HomeMy WebLinkAboutProduct Approval AUG ? 5203
MIAMIrDE MIAMI-DADE COUNTY
PEP. !?iffyC PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTME153'I:(BNG)County, FL 1)805-SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA. syw.utis{�nYda��y�bui0ine
E.I.DuPont De Nemours&Co.,Inc.
DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712
Wilmington,DE 19880-
SCOPE:
9880SCOPE:
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 BNC-
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. BNC
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:DuPont SentryGlas@ Interlayer
APPROVAL DOCUMENT: Drawing No. 10-0413.04, titled "DuPont SentryGlasO Interlayer", sheet l .of
1, dated 04/13/11,prepared by E.I. DuPont De Nemours & Co., Inc.,signed and sealed by Allan A. Kozich,
P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None.
LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the
glass with; "MDCA - SentryGlas®", standing for"Miami-Dade County Approved—SentryGlas®",and the
laminator's identification mark. These marks shall be applied by the individual laminator producing the
finished laminated glass product containing the SentryGlas®interlayer.
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 renews NOA # 10-0413.04 and consists of this page, evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No:11-0624.02
MLAMt•DADECOIJNTY Expiration Date:January 14,2017
• Approval Date:August 25,2011
3. O� �(�Il� Page 1
E.I.DuPont De]Nemours&Co.,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWING
1. Drawing No. 10-0413.04,titled"DuPont SentryGlasdD Interlayer",sheet 1 of 1, dated 04/13/11,
prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich,P.E.
B. TEST REPORTS
Laboratory Reuort Test Date Sianature
1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E.
2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,P.E.
3. 96177.02-106-19' ' ' ASTM D2843' 02/22/I0 Joseph A."Reed;P:E.
"Submitted under NOA#10-0413.04"
1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness,P.E.
2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness,P.E.
3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.E.
4. PR106246 ASTM G 26 06/26/07 Due T.Nguyen,P.E.
5. PR106246 ASTM D790 06/26/07 Due T.Nguyen,P.E.
"Submitted under NOA#07-1116.04"
C. CALCULATIONS,
1. None
D. MATERIAL CERTIFICATIONS
1. None.
E. QUALITY ASSURANCE
1. Miami-Dade Building and Neighborhood Compliance Department(BNC)
F. STATEMENTS
1. Statement letter of code conformance to 2007 FBC and no financial interest issued by
Allan A. Kozich &Associates, dated 08/09/11, signed and sealed by Allan A. Kozich,
P.E.
2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc.,dated 02/22110,
signed and sealed by Joseph A.Reed,P.E. "Submitted under NOA#10-0413.04"
3. Approved listing of SentryGlas®Plus laminators dated November 30,2005,signed by
Jeffrey D. Granato. "Submitter!under NOA#06-1205.10"
.0816/11
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 11-0624.02
Expiration Date:January 14,2017
Approval Date:August 25,2011
E-1
DUPONT SENTRYGLAS® INTERLAYER
PRODUCT DESCRIPTION
MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO., INC.
DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS
FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS.
ATYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS:
(MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER
TO BE USED AS NECESSARY).
A B C A - 1/8" 3.0 mm Annealed Glass
SECTION B - 0.030" 0.76 mm DuPont Sent Glas®Interlayer
C - 1/8" 3.4 mm Annealed Glass
MATERIAL CHARACTERISTICS
SentryGlas® Interlayer
Designation Test Properties
Flame Spread Index. ASTM E84 35
Smoke Developed Index ASTM E84 250
Flash Ignition Temperature 1 ASTM D1929 788 F
Flash Ignition Temperature 121 ASTM D1929 752 F
Self Ignition Temperature 1 ASTM D1929 806 F
Self Ignition Temperature 2 ASTM D1929 770 F
Average Extent of Burning 1 ASTM D635 0 cm/min.; Class C1
Average Extent of Burning 2 ASTM D635 0 cm/mina Class CC1
Average Modulus of Rupture ASTM D790 Weathering*
*WEATHERING PER SECTION 2612.2 OF Before After
THE FLORIDA BUILDING CODE 5 415 si 5 36fi si
NOTES:
[1]30 mil (0.76mm)thickness DuPont SentryGlas®Interlayer Sample
[2] 180 mil(3.3mm)thickness DuPont SentryGlasO Interlayer Sample
[3] DuPont SentryGlas@ Interlayer by Itself Does Not Comply With the Florida Building Code
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS
OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS
COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE.
DuPont SentryGlas® interlaver
t;r4h'fF3UC'['1EHI"M E.I. duPont de Nemours& Co., Inc.
DuPont P&IP- GLS
,w9plWo N / (�2 ,p2 Chestnut Run Plaza Bldg 7121161
ri17 P. O. Box 80712
8V'4104�p Wilmington DE 19880-0712
c, a Phone: 302-999-2125
Dwg. 10-0413.04 rev 1. Sheet lof 1
Drawing Date: 04/13/11
" Allan A. Kozich, PE
JON 22-2611
Registration# 16864
t,r�. tj [`768
GENERAL NOTES: C
SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO �� •
COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT EDITION AND WINDOW SYSTEMS
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH:AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
19V 1/8" WWW.CWS.CC
48 7/8" MAX UNIT WIDTH2.GLAZING DETAIL:(SEE SHEET 2)
MAX
PANEL WIDTH I A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC
4.DESIGN PRESSURES: .SLIDING GLASS
GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
9 --DLO _- -- -1 TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION,TEST PRESSURE,AND GLASS TABLESASTM E-1300-04. in a
HEIGHT _
O X X O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE N'ZZ
=
931/2"
GLAS86 S
B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o c p
MAX B GLASS
PANEL DLO WIND LOAD DURATION FACTOR Cd=1'.6 WAS USED FOR WOOD ANCHOR
HEIGHTa b B CALCULATIONS. w m'
6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT
G REQUIRED. m m z
LL
6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY < R
A A WELDED. N ¢ O w
cc
6 8.SERIES/MODEL DESIGNATION:SGD-8900. a o a
w w �'
96- 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '¢ U
145 13/16" MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. a = cna
MAX UNIT W IDTH 48 718"
487/8 MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. "
PANEL WIDTH PANEL WIDTH m ¢ Z
111.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS.
413/4" �— 4i 3/4"
GLASS 96" GDLAS
LOS •,�Py: G mg'..
�Q�y: \
96" __ _ __ MAX No 58201 •t�1�
UNIT MAX UNIT
HE
HEIGHT HEIGHT LUCKS A. *,; * •;,k
931/2° 863/8'O X O Turner -
931/2" 2015-04-20 9 STATE OF
MAX D GLASS D MAX E Q X E . . w�
PANEL DLO PANEL 12:30-04:00 �i�F•,COR 1 I?"
HEIGHT b HEIGHT L-LA a OR to
C C 4220
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE.OFCONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS........_—_ 11 ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL__2 XO 96"x96" +/-60 PSF LARGE MISSILE IMPACT
SECTIOI4VIEWS OXO& DWG 0: REV.:
XO:_ _......._.....___.3
EXTRUSIONS&B.O.M............__................®.4 OXO, 145-1.3/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT OWS-298 B
ANCHOR SCHEDULE&NOTES._....................._.5 „ „ SCALE: SHEET
INSTALLATION DETAILS_.___._..._.____6 OXXO 191-1/8 x 96 +/-60 PSF LARGE MISSILE IMPACT 1:33.33
1 OF 6
WINDOW SYSTEMS
25 18 26 4 7 3 21 2 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLO RIDA 34474
WWW.CWS.CC
O 0 8900 PVC
❑ SLIDING GLASS
6 DOOR-IMPACT
F� G� N OT Q
O cy
g >,
,
1 1 30 33 6 24 19 2 9 1 w' m /n
SECTION B-B LL LL z0
O Z W
17 1"OVERALL a a CC
LL
1 �^ a 3/16"TEMPERED w w
3J t-
„1 �R 3!6"AIRSPACE i oa LU
2 ;;�� 115 7/16"LAMINATED GLASS Cl
y CJ 3/16"ANNEALED GLASS m ¢ Z
Ikli fi�I 23 .090 1SNOPLAST INTERLAYER %,`
3/6"ANNEALED GLASS �Pt1p RElq�rTli,���
PAIR OF ANCHORS AT EACH CLIP. ��;JGP G E NS�.,��F'
j�J 13 ❑ 27 SEE SHT 6 FOR SPACING t No 58201 '.P
9; STATE OF
33 � c<` �.�
13 S KAFLEX 52 PURFECT GLAZE"H" '��ris`S/O •E���`,
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1 #58201
_J f 4 FIXED PANEL ATTACHMENT 1239 ABARA AVE.
el I23 NORTH PORT,FL 34288
4 PH.941-380-1574
37 _ J I 140 NOTE: SHEET DESCRIPTION:
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
L 4 WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
0- 1
SECTION VIEWS-OXXO
AND GLAZING DETAIL
31 2
DRAW ATE:
9 -A�4FADE 06/03/08
I� 3 15 DWO a: ..
1:1.33 CWS-298 B
SCALE: SHEET
1:2.63 2 OF 6
WINDOW S1f5TEM5
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
33 16 8 = 1 13 7 4 26 18 5
� 8900 PVC
SLIDING GLASS
❑ I ❑ DOOR-IMPACT
❑�
El
❑ O 0 8 vcv r r
N O F
O O ❑
Y
W m
0 a U)
LL LL O
1 2 9 3 34 19 4 6 30 1 N .N Z W
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SECTION D-D a aLL
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r
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ryry z v No 58201
❑ 9�• •,STATE OF
a 6 �i�lC O R 10 l'
❑ ea❑ 4/3/2016
LUCAS A.TURNER,P.E.
FL PE#59201
1239 JABARA AVE.
1 7 30 33 6 4 19 2 NORTH PORT,FL 34288
PH.941.380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
D TE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 Dwe e: REV.
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
SCALE: SHEET
1:2.63 3 OF 6
PARTS LIST 5 75/7s"�i FRAME CONSTRUCTION
ITEM PART 2 DESCRIPTION VENDOR MATERIALfft15/8„ I- �nn�y� •Vef/4
1 H�042 FRAME,MAIN,SGD MICRON PVC L4ly6y Ip�f1�/moi
2 S-6040 THRESHOLD/FILLER, SGD MICRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM q 4 1900 SW 44TRAVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MICRON PVC 17/8" 0 r} 7/s" 211!16" OCALA,FLOR IDA 34474
5 H-6059 PANEL SIDE RAIL,SGD MICRON PVC ❑mlT�����R❑ I 7/8! WWW.CWS.CC
6 H£033 PANEL INTERLOCK,FIXED MICRON PVC LLJJ LL._II LLJJ L k
7 H-6060 PANEL,INTERLOCK,OPERABLE MICRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H•6061 INTERLOCK,SNAP-ON MICRON PVC
9 H•6D43 ASTRAGAL,SGD, MICRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL t 7!s° FRAME CORNERS
11 P-3342 SEAM SEALER,SM-5504 SCHNEE �I t 7/8^---y 17/8"--{I SCREWED TOGETHER DOOR-IMPACT
12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER
1:10
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SICA/HENKEL 4 7 5 6 VENT CONSTRUCTION
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB N '
15 P-3539 #B X3/4"QUAD PHILIPS,TEK FASTENAL ZINC o 0 O
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116" 3 9/16' 3 9/16" Y
17 P-3752 CAP PLUG.1/2"HOLE M&M NYLON 118^ w m
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC
19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/s" L10
U)
20 P-3792 3/4"KEEPER AMESBURY SS m m 0
21 P�793 MORTISE LOCK HS&D 55L v
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL
23 S-1775 REINFORCEMENT,ALUM.,PANELKEYMARK ALUM PVC PNC INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w w O cc
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1.10 a a-
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM r v
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM11/16' r o o N
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 112 2" 21/16' 0 o
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a 8 25 t 5�"� 9 m ¢ z
30 3-6037 GLAZING BEAD 1.00',SGD MIKRON PVC 6
31 5041 TRACK,SCREEN,SGD MICRON PVC 3 213x16" .�`��,t10REb1f����ii
32 S-6046 SUPPORTWELD,SGD MICRON PVC 33116^ 1/16" 31116" 2518' `Q�P�GENS•TGQ
33 GLASS SEESHEET2 1/s J
1/76
34 H-6044 SCREEN CHANNEL MIKRON PVC
�p No 58201•••:1�
y 1/16"
35 56045 SCREEENADAPTOR MICRON PVC
36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB ILJI ro
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM L '9 STATE OF :w--
38 P 4366 WSTP.,1"X7.1'XO.7-DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 ��Op'•,A' OR
39 P-3302 WSTP., ,,0�SS ;G,`
ULTRAFAB 3 /ONA-SOBACK FIN 2t1n
40 P-4479 WEEP HOLE SULLIVAN PVC /a � ig � `
3 3
3 3/a• 13/e• 2 4/3/2015
ee�e r-'x5/8" 1/2'-•-{ 35 13/18' ———
�I I
1116*
1 3/4^
9 8 3/a 1/16" ROLLER TRACK-1930 1/,s" ___ LUCASFL PE#58 01 P.E.
PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764
1239 JABARA AVE.
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
7/a• 21/16 PH.941-380-1574
2 3/78'
SHEET DESCRIPTION:
51/16"�� d� 4318° 11/8" 7/16" I•— 5!a"
72 1 1/e 3 I BOM AND EXTRUSIONS
1 7/2" 34 1 1/4^ 30 '9/16"
1 1/8" 31 B DATE:
L 1/76"' 1'/16" 1/16'
116' FIXED PNL SUPPORT-1722 1116• ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 DWG#: R
PVC SCREEN TRACK-6041
ooCWS-298 B
PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET
1:2 4OF6
B.(TYP)
6"MAX.--{ �.--.{-12 MAX O.C. I rr!T4"(TYP) I WINDOW SYSTEMS
(TYP) I (TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
- - - WWW.CWS.CC
(TYP) 8900 PVC
(Ty ""� SLIDING GLASS
DOOR-IMPACT
� N
1� o L11
I O O C
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W m
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CE11S •.P ii
v f• No 58201
ANCHOR LAYOUT
NOTES:
STATE
1.INSTALL TWO ANCHORS AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. .�T••'o
i�0' ff.4 0 R 1
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALLi��4SfONA;E ���
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. fi
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4�lz2
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION.
FL PE#58201
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288
PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET DESCRIPTwN:
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1-FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ADE 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. p a 0; ..
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 30C(EXTERIOR DOORS). SCALE: SHEET
1.20 5 OF 6
TYPICAL HEAD ANCHORAGE
27116"MINMIN.EDGE DIST. �ll4Yt11(YlU/ •�]()
SEE TABLE 1 114'MAX,SHIM WINDOW SYSTEMS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
www.CWS.Cc
SEE TABLE 1
SUBSTRATE BY OTHERS MIN.EMBEDMENT
.
SEE TABLE 1 ,
8900 PVC
PERIMETER SEALANT ® �1/4"MAX.SHIM SLIDING GLASS
BY INSTALLER DOOR-IMPACT
INSIDE AND OUT2 7/16"MIN.
A N
N C
INTERIOR o 0 0
INSTALLATION ANCHOR
SEE TABLE 1 Y
MIN.EDGE DIST. w m
SEALANT BETWEEN SEE TABLE 1
SILL RISER AND FRAME ca Z
BY INSTALLER LL O
PERIMETER SEALANT BY INSTALLER o >
INSIDE AND OUT N $ Z W
PERIMETER SEALANT
SUBSTRATE BY OTHERS ¢ ¢ O CC
BY INSTALLER SEE TABLE 1 a a
INSIDE AND OUT
DO NOT COVER
WEEP HOLES �B1 HORIZONTAL SECTION w
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE ¢ o cn
SEE TABLE 1 i p
SUBSTRATE BY OTHERS -
SEE TABLE I INSTA
ALLATION ANCHOR m ¢ Z
TWO ANCHORS PER
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. FIXED CLIP PRE-DRILLED HOLES H gyp`�,PNOREK T••i,
HEAD BY INSTALLER MIN. SEE TABLE 1 , ..........
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A VERTICAL SECTION 114"MAX.SHIM :-4 No 58201
6 TYPICAL SILL ANCHORAGE FIXED PANEL :
MIN.EMBEDMENT *;
SEE TABLE 1 -
90� STATE OF :�4U
TABLE 1:APPROVED INSTALLATION FASTENERS FI EX D PANEL �
• S
SUBSTRATE EDGE DIST.TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12 SEE TABLE 1 •••ir,+ONA11 ���`
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" y rl
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" F f-f
HOLLOW OR GROUT FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" 17X8° 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITN/TAPCON 1-3/8" 1" FL PE 1158201
2X MIN.SOUTHERN PINE(G=0.55) 810 WOOD SCREW 1-318" 1" 1239 JABARA AVE.
16 GAUGE(0.060")MIN.STEEL STUD 810-16 HILTI KW It-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288
(33 KSI YIELD MUM TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST PH.941-360-1574
BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/6'ALUM.(6063-T5 MIN.)OR 810 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 FROM ANY MAIN FRAME GENERAL NOTES AND
FIXED PANEL CLIP ANCHORS INTO: ANCHOR, ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION LE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR I TYP)
HORIZONTAL SECTION ADE 06/03/08
FIXED gANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGEWer: REV.;
CONCRETE(2.65 KSI MIN.)OR 3116"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B
HOLLOW OR GROUT-FILLED CMU(ASTM C-90
• scA CE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67
6 OF 6
8/25/2017 Florida Building Code Online
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$ Product Approval
USER:Pumic User
Peoduct ADDrord Menu>Prod=or ADDii®tion Search>Aonfi®tion List>ApplkaUDn Detail
�'•� �L"�? s FL.# FL11103-R2
Application Type Revision
Cade Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Erin"Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, F.L.34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered"Architect or a Licensed.Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance-Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Li Validation Cheddist-Hardcopy Received
Certificate of Independence FL11103 R2 COI EvalReo CWS-2988(SGD-8900,IMP).Qdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1996-02 2002
TAS 201/202/203 1994
https://www.goridabuilding.org/pripr-pppAMPmFimWAkdS3N3YoirjggA°�3d%3d 1/2
8/25/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 64/25/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLiliO3 R2 II CWS-2986(SGD-8900; tMP).r)df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile, DP= +/-60 psf, Max. panel size 4'x 8'. 811103 R2 AE DuPont SGP NOA 11-0624 02.odf
Contig.include OXXO,OXO,OX,XO.Glass complies to ASTM FL11103 R2 AE EyalReD CWS-298B(SGD-8900.IMPI.)df
E1300-04. FL11103 R2 AE Ouanex(Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
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Contact Us::7601 Blair Stone Road.Tallahassee FI 32399 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Primo Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publip-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 85D.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,
please dick berg_
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