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1111111111 Product Ancroval Menu>Product or Aoolicatiun Search>Application L151>Application Detail
77 �7777'
FL# FL11103-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archlved
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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
jiathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assembiies
Compliance Method Evaluation Report from a Florida Registered Architect or it Licensed
- Florida Professional Engineer
10 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
25 Validation Checklist-Hardcopy Received
Certificate of Independence &11103 R2 COI Eyg!13gp
Referenced Standard and Year(of Standard) siandard 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
Certified By
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 6/24/2015
Florida Building Code Online Page 2 of 2
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 SSD-6900 PVC Sliding Glass Door, SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 1103 R2 I[ CY1+S 2988(SC p 8900 IMPI 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 Eaafuation Reports
Other:Large Missile,DP=+/-60 psf,Max.panel size 41 x F,1,11I03 R2 AE DuPont SGP NOA 11-2624 02 Ddf
8'.Config.include OXXO,OXO,OX,XO.Glass Complies to FL11103 R2 AE EvalRep CWS-2988(SGD-89Q6,IMP).Dsff
ASTM E130D-04. FL11103 R2 AE Quanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
hack Next
Qatp,'S.1lS: ^d9ADN4ygh IL „�$ggn,,7.011�'b'Ls"s a4.�.1'6 Phopp;85b41i7-1824
The State of Florida is an AA(EEO emptayer.CCopynU 2007-2613 State of Florida.::Pr(y�nt::4=sSibility Statement:.Rdtind Statement
Under Florida law,email addressees are public records.If you do not want your e-mail address released In response to a pubtic-records request,do not sand
electronic mad to this amity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto
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 Ir
they have one.The emalls provided may be used for oMdal 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 rxensee under
Chapter 455,F.S.,please click here.
product Apprnual Accept=
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgttaGslp3 GvutO... 6/24/2015
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"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 5t"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-1A,from National Certified Testing Laboratories,
Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA
101/I.S.2/A440-2005,and ASTM E 1886/1996 2002
4) Supplemental Cales. 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
• Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.021
t 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`h 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.
DREW !airy
No 58201 ®�
4/18/2015
iz E- Lucas A.Turner,P.E.
'A 10'; srA' F: .� FL PE#58201
e
Lucas A. Turner
2015-04-2012:28-04:00
................. ._.................-- ............
o p An/� GENERAL NOTES:
SLIDING GLASS DOOR - I I VI AQT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
WIN uY5RERa
COMPLY WITH THE FLORIDA BUILDING CODE(IBC).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
i —_._.................. 191 Val WWW.CWS.CC
MAX LWT'Wol'H
_
49 M- 2.GLAZING DETAIL:(SEE SHEET 2)
MAX A"
WIDTH c
PANEL '�
_ -•—� 3.APPROVED CONFIGURATIONS:'OXXO",'OXO•,7C0","OX'
--- I'F 4.DESIGN PRESSURES: SUDING GLASS
GLASS177 € i,f4 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS �' �
STI DLD € II TABLES ASE-1300.04.
M x - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT i --' j i
INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04. N T—
HE[iHT
'i
I i I E? r I E.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
931/2, B 85 3t8"
4
MAX €I13LA:+3 ii; B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL ` i3 q
PANEDLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
HEIGHT I` ! CALCULATIONS. y
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT
REQUIRED. v ji
___ 7.ALL FRAME ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY c I I °r iT
.
ArA WELDED. N
§ S.SERIES/MODEL DESIGNATION:SGD-6900. �" a
g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
_............------._.......... 1451311W �- MAx uHrr w1oTw x OPERABIP SASH,O-FIXED SASH. �a
AJAXUNITl.'lIDTH
14513ti
48 718" �? 1 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
9 48 ZR'
( ANE VAX IDTH anI
�PANELWIDTH ( i
—,_—E;GT�LASS
ERNAL WEEP SLOT 1/4 x 1 LOCATED 4 ROM 80TH ENDS. RECD413,4'-
41 aw
I � GLASS
OLO
yMAX JNIT82 1
UNTr ( (IHEIGHTTUR18r�H91Gw 14 2015-04-20 ! . NATE a 12 s31?z i I I z
Is:1 x P`Aw LEOX E 12:30-04:00PANEL DL0 - � k
HEIGHTH=_IG}Ir �' s�OAIAG �a+°
iIC
402015
i LUCAS A.TURNER,P.E.
FL PE 0 36201
1230 JA13ARA AVE.
NORTH PORT,FL 34286
PH.Q41-380-1574
HEST
GENERAL NOTES AND
TABLE OF CONTENM MAX. PANEL DESIGN PRESSURE ELEVATIONS
ONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING __...
!Cfir.WN FiY; UA7E:
GENERAL NOTES&ELEVATIONS....__,..,..,..._1 n " ADE 08/D3J0(3
SEC'RONVIEWS OXXO&GLAZING DErAtIL-.2 XO 96 x 96 +/-60 PSF LARGE MISSILE IMPACT
SECTION VIEWS OXO 6 XO_._._. s,.......__.3 ai A —�
I EMUBIONS&E.ouL_.____._._......__..A OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B
ANCHOR SCHEDULE&NOTES........._................5 ,r
INSTALLATION DETAILS.... . ..».___.. ..__H OXXO 191-1/8"x96 +/-60 PSF LARGE MISSILE IMPACT SHEET
13383 IOFB
.................
................................. ....................................
...................
1900 SW 44TH AVE,
=LA,FLORIDA 34474
Www.CWS.Cc
fl 8900 PVC
F❑ SLIDING GLASS
DOOR-IMPACT
o
0 z
SECTION B-13 T Q -
Z
—V OVERALL y W 04
1 I r-
-31145'TEMPERED
.............—318'AIRSPACE
C0
2)�—----
7116'LAMINATED GLASS
4
I --3116"ANNEALED GLASS
..........C L.
.090"SENTRY CLASS IONOPLAST INTERLAYER
g
all 6ANNEALED GLASS
L1 PAIR OF ANCHORS AT EACH CUP.
-3 SEE SHT6 FOR SPACING
3 ".%it
tr-
S-A STATF OF &Ja
%0, ..n k .. .k"
F PURFECrGLAZE"H' .....
SIKAFLEX 552
IL--wAcw�7 Itipwi
Ir7J— f
13116'GLASS BITE xz
-b��,o®
0- 4/$12015
........... .....
SECTION C-C LUCAS A.TURNER,P.E.
4 FIXED PANEL ATTACHMENT FL PE d 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
� 1r
NOTE: PH.941-380-1574
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET SCRWTIONP.
WATER INFILTRATION RESISTANCE IS NOTIRFOUIRED. SECTION VIEWS-OXXO
@ AND GLAZING DETAIL
6
6 ADE 06103108 3
OF
11.33 CWS-298 8 i
SHEET
....................... .............. ................. ............................. ..........................
1:2.63 1 2
OF6]
PARTS LIST --
._..._
t5rt6" (--
ITEM PART NO DESCRIPTION VENDOR MATERIAL - S FRAME CONSTRUCTION
!
1 . FRAME,MAIN,SOD MIKRCN PVC -_....... I t&9" h.... }�•�
2 6-6040 THRESHOLDIFILIER, 5G0 MIKRO PVC WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FIRED,SOD KEYMARKALUM 1300 SW 44TH AVE.
4 H•6059 PANELTOP/BOTTOM RAIL, SOD —MIKRON PVC 170 Q 1/8• 211n6' OCALA,FLORIDA 34474
6 H-6059 PANEL S9)E RAIL, ,FI MIKRON PVC I`3J1(`-1 �II� la❑I [� 7 WWW.CW3.CG
6 H-6033 PANEL,INTERLOCK,FOLD MIKRON PVC �L.1L—,ILJL�I L.J
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF..1993
44
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC PVCs
9 H•6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7/st 7fa"--N t 7/a•� FRAME CORNERS
71 P-3342 SEAM SEALER,Ski-55(4 SCHNEE I SCREWED TOGETHER DOOR'IMPACT
12 P-3039 SET.BLOCK,85 DUR,1167 X718"X2' FRANK LOWE RUBBER 1:10
13 P-3438 SIKAFLEX552OR PURFECTGLAZE` SIKA/HENKEL ��_/� 4 6 VENT CONSTRUCTION `° N
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB -v 5 n a Fw--�
15 P-3539 #8 X 314'QUAD PHILIPS,TEK FASTENAL ZINC
18 1 P-3557 1#10 x 2,HEXHEAD,TEK FASTENAL ZP1C 3 9116"
17 P-3762 CAP PLUG,IlrHOLE M&M NYLON 34/16" 3976"
18 1 P•3787 1#10 X 1`HEX W $HER HEAD,TEKFASTENAL ZINC 118 w m
19 P-3769 LOCK&HANDLE KIT,PVC,SOD AMESBURY STEEL 119"
rr -
�I o
20 P-3792 3/4"KEEPER AMESBURY SS L�
21 P•3793 MORTISE LOCK NS&D SS ,� .4.......... o co
22 FI-4138 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 N z w
23 S-1775 RELJFORCEMENT,ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELDED ¢ O
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 a a a
25 P-4295 FIXED PANEL CIDP KEYMARK ALUM CL
p o
26 S-1597 COVER,FDED PANEL CLIP KEYMARK ALUM ti/tE' a a o
27 S-1930 PANEL TRACK,ALUMINUM,SOD,SILL KEYMARK ALUM
23 S•1726 REdNFORCEMENf,ASTRAGAL,SGD KEYMARK ALUM "� -
29 5-1737 H0.GHR�E SILL,A UMINUM KEYMARK ALUM k 8 rare"
-H '{ - _-m G Z j
30 S-6037 GLAZING BEAD 1.00'•SOD MIKRON PVC _-
31 5.6041 TRACK,SCREEN,SGD MIKRON PVC 3 Bt�9g11/t�8g8t0�0
32 S-6046 SUPPORT WELD,SGD MIKRON PVC ! 218116"
33 GLASS(SEESHEET2 33116" 1176" 3Vis• 2518• 116�1s^ 1116• :`GDSy�0eov.,�G�A_°4�
34 H-W" SCREEN CHANNEL MIKRON PVC ! �-y 118' 7/� g�S" No 58209 .7%fiA
35 5.6045 SCREEEN ADAPTOR MIKRON PVC } I Vis'
36 P-4278 WSTP„0.2"X 1.25"DUST PLUG ULTRAFAB ttJ1 _ 5.g Qs
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM - a t gTATg t7F t dt1 a`
39 P 3302 WSTP.,0330"X 0.187"BACK FEhILt�G ULTRAFAB PVC INTERLOCK SN2 P1Y66061 FIXED PNL CLIP-4295 FIXED pNL COVER-7597 REINF.-1775 HIGHRISE•1737 :�+CTa�. t 0 R to.
P.�4t`o
40 P-4479 WEEP HOLE COVER SULLIVAN PVC t--21:a'— 31a" 1 2—' 11°1�&*.... �� %
i7
'®Qo 1 I.._..5fa,• 1�1 t 318" I 13118" —
vts 41312015
314' ttta" ROLLER TRACK-1930 Ills" —_v LUCASTURNER,P.E.
FL PE#58201
PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE.
PVC WELD SUPPORT-6046
NORTH PORT,FL 34258
7!a°
_ z311s 21116" PH.941-380-1574
•
5117 s"DC7 L_.J�J 4316" i ' 7116' . SI{FT`bEBCRIP "N:
1 112` E.1114„ 1
tgr�-
Ej� D 9116" BOM AND EXTRUSIONS
L
�• 1116• Ills" 1 119 1116' 1 p4idWN aV: DATE: I
Ira �_ -.h Ills° ADE 06!03108
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6$40 FIXED PNL SUPPORT-1722
PVC SCREEN TRACK-6041
�� �� PVC GLAZING BEAD-6037 CWS-298 B
PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. fff F. SHEET
— _... 1:2 40FS
............................... ..............
.......................
PVAND
)
6'MAX, agftmm
AR:MAX O.C. (Z W SmEms
(Typ) 1900 SW 44TH AVE
..........-—-—-- OCALA,FLORIDA 34474
WWW.CW&M
(TVP}MAX.
18"MAX.O.C. I ampvc
SLIDING GLASS
(-ryp)
----------- DOOR IMPACT
its N
Lal m
............
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w
O
f3
0
z
No 58201
NOTES:
1.INSTALL TWO ANCHORS AT EACH LOCATION,SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. ALLOWABLE SHIM STACK TO BE 1W, USE SHIMS WHERE SPACE GREATER THAN 1.1 g'IS PRESENT. LOAD BEARING SHIMS SHALL ........
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT AULOWrD. itlogto�
3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE i,SHEET 6. lztz
413/2015
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
PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E.
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 - 105M..........—
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS r—p I
BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL.BE MAINTAINED BETWEEN ALL FASTENERS:Ly FOR MASONRY.1"FOR WOOD AND METAL. 0F"W.'Jt4l3Y:::: NOTES
®ATI::_..
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. AIDE 061031118
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT 13E CRACKED, ouva
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL Or:DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 8
FMA!AAMA IGG(FIN WINDOWS),FMAJAAMA 200(FLANGS WINDOWS),FMAWDMA=(BOX WINDOWS),FMAIAAMANDMA,300(ExTERIOR DOORS). SHEET
1:20 5 OF
8
• e
D
TYPICAL HEAP ANCHORAGE
2-11(i'FAIN.---- — .--- MIN.EDGE DIST. ---714"MAX.SWIM
SEE TABLE 1
WINC3C)Ve+
lNTERBOA MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE t OCALA,FLORIDA 34474 I
WWW.CWS.CO ,
SUBSTRATE BY OTHERS• MIN.EMBEDMENT
......
SEE TABLE t SEE TABLE t �-1 i ._ ..............
.__ .......... ampvc
PERIMETER SEALANT
=1_][E SLIDING GLASS
�...-1/4"MAX.SHIM -..I.
BY INSTALLER
INSIDE AND OUT
27116'MW
I ^ a �
I
INSTALLATION ANCHOR------ INTEAIOR Ii I ._._L.
SEE TABLE t D � -- Mou IN.TEl DIST. I y }
.............SEALANT BETWEEN SEE TABLE 1 r9
BILL RISER AND FRAME
BY INSTALLER v o ..... .
PERIMETER SEALANT BY INSTALLER7 �vT c cri
�
INSIDE AND OUT o a
PERIMETERS£ALANT AIDED
2
SUBSTRATE BY OTHERS G7
BY INSTALLER u�S — [L
INSIDE AND OUT ""_' SEE TABLE 1 a n. a
WEEP HOLES R B HORIZONTAL SECTION Pu +
T COVE
0
MIN.EMBEDMENT TYPICAL JAMB ANCHORAGE a o
SUBSTRATE BY OTHERS---I !? SEE TABLE 1 = o
SEE TABLE t F—INSTALLATION ANCHOR I I m 4 O
SEETABLE t I i Z
TWO ANCHORS PERFIXED 8188[+!
LIP THROUGH
SEALANT UNDERSCREW —27/1c—°^•+------- MIN.EDGE DIST. I PR8•DRELLEDHDLES AaNOR�wh®+6a
HEAD BY INSTALLER SEE TABLE i o0 P,°�REt
�A _VERTICAL SECTION -"j 1!4'MAX.SWIM 4q,.u�f°y °".'�S,
�'`� FIXED PANEL
6 TYPICAL SILL ANCHORAGE I I _
MIN.EMBEDMENT 'III
SEE TABLE 1
Z 33. 6TATE OF F UjX
' TABLE 1:APPROVED INSTALLATION FASTENERS 12"- '; EDGE DIPANEL
SUBSTRATE EDIST. 1B— SEE TA13LEI aes j0ft1A4 i'°`
_...._...—CRE +eratunot[aat
TE(2.0 KSI MIN.} 3/10"ITW TAPCON 1" 3" .....
_......
.�
CON 1-
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPOON17 t" 3' ❑ 41312015 _
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2' MAX. ,0, j / � LUCAS A.TURNER,P.E.
2XMIN.SOUTHERN PINE(G=0.55) 3119,11W TAPCON 1-318° 1' / FL PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-afB" 1" 111 1239 JABARA AVE.
16 GAUGE(0.060•)MW,STEEL STUD 410-16 HLT]KWLK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP j NORTH PORT,FL 34288
(33 KSI YIELD MIN) TEKS SELF-DRILJNG SCREWTHRU 0.060" 7116* CLIP ANCHORS MUST S A PH.941380.1574
BE LOCATED A MINIMUM J g F� p PirprjoN:
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD DISTANCE OFW AWAY
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16* FROM ANY MAIN FRAME GENERAL NOTES AND
ANCHOR,
FIND PANEL CUP ANCHORS INTO: ELEVATIONS
CONCRETE(20 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION L 115RAWN BY: AT
HOLLOW OR GROUT-FILLED CMU 117 PCF MIN,) ANCHOR(TYPJ C HORIZONTAL SECTION i ADE 08/D3/08
FIXED PANEL CUP ANCHOR5INTO; FlXEDPANELSEC ION Dwo4t. "''"""" e0
FIXED PANEL CLIP DETAIL .....6 I
CONCRETE(285 KSI MIN.)OR 3/16'ELCA ULTTiACON 1•]/4" Z-7/Z" CWS-298 8
HOLLOW OR GROUT-FILLED CMU VTM 290)
S(TLE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDh1ENT ANp MIN.EDGE DISTANCE LISTED IN TABLE 1. 1.2.67 SOF 8