o
FT./IN. FL/IN. EXT. (+) INT, (-) EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT;(-) 13 1/4" MAX. CLUSTER OF �
5/0 SPACING LIMITATION: l' AT STILE ENDS
8/8 56.7 95.0 56.7 65.0 56.7 85.0 56,7 75.0 Anchors not to awwaC L a0 y S
(NO STEEL) 10 1/2"D.C. of Doors �HE�D,�IL, 6" MAX. TYP. ''1smaller then 60"In wi th. / HEAD/SILL N v O a o
(NO STEEL) 616' 56.7 95.0 ',6,7: fi 4 56.7 85.0 56.7 75.0 ( 6' CORNERS m c A "N
\ 3wA
8/0 Cn w
I z 0'
(WITH STEEL) 8/8 66,7 85,0 58,7 70.0 56.7 78.8 56.7 68.8
8/0 Ln q
WITH STEEL 8/0 66.7 65,0 56,7 65.0 X X X X I m Nil a
( ) 7/16" LAM. GLASS
C i p I � Z ce
DESIGN LOAD CAPACITY_- PSF (WITH 3" SILL RISER)
NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'C' GLASS TYPE 'D' ��� ��� � � ° z
WIDTH HEIGHT �/ �/ n ,'
FT./IN. FT./IN. EXT. (+) INT. (-) EXT...(+) INT, (-) EXT. (+) INT, (-) EXT.•(+) INT,
G7 w a
0/8 76.7 95.0 65,0 65.0 78.7 85.0 7&0 75,0,
(N05STEEL) w 0 r\i to t I ®H or co
o r;
(NO STEEL) 6/8 76.7 95.0 65.0 65.0 7V 85,0 75.0 75.0 M o rn a j W o a o
11 Qi
w
(WITH STEEL)NO 6/8 76.7 85,0 10.0 70,0 76.7 78,8 68,8 68.8 I STEEL REINFbRCING H o
(WITH STEEL) 8/0 65.0 65,0' 65.0 65.0 X X X X i SEERCFOIADRT AT LEFT a
x
1) REFER TO SHEETS 3 & 4 OF 14 T/ 44 3 4° MAX. d "
FOR TYPICAL CROSS-SECTION DETAILS, / r�
ap 2) REFER TO SHEETS 3 OF 14 D.L. OPG, 13
FOR TYPICAL ANCHORS AND NOTES. 50" MAX, o N N
50" MAX. PANEL WIDTH 0 c ;
MAX. D.L,O.1 J AMINATED GLASS PANEL WIDTH
6/0 X 6/8 32-3/4" X 74-3/4° LARGfi MISSILE IMPACT 2 I]OQR TWO' TR,(k R m g 3
XO OX+ 8/0 X 6/8 m 44-3/4" X 74-3/4" �O" TYPIC�( ELtVATION T a Q y
APPROVED C9b_ELQ IRATIONC 8/0 X 8/0 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED 61ASS RAYE6`1`0R ;TESTED UNjT 'ie a
LARGE„MISSILE.IMPACT AND.REQUIRE NO SHUTTERS;
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z z
SZ
-BULB VNYL 17 BULB NNYL 17 BULB VINYL 17 BULB VINYL 17 2.s 4
/16"HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 3/10"HEAP STREN'D GLASS rc 8 $
090 INTERLAY&R O90 PVB INTERLAYER 09C SA.FLEX HP 090 PVB SAFLEX d a1 s of
DuPont tonlrryyGGl�am by; DuPont ButoolLe by; Cloar,or Color Glame Inlerlayor Clear or Color Glass Intorloyor
LW,,l E,I, DuPont OaNamoun&Co., Inc. EJ. DuPont DdNamourn&Co., Inc. by: Solutlo, Inc. µl byT Solulla, Inc, e�eaYl�rrr�agd
Z Cm 3/10"HEAT STREWO GLASS 2 3/16"HEAT STREN'D GLASS m 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS
SILICONE SILICONE SILICONE �� y'•°•••°• •°••�V/eP
53 SILICONE ,�0�0;• • fi�i
SCHNEE-MOREHEAD 5731 SCHNEE-MORCHEAD 5731 SCHNEE-MOREH��jjVVD 6731 SCHNEE-MOREHEAD 5731 • !J
" DOW CORNING 699 00 OOW CORNING BOB `q1 DOW CORNING 899 0D DOW CORNING 899 ur m 0..' u7 ►� f'''e�:�
N TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 o 'e8 OT�e O J eN
n F N
.I I� •I:•I. 40 u' •I. I, 40 .I..I; 40 ��""'il•-=T„L u"'i �•�-in
0•O
VISED
nnn ^ ^ PRODU
mscomPlyingw101t1wAloddo 7i
Accoplloonc�oNo � �w L• � � ��i •/ ��
R'YP. 'A' :O.AR. ' - ° add' �eeiien�
�_ R 7'YP••='H� G•LA5S TYPE 'C' GLASS TYPE 'D' Q
GLA7_ING DETAILS By
Dade Producl Control
:TYPICAL ANCHORS
IN PAIRS
-�
SEE TYPICAL TYPICAL ANCHORS IN PAIRS METAL
1" Min. SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE 4
SEE ELEV.FOR SPACING �
< e dge UiSt.
WOOD BUCK
// a
30) 91E•.(MIN•€ E.
2",M(N.ya. ,'A. " 4,d S S M h v O
�_ MIN• ^'' 1 3 a ° 'a N ' to "' o y R,' z
. ;' (MIN.EIJeED. U'
„ d L� gttT gynQ O 0
TYP O
r.'!:_s(1*3w:i: X I METAL SmuriCT IR.ATTACHMRNT DEl�tl,-9 Z
1.ALL
STEEL IN CONTACT WITH m M a E ED
Q) 1„ Min_ - 3 4" Min. ALUM.TO BE PAINTED OR PLATED. w
AO TYPICAL ANCHORS IN PAIRS Edge Disl. 2• METAL STE STRUCTURES:
Edge Dist. Typ.) )StiM:Fr>36 KSI MIN. Z o
SEE t LEV.FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA.MIN.THICK-0.105') I--, v) o
SEE ELEV.FOR SPACING B)ALUMINUM:6063-75 MIN. y•�.� A p a(ALUM.0.078"MIN.THICK) a � k"
E 4 TES FOR SPACING) yy IJ
I 10 I I I 2BY Wood Buck Subslrole or V
II II 17 II II; Wood Slru tore w/(SG) AMIhMIPpR-DATE ION U
1/4' specific C �l .55 min. APPR'O MULLION
II (MINI.I mLBEDJ P Ya {TYP•) SEE SEPARATE NOA ® Z p
-L - � Xelal ihklm ss —
I II II III —I N Qr
FToA� �
II I( III I� (m,�d W
7/16'-LAMINATED GLASS M a
II II IN III se x o
0
II I II NOTES: 1) REFER TO SHEET 2 OF 14 3/4" Min. N W
o FOR GLAZING OPTIONS AND DP OHARTS. Edge Dist. •� h �.,
F rn II II I�III 2) REFER TO SHEET 4 OF 14
_ = 0- a0 b FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND IAETL STRUCTURES NOT BY LAWSON IND. `YYY
I I' I' 3) REFER TO SHEET 2 OF 14
LU W Oa' FOR MAX. ANCHOR SPACINGS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
_ TRANSFER THEM TO THE BUILDING STRUCTURE.
Ow }}
O Z F TYPICAL ANCIORS: SE ELEV. AT SHEET 8 FOR SPACING
0 0. Pill I I� I' Ii ¢ ANCHOR TYPE CHART IN CONC. or MASONRY' iLW N o m
N
NU ANCHOR OPTIONS MUD-SIM JAMB Dmbedmea edge MaL Coaorete
I'I ELCO ULTRACON 1/4' 1/4' 1 3/4" I' 2.85 Ks-, e 3 a
' La J O BUILDER 1/M1" - 1 3/4' 4" 3.2 Ksi
III II I K N N N BUUEX - 3/16' 1 3/4' 3" 3,2 Ksi n �o
I III II II w F ANCHOR TYPE CHART IN 2X WOOD BUCK min, st
17 I 1/16"or 1/8" v=i to ANCHOR OPTIONS HEAD-SD].JAMB Bmbedmen Edge Dlok 8z Wood
SILL,RISER v w w ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SO o
•I ADHERED TO SILL w a z
w BUILDEX 1/e 1 4' 1 1 4' 1'
WITH SILICONE �tn �' / / •ss
FULL LENGTH OF UNIT N S.M.S.(Into 2X) p12 d12 1 1 1/4' 1' S5 SG tt c a �4 e
.1/A" DRILLFLFX c_ELF'DRILLING SCREWS o A
INTO METAL STRUCTURES
® 21 STEEL : 12 GA. MIN. (Fy - 36•KSI MIN.) 1111Lt:asne o
ALUMINUM
14 22 / 18 v� (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ���QS•.•{••• �e�p� •.'�p�
2 M INTO PROVED MULLIONS (NO SHIM SPACE) n(.)•. , 1L G"•az�°',
c,: O O;J
m
A lISTANCE �rs : ul 6�Q
,.. rn (1/4") INTO CONCRETE AND MASONRY= 1" MIN. (ELCO ULTRACON)
` •'. ••' ? 0 ,4 PRODUCTRBVISBD (1/4") INTO CONCRETE AND MASONRY= 4" MIN. (ITW BUILDER)
4;.•s (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (TIP!BUILDER) . •,•
2.` MIrL � ' ... as complyfug w1Ul010 Florida o �� �4�� a_. '
f<MBEO.) 1/41 TAPCON or APPROVED EQUAL BY FOR BuOdlag Codc INTO WOOD STRUCTURE- 1"MIN.
39 d'TYP. W/1 3/4•MIK EMBED.INTO 3.2 Ksl Conc.8 6A co No p QZ INTO MEAT STRUCTURE = 3/4" MIN.
'FROM CORNERS t,SEE ELEVATION AT SHEET 1)a 2�2d SEALANTS• �11111111,.
Non-Shdnk, etallic N n-M ' B OF 14 FOR MAX.SPACING. C+
v TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q
Grout.of Minlrqum 5 Ks! SEE ELEV.FOR SPACING adn Pm uct Contra WHI /
SEALED WITH TE ALUMINUM COLORED SEALANT.
AU
H j
TYPICAL ANCHORS IN PAIRS rn
SEE ELC, FOR SPACING 4 v p
m Z
m
TYPICAL ANCHORS IN PAIRS M l
JELEVACING G o; v O c
• O
boo q A � a
MAX. q u
e 1/4" MAX. M
SHIM z o
swx V' o
TAL ATRUCTLME ATTACHMRNT DRTAn Z
m O
• NOTE: zo
1. ALL STEEL IN CONTACT WITH N
ALUM.
TO 9E PAINTED OR PLATED.
2. METAL STRUCTURES:
META ( STEEL FA.y M 36 KIC MIN.
USTRUCTUR (STEEL-12 MNUM MIN.THICK I O.t05'
- 9)ALUMINUM 8O63-Tb MIN.
(ALUM. 0.078" MIN.THICK)
m A
N c z
H �
0 x E
• N ti 02 o
1 3/4' NOTES: 1) REFER TO SHEET 2 OF 14 03 q
(MIN.EMBED.) FOR GLAZING OPTIONS AND DP CHARTS. I
2) REFER TO SHEET 3 OF 14 A
FOR VERTICAL CROSS-SECTION DETAILS.
TYPICAL ANCHORS IN PAIR6 3) REFER TO SHEET 3 OF 14
SEE ELEV.FOR SPACING PANEL IDT FOR TYPICAL ANCHORS AND NOTES.
4) REFER TO SHEET 2 OF 14
FOR MAX.ANCHOR SPACINGS. '° $ a
/SHIM X O � 1/4" SHIM TYPICALSEE EV.FOR RSPACING
S IN PAIRS a
to n D.L. 0 G. 7 3
lll���JJJ io N v E
17 ' m N 9 E ON
9
• 23 `o
16 6 24 F: •,he'• i u 9 S z z
2BY WOG BUCK
OR
WOOD R TURE vl a •• - _ - - - 3� E a a �+
B 10
16 h m
O O
SCREENS OPTL.-. -••- '3 R Ui
(MIN.EMBED,) D.L. OPG. 1 3�t, o�q•t
NOT REOD.ON 26
® %0/8 SIZES PANEL WIDTH (MIN.EMBED.)
SEE,CHART ON SHEET 2 OF 14 1BY PT. PRODUCT REVISED
... ._ WOOD BUCK naeotuPIYI 9 Hhthe Flanda }}
E7jTERYQIi'• But7dmecado�}/� 9 ° 1
'MQ KSYxawlli).+000R WIDThf oDNaJ�' / �J$Oz
oilp
2D f 2T -- OX (Reversed)
M�lattil Doda Product Canw [a
TYPICAL ANCHORS
IN PARS METAL
SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PA RS TYPICAL ANCHORS IN PAIRS STRUCTURE "
_ 1 Mill SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING
ter Etlge•Dist.
7-2
f :•d - WOOD BUCK a '� R
(MIN.3ETABE0.) 9/1.f1��' �•MIN.,a °4 a. 13 4" • 'd A , `v. (x/1 per,
L a MIN° TYP. (MIN.EM8E0.) 14
4 L� %Rt°l ltk4n¢7O a N C V Q m o
- _ 1 X vcr T CTR 1CT 7RF ATTA FNT Df;'1't C z
.. NO AL•L STEEL IN CONTACT WITH am L6
..::r..;. .. ...-.
ALUM.TO BE PANTED OR PLATED. h W o�
O t5 x 3/4" Min. a �+
18 -N 2.METAL SDIUCTURES: I
\_ 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist. A)STEEL:Fy-36 KSI MIN. ;a Z o
A2 '- EE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA MIN.THICK a 0.1051 z N Edge !St. Typ-) SEE ELEv.FOR SPACING B)ALUMINUM t 6063-T5 MIN.
_ (ALUM.0.078"MIN.THICK)
I I. l
2BY Wood Back Subshato or
10 I I. Wood Stru lure w/(SG) MIAMI-DADE COUNTY V -
17 1 1/4' 'APPWD MULLION EE.. O x
Specific G vity�.55 min.(Typ.) — Zj
I II III I (MN EMB SEE SEPARATE NOA H
PRODUCT REVISED o � a
'I .•I X nc complylag with tit Florida �'• f..
Auilding Code 4•r Og�O N
7/161-LAMINATED GLASS 2 Acceptottco No W �j
Min. " 11 ZO� Ci �� 02
I II I II NOTES: 1) REFER TO SHEET 5 OF 14 Edge Dist. N, w
FOR GLAZING OPTIONS AND OP CHARTS. bawd Dade PmductCoutrol 1+ A
z �I II 2) REFER TO SHEET 7 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND.
T ~x a p FOR HORIZONTAL CROSS-SECTION DETAILS.
w 0 r 3) REFER TO SHEET 5 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
FOR MAX. ANCHOR SPACING$, TRANSFER THEM 70 THE BUILDING STRUCTURE.
J F
TXXPICAL ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING
o ¢a W i I II I II a ANCHOR TYPE C}iART IN CONC. or MASONRY min. N c
4 I L ANCHOR OPTIONS tTBAD-SH3.IAMB Bmbedmen Edge Dist.concrete N u Now
I I II II I'I N tB ELCO ULTRACON 1/4' 1/4' 1 3/4' I' 2.85 Kei r a 7
BUILDIX 1/4" - L 3/4' 4" 3.2 Ksi a q aov q y
I I II II I� J tj BUILDIX - 3/18' 1 3/4' 3' 3,2 Kei ;
ANCHOR TYPE CHART IN 2X WOOD BUCK min. c n _ NN
1
I II 17 'I 1/1 s`or 1/8" W M rz/T ANCHOR OPTIONS FIBAB-SH.L JAMB Bmbadman Edge Diet as Hood a 8
I I I I I SILL RISER
I I DHERED WITH \(wit W ELCO ULTRACON 1/4" 1/4' 1 1/4' I' .55 SC o x x
10 'II II I I 5 �ELALRNE .-- !n BUILOIJC t/4° tf4° 1 1/4' 1° 55 SG w
OF UNIT SILL N 1 I S.M.S. (Into 2X) �f12 ({72 1 1/4' 1' .55 SG S o
I I 1/4" DRI X SEI F DRI LIN SCREWS
INTO METAL STRUCTURES IP .; ad a
STEEL 2t 22 ,�� 30 I • ALUMINUM 1/8"THK.FMIN. (6063I 51NMIN.) ,`'ope¢xscEl �f�rQ+Po
19 '� (J�;j) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ���p5;••°°°°°•���•r/�,°"'s�
\�J
ti a 2 - #10 SMSO.� b:•��a
>7 N ul INTO APPROVED MULLIONS (NO SHIM SPACE) m •°� eU O J ul•
a� w TYPI A- DG DIS7ANC� to 'y�j a.
N a d
(1/4') INTO CONCRETE AND MASONRY-= 1" MIN. (ELCO ULTRACON) VJ p4 •u C,
RETE N'
1 -• (1/4") INTO CONC AND MASONRY = 4" MIN. (r1W 9UILDEX):..-Y .- ..`•.•.'' <20:. ..,a.; 1.WEEP NOTCH o !y Gja s
4-,•a (3/16") INTO CONCRETE AND MASONRY= 3"MIN. (tTW BUILDER) O•., ���
a •2<.MIf�J• I/4• '[APCDN or APPROVED EOUAL BY EDR TYPICAL ANCHORS AT EACH ENO INTO WOOD STRUCTURE - 1"MIN• � � ��.( •••••••'• �, d
3D ad TYP• W/1 3/41 IS 8 SEED ELEVATION 3.2 Ksd SHEET 6' 2 PER CUP INTO METAL STRUCTURE m 3/4" MIN,FR1
• 5 of 14 FDR MAX,SPACING.' STs'ALANTS: 6
Non-Shrink, Non-Metallic TYPICAL ANCHORS IN?AIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL c
Grout of Minimum 5 Ksi SEE ELEV.FOR SPACING SEhLED WITH WHITE/ALUMINUM COLORED SEALANT.
i
WOOD BUCKS NOT BY LAWSON IND.
BUST SUSTAIN IMPOSE➢LOADS - •!-'�
.rs 1�4„ GAP1A o � E
•ars±..t:. MAX. '•
' CLEAR SILICONE ADHESIVE a�'w e q v x
•° o BEDDING COMPOUND qy
C• 13 3 7/16'-H$.LAMINATED GLASS
. 6 7 2B 37 a I yOQ� V y e
ORO
y e. CLEAR SILICONE ADHESIVE
BEDDING COMPOUND - W
33 c• 5
we X 2•rJUPH4-S.MS.V/ 27 'z>
13 1 1/4'MIN.EMBED,INTO 2%PIT.V1313 2 STEEL BARS REOD.ON •"i z o y
6, 7 FOR FASTENERK�SEE TES AN ET B9 SY7ES AS LISTEDIN OP W
2B ELEVATION AT SHEET tl 8 FOR CHART W/PRESSURES m a R'< p
16 FOR FASTENER SPACING) SHOWN ON SHEEP B OF 14
F I b z I
o
E+r a O 16 1 2X X I� O m
17 i• .. wad p
.•y_.'. 12 25
N O
.°`b'.�• ice,`, 38 IIIf^'�—ICI 8 77 28 16 `M: -'l,.a a•i•,,•Q � o
SCREEN DOOR PANEL SCREEN ODOR PANEL �'��;•Y.�;;•-' 1 STEEL BAR LISTED
114 ON W O
• "<` C3 (OPTIONAL) O `" °' SIZES AS LISTED IN DP EI O
:'19<Gr�?i?=sir carrtaHAL) Dot;.: .,�. a
~ ..F'•:.:_ •}`•."•.<�,.•i. CHART W/ Ilk p PRESSURES
EXTERIOR t '=' SHOWN ON SHEET 8 OF 14 :4 CA O
• 1 3/4' EXTERIOR GRADE 1 7/4• 4' A
ON,EMBED.) DOOR WIDTH 4142 1/2') PERIMETER CAULKING (�EMBED.)
30/3T — XXX NOTES: 1) REFER TO SHEET 6 OF 14 .� 10
US
FOR GLAZING OPTIONS AND DP CHARTS. "``1111
2) REFER TO SHEET 9 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
VOOD BUCKS NOT BY LAVSON IND. 3) REFER TO SHEET 9 OF 14 N a o
_ MUST SUSTAIN IMPOSED LUAUS FOR TYPICAL ANCHORS AND NOTES. o c
4) REFER TO SHEEP 9 OF 14
` FOR MAX. ANCHOR SPACING5 "' o
- - 7/16'-H,S.LAMINATED GLASS >:.•. -. . ID �
° 29 CLEAR SILICONE ADHESIVE '/4x GAP `0 3•N a
.°6 33EBBING COMPOUND MAX. �."ii N oo a o° y
d o
<vN E
a
•. 39 a"RI2 X 2'FIL/PHI,S.M.S.W/ o •7. IL
-I 1/4•M14 EMBED•1410 2X
P.T.WOOD DUCK(SEE SHEET 119
FOR FASTENER NOTES AND $
a 1 6 ELEVATION AT SHEET D 8 FOR
.. FOR FASTENER SPACING) d m
16 :e"0.'.••-e, pOgt55OtSt®C9O
16 — — sI .P;: PRODUCE REVISHD
s�cpmP1y81g�>''ilh UlvFlorida •%p9:'• •' N/sJr�o
7c 0e.0Z 2`,BuYdID Cudc q e
A No �a O to u '6••N�1i
38 25 8 17 28 a,. � .. Q`';,� O
'••• ';'=`'fit _ _ __ )%'S`.,�':�e :.TNIe1ni adoAodugILv.. p.
^'"„^•% 3 SCREEN DOOR PANEL 'rk•f'•ti•' ~
i G• C2
1 3/4' (OPTIONAL) ®' EXTERIORrt
_ 51~<,� EXTERIOR GRADE
(INN.EMBED.) DOOR Y1DTN(96') PERINETER CAULKING 1 1j4 �O t1Bt
2D/2T XX
(MIN,EMBED.) A
—
1.0�100 �3.16.25 84 _� 1.00062
�a 37
_750 .062 ^'O.376
FRAME HEAD O 3.500 -"
a ow.
c'O v O
A
6062 mag
1.218 3 Tn
1.0
L 1.500 I to
s az �. v N
TWO TRACK HEAD 1.594 O -6871^ ��7
AT SHEETS 8, &9. FRAME JAMB p; c��t
MULTI-SLIDE FRAME HEAD a
PANEL TOP CORNER p
.090
'��"•12 1.687 FRAME TOP CORNER
r � .094 �
N L
062 1.750 2.zI5o 1.132AQ
1,590 0 TRACK FRAME
.559 I " W 6
T-L- --4.154-d 1.619 150 E o
FRAME $ILL INTERIOR INTERLOCK m
.890 h
.390 I 1.619 z Go
T 062 .150
1.241
2.000 2.798
2.039 1.590 N
.062 .062 1.132 N \
S.3 a
PANEL BOTTOM CORNER
.094 n 9 E e
® 1.197 Qs 1.687 �8 0 �+ 3 _ 0�0
PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK 37
� � as
o z z
-^��•-180 2.686 �'j 844 2.280
.094
FRAME BOTTOM CORNJ:R � 3 � � � g
E8+8 1.344 062 1.617 dal o;
616 1.710 °°�b`�Da��s�o� �v�vvi
1.842 °mod: "�i�lvOri
GLASS STOP iD 0 v p�� to tb 6:.
LOCK STILE 1,655 O9 0 ���y A O
RGS'E� Dme
531 580 ASTRAGAL VILE pRODUCfR&V15ED y� w cr. r
_ as cnmplyln8 with thoFlorida .; t i•U p Q a_ x
Building Cods O
.524 .875 3.000� AcceptmcoNo C.
.070r r D vvvv '••......•
(•
1-1.250 23 125 1.142 OO .'124J 1vDmnl ado&oductContm
A
FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER
MIAMB-D/ADE hHANII-DADS COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OR REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Street,Room 209
BOARD AND CODE AAMINISTRATION DIVISION T(786)315 2590 F.(786)315-2599
NOTICE OF ACCEPTANCE (NOA) svww.miamidade.Roy/economy
_I,ativson Iridpstties;Inc„
850I-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(AHD).
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 the High Velocity Hurricane Zone.
DESCRIPTION:Series"SH-7800(Fin Erataxe)"Aluminum SangIg Hung,WandoW JG.NLL
APPROVAL DOCVAMNT: Drawing No. L7800-0801, titled "Series-7800 Single Hung Fin .Frame
Impact Windo` ",sheets 01 through 04 of 04, dated 03/31103,with revision"C"dated 08/11114, 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.
AUSS]LE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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-affeetingthe performance ofthis-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. 13-0909.14 and consists of this page 1 and evidence pages E---1,F-2 and E 3,
as well as approval document mentioned above.
The'gubmitted documentation was reviewed by Jaime D. Gaseon,P.E.
11TOANo.ld Q908.09`
MIAMi DADS COUNTY
_ S�CSsa 1!xpiration Dafe:."Nov embee 06;20Ys
/s Approval Date: November 06,2014
#t%�' i Pagel
FRAME HEAD FIXED MEETING RAIL L-780L L-7704 BILL OF MATERIALS j
4 1.094—I AO F
# REQpt DESCRIPTION REMARI(SoOA 01 1 FIN FRAME HEAD 6063-T6 ALUMINUMQ802 1 FIN FRAME SILL 6063-T6 ALUMINUM mFRAME T0� OCRNFR_ 803 2 FIN FRAME JAMB 6063-T6 ALUMINUM ro1 �zags o7s— — 704 l' FRAME FIXED MEETING RAI 6063-T6 ALUMINUM nw� vx 4.04 �o�705 1 VENT MEETING (TIP) RAIL 6063-T6 ALUMINUM W 706 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 6s1707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 'Fln
FRe�I�u708 AS REO.'D, GLAZING BEAD C 3/8' ) 6063-TS ALUMINUM' aFRAME SILL FRALIE JAlI6006 AS REWD.FRAME ASSEMBLY SCREWS 08 X 3/4' P.N.PHILLIPSL-7Ef02 L-7803 040 AS READ. INSTALLATION SCREWS 412 X 1 1/4' F.H,/PHIL. W o
L-7531 AS RE,Q.'D. BULB VINYL WTS'P 1/4' DIA. BULB N3033 a
1a4t FMEJAMe 12 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x,230' '� Ga
13 PWS-005 AS REQ.'D.FIN SEAL WEATHERSTRIP ,187'x,350' U�i q + I
2.437 14 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x310'
15 HC-024-1 2' SELF ADHESIVE PILE PAD 1/4' X 1 1/2' H b Ch
16 L-7711 AS RCWD.GLAZING BEAD 6063-T5 ALUMINUM p' or z tu��
ca
2,43 17 L-4204 AS REWl GLAZING BEAD 6063-T5 ALUMINUM ` ,� c
A62 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) 1 r4 co
125
A62 ,t �-A62 19 L-7725 2' RIGID VINYL SASH STOP (2 X FRAME) H F Tj
y 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems (n
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11 I 21 L-7539 1 2 IVENT EXTRUDED LATCH C2 X VENT) 2p
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