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PRODUCT APPROVAL NUMBER:
Fl. #11103.1
OPENING IDENTIFICATIONS :
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•012 Ila FL# FL11103-R2 l
Application Type Revision
Code Version 2014 BY.
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 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 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
s 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
Validation Checklist- Hardcopy Received
Certificate of Independence FL11103 R2 COI EvalRep CWS-298B (SGD-8900. IMP).Ddf
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
Equivalence of Product Standards
https:/twww.floridabuilding.org/pr/pr ppp_OU.aspx?param=wGEVXQwtDgttaGsip3GvutOCRBKBPqp/o2fDPvnFimWAkdS3N3YofrjggA%3d%3d 1/2
8/22/2016 Florida Building Code Online
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 04/25/2015
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 FL11103 R2 II CWS-298B (SGD-8900. IMP).Ddf
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 FL11103 R2 AE DuPont SGP NOA 11-0624 02.pdf
8'. Config. include OXXO, OXO, OX, XO. Glass complies to FL11103 R2 AE EvalRep CWS-298B (SGD-8900. IMP).Ddf
ASTM E1300-04. FL11103 R2 AE Quanex (Mikron) NOA 12-1017 02.1)df
Created by Independent Third Party: Yes
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Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy 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 public-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 850.487.1395. "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 click here.
Product Approval Accepts:
o
Credit Cavi
Safe
https://www.floridabuilding.org/pr/pr appAtl.aspx?param=wGEVXQwtD gttaGslp3GvutOC R BKBPq%2fD PvnF i m WAkdS3N 3Yofrj qgA%3d%3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 298B
April 18, 2015
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel
size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5'" Edition(2014)Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3506-1 and 4A, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AANiA/WDMA/CSA
101/I.S.2/A440-2005, and ASTM E 1886/1996 2002
4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298B.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2" panel sizes (96"max. door height), with glass
types and max. glass daylight sizes as shown in CWS-298B
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont SentryGlas (SGP) Interlayer per Miami-Dade NOA#11-0624.021
is Requires Quanex (Mikron) white rigid PVC extrusions per NOA#12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs
and find that they comply with the requirements of the 5`" Ed. (2014) Florida Building Code
for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product. ������+��still
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No 58201 ' ?3
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cr: Lucas A. Turner, P.E.
0 : STATE of 4u
- FL PE#58201
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leftistw2015-04-2012:28-04:00
GENERAL NOTES: ®
SLID 1 N G GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS///III
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND
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
191 1/8"
www.cws.cc
48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
MAX
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
GLASS 1 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS BOOR_IMPACT
96' __DLO __ _ _1 TABLES ASTM E-1300-04.
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. 1-am
HEIGHT
LLJ
O X X O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
931/2" 863/8• N Q
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y
HEIGHT a p CALCULATIONS. W }�
B
1 8 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT (n
Ll C REQUIRED. 0
6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY • T
A WELDED. N O >
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6 8.SERIES/MODEL DESIGNATION:SGD-8900. a oa
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96" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: < aw
14513116 MAX UNIT WIDTH X-OPERABLE SASH,O--FIXED SASH. o a w
MAX UNIT WIDTH48 7/8" CL O
a6 7/8• MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
MAX PANEL WIDTH m Q Z
PANEL WIDTH 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS.
�p��'NORE W��'4,
41 314" 41 3/a" �. P ...... TG.,
GDLOS 96" GDLOS JJOp`',.��G E N$�•;'Qycn
96• [GLASS
_ MAX No 58201
MAX UNIT Lucas A.
UNIT HEIGHT HEIGHT Tumor *'
91/2• 3/8.0 X O 9311(/2" E 2015-04-20 "9•: STATE OF
MAXD D 93
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PANEL DLO PANEL ��iFs
HEIGHT HEIGHT 86 318"
E> GLASS
DLO
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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 OF CONTENTS MAX. PANEL DESIGN PRESSURE DRAWN BY: DATE:CONFIG. MAX. UNIT SIZE SIZE IMPACT RATING
GENERAL NOTES&ELEVATIONS.....................1
ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT
SECTION VIEWS OXO&XO................................3 DWG is REV.:
EXTRUSIONS&B.O.M.........................................4 48-7/8"x 93-1/2" LARGE MISSILE IMPACT CWS-298 B
ANCHOR SCHEDULE&NOTES............................5 OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SCS' SHEET
INSTALLATION DETAILS.....................................6 1:33.33
1 OF 6
a&v0mj0
WINDOW SYSTEMS
5 18 6 4 7 3 1 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
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❑ F� SLIDING GLASS
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SECTION C-C LUCAS A.TURNER,P.E.
30 rIL y J 1
FIXED PANEL ATTACHMENT FL PE#582011239 JABARA AVE.
f� 3 NORTH PORT,FL 34288
PH.941-380-1574
3 14—? ip INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION:
WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
b L 14
AND GLAZING DETAIL
31
DRAWN BY: DATE:
1 ADE 06/03/08
DWG#;. REV.:
3 15
1:1.33 CWS-298 B
SCALE: SHEET
1:2.63 2 OF 6
fflWIC N9S® MS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
33 16 8 0 1 3 13 7 4 6 18 5
- 8900 PVC
SLIDING GLASS
❑ 0 DOOR-IMPACT
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LUCAS A.TURNER,P.E.
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1239 JABARA AVE.
i 1 0 6 4 19 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG Y: REV.:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
SCALE: SHEET
1:2.63 3 OF 6
PARTS LIST 51516" -{ FRAME CONSTRUCTION (///q�J�/ //J) '��/�d/���
ITEM PART NO.DESCRIPTION VENDOR MATERIAL 1 5/8. �yU(ly1LCYl o(j/�`�/
1 H-6042 FRAME,MAIN,SGD MIKRON PVC I��/I
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM O 4 1900 SW 44TH AVE.
1 7/8" 211/16" OCALA,FLORIDA 34474
4 H-6059 PANEL TOP/BOTTOM RAIL SGD MIKRON PVC q 1/g•
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC nad( (��❑�� 1/g" WWW.CWS.CC
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC L �—JLJu 0 L
7 H 6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 89W PVC
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC-
9 H-6043 ASTRAGAL SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7/8"---y 1 7/8"--{ 1 7/g SCREWED TOGETHER DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1:10
12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER
13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION v
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 ` o F
15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC o o O
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9/16" Y
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/8^ w Ca-
STEEL
18 P-3767 #10 X1"HEX WASHER HEAD,TEK FASTENAL DNC
19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY 1/g" z
nn n U Z
20 P-3792 3/4"KEEPER AMESBURY SS JJ 1/8" m p
21 P-3793 MORTISE LOCK HS&D SS JJ + o D
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL N Z w
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED Q ¢ O
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 w a ,
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM ° p o-
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM W U
26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM 11/16" I� o o co
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/Y 2" 21/16" a
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 yg•� y
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM e 5 m ¢ Z
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 6
3
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16' ,��� pNOREW
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' 1/16" 31/16" 25/8' 115/16' X41 pG:'�GENS'•. Q
33 GLASS(SEE SHEET 2) 1/16" •.Y�
34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8" 1/16" 1/8' No 58201 :1�
35 S-6045 SCREEEN ADAPTOR MIKRON PVC
36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB D9 a
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM Z L13 . STATE OF :��
38 P-4366 WSTP.,1"X 7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 !,*% t ��
40 P 4479 WEEP HOLE COVER BACK FIN SULLIVAN PVC AB 211/16"--{ P 1/e' 3/4" 2• �,�,oQONA�NG�,``
37
3 3/8" +- 5/8" 1/2• 5 1 3/8' 13/16' — — — 4/3/2015
����� 1— 1/16' � 13/4'
9 8 3/,� 1/16" L ROLLER TRACK-1930 L 1/16'
LUCASFL PE#58201 R,P.E.
PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 JJ�� 1239 JABARA AVE.
PVC WELD SUPPORT-6046 NORTH PORT,-1 34288
7/8' 21/16"-
51/16"
1/16. PH.941-380-1574
2 3/16' SHEET DESCRIPTION:
5 1/16"�� DO 4 3/8" � 1/8" 7/16' � 5/8"
3a 2 1 1/6 3 30 BOM AND EXTRUSIONS
1 1r2^ 1 1/4" 9/16"
DRAWN BY: DATE:
1/16" 1/16 1/16' PVC SCREEN TRACK ADE 06/03/08
1/6" PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 -6041 DWG*: REV.:
ooG�ooCWS-298 B
PVC ASTRAGAL-6043 REINF.-1726 �
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 scA : SHEET
1:2 40F6
L S.(TYP) 29�mffl
6•MAX. 12 MAXO.C. q•(TYp)
(TYP) (TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
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5900 PVC
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(TYP) SLIDING GLASS
DOOR-IMPACT
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ANCHOR LAYOUT -
NOTES: a
'9 STATE OF :4 +
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��iOn
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 SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. f 11
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
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 DESCRIPTION:
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X 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. DWG#: REV.:
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),FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS). SCALE: SHEET
120 5OF6
TYPICAL HEAD ANCHORAGE
2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX SHIM 29�mw
SEE TABLE 1
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
I ID 8900 PVC
PERIMETER SEALANT O 1/4"MAX SHIM SLIDING GLASS
BYINSTALLER ❑ DOOR-IMPACT
INSIDE AND OUT 2 7/16"MIN.
IA N
1� O W
INTERIOR
o
~
INSTALLATION ANCHOR o �
SEE TABLE 1 Y
MIN.EDGE DIST. W m
SEE TABLE 1
SEALANT BETWEEN (o
SILL RISER AND FRAME v O Z
Q BYINSTALLER O_
P A9p PERIMETER SEALANT BYINSTALLER d
INSIDE AND OUT R N Z W
PERIMETER SEALANT �� 0 ❑� SUBSTRATE BY OTHERS ¢ w _O cr
BYINSTALLER SEE TABLE 1 a a
INSIDE AND OUT � p ❑ o_
DO NOT COVER ! 8 HORIZONTAL SECTION F w U
WEEP HOLESEMBEDMENT 6 TYPICAL JAMB ANCHORAGE o ❑ w
SEE TABLE 1 a j O
SUBSTRATE BY OTHERS
SEE TABLE 1 INSTALLATION ANCHOR m Q O
SEE TABLE 1 Z
TWO ANCHORS PER ,� ',111111611"RE ��
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. FIXED CLIP THROUGH s' as
HEAD BY INSTALLER MIN. SEE TABLE 1 PRE-DRILLED HOLES ���PN,...
�� p•. �CEN3'• QY��
A VERTICAL SECTION 1/4'MAX.SHIM �`JV; �' F•••,�''
6 TYPICAL SILL ANCHORAGE FIXED PANEL �: No 58201 L
MIN.EMBEDMENT
SEE TABLE 1 Z.n: ;¢
STATE OF :W=
TABLE 1:APPROVED INSTALLATION FASTENERS ',�c�`S;•..........O R 1 P G?,
FIXED PANEL 0,✓'N
SUBST DIST. 12" EDGE DIST. p�� �tJ����
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" 0//'
SEE TABLE 1 i��++1NyAt11s���
3/16"ELCO ULTRACON 1-3/4" ❑ r
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3' 17 7/9" 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX O.C. LUCAS A.TURNER,P.E.
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 1" FL PE#58201
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1' 1239 JABARA AVE.
16 GAUGE 0.060')MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,- 34288
( 7/16" CLIP ANCHORS MUST PH.941-380-11574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8'ALUM.(6063-T5 MIN.)OR #10 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 DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) I ANCHOR(TYP) ADE 06/03/08
FOLD PANEL CLIP ANCHORS INTO: \HORIZONTAL SECTION
FIXED PANEL CUP DETAIL 6 FIXED PANEL ANCHORAGE DWG s: REV.:
CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) I i SCALE: 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