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Product Approval Menu>Product or Application Search>Application List>Application Detail
a FL# FL6890-R6
Application Type
Code Version 2017
Application Status Approved
Comments
Archived VIS,
Product Manufacturer Custom Window Systems nc.
Address/Phone/Email 1900 e
Ocala, FL 34474 =EIVED
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)j§2--6922 Ext 221
nteverde@ s.cc
Category Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
1 ( 1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
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 FL6890 R6 COI EvalReport161D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Pending FBC Approval lb/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: 8400 Vinyl Casement, Large Missile,DP = +/- 67.5 psf, FL6890 R6 AE EvalReport161D.pdf
Max. size 37"x 72". Outer lite in I.G.to be fully tempered Created by Independent Third Party: Yes
when used 30 ft. above grade in HVHZ. Glass complies with
ASTM E1300-04.
8aek hlext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CoojZyjj9ht 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 dick hem.
Product Approval Accepts:
FOR HE E
........................
Gredlt.Car«
..._.......................
CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: an(� m.
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 1llNJNJ((LLIIlU�!/M/ MS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
381/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
MAX.OVERALL 381!4" — AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW•CWS.CC
FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
37" 37"
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2 8400 PVC
35" )
MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
RIGHT, IMPACT
----------
A 4.DESIGN PRESSURES:
— ——— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z � ¢z
GLASS TABLES ASTM E-1300-04e01/09. p w 0 Q w p p
I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z Ir r i t
731/4' / _ INFILTRATION TEST PRESSURE.AND GLASS TABLES w z O 3
OVERALL ASTM E-1300-0401/09. U.z z=�a�w p O
O OF-O =H=
FLANGE
i / 64 1/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p Z-w?z F j co
MAx. I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION z O(D::,ujbo-
OVERGAEL B I I I B ANCHOR WIND
LOAD DURA7ION FACTOR Cd=1.6 WAS USED FOR WOOD ¢-w0 w H Oz
HEIGHT I \ I F ���}7�S Qcd
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w Ow O W co o w m w
I NOT REQUIRED, a z N CL �p y
72" I63. X I I O W�O D.= !YA
UNIT I I GLASS I MAX. ` I �1 S 7.ALL FRAMES AND VENTS FULLY WELDED. a n� z a
HEIGHT I I DLO UNIT I DLO
HEIGHT / I 8.SERIES/MODEL DESIGNATION CA-a400. jV%� t4REIte
of k T4,++
B 9.THE DESIGNATION XSTANDS FOR THE FOLLOWING: ��04�"tittEN'?".' o'
6 s1 I X=OPERABLE SASH +?MAX � Na 58201
AS ` C. HEIGHT / I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �`J
S71f •*
HEIGHT I 6 HEIGHT i LOCATION. :'At STATE 4R ,ta:
s I yyQti010114116 Ilk
+
———————
A
30 1/2• LucasTurne
6 GLASS DLO ZZ
GLASS 2" RIGHT RIGHT HINGED-SHOWN r 9/22/2017
LEFT HINGED-OPPOSITE
LEFT HINGED-SHOWN -09-22 LUCAS A.TURNER,P.E.
RIGHT HINGED-OPPOSITE 11:51-04:00 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
/
GENERAL NOTES..ELEVATIONS.......1 NON-HVHZ 37"X 63" + 65 PSF DRAW ADE 05/05/07Y: DAT
GLAZING DETAILS.................................2 HVHZ +/-67.5 PSF
SECTION VIEWS....................................3 LARGE MISSILE IMPACT DWG : RE
EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/_65 PSF cws-1sD
1
ANCHOR SCHEDULE&NOTES............5 37u X 7Z�r
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE: SHEET
1:15 1 OF 6
e
wnboow srsr>FMs
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8400 PVC
CASEMENT
IMPACT
a z 3 ¢Zo
7/8"OVERALL 7/8"OVERALL I- p W 0 �W p
1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W Z O Z D'-Z t
O am�Z�.OM�m
7/16"AIRSPACE 7116"AIRSPACE LL 2 2 2 Q~W p O
5116"LAMINATED GLASS 5/16'LAMINATED GLASS O O�O Z F N a
1/8"ANNEALED 118"HEAT STRENGTHENED Z O p lA Z�O(f)(9 c-
Q ��LLMOp""Z
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER <�O WFHO-
Z cd
QUANEXOURASEAL 1/8"ANNEALED 1/8"HET STRENGTHENED �Fp WgO � WUIG SPACER
IG SPACER W V1 W p�to F-
s
SIKAFLEX 552 OR SIKAFLEX 552 OR Of =a D_p to
3 PURFECT GLAZE"H" 29 PURFECT GLAZE"H" a w~a ir
a
46 GLASS BITE 46 1/2'GLASS BITE �-.%%gaORErrprrli
IF-
13 13 ti�,OPS+ E sF
0
No 58201
1 STATE OF
6 6 ��yot`QFC O R%0 P•�\����
elo..A1
GLASS TYPE A GLASS TYPE B
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS
RAWNBY: DATE'
MAX UNff SIZE MAX POS. DP GLASS TYPE ADE 05105!07
DWG p: RE .:
37"x 63" +67.5 A CWS-161 D
37"x 72" +67.5 B SCALE: SHEET
1:1 20-6
3 3 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
WWW.CW S.CC
29 2 11 50 49 48
o ® ® 8400 PVC
CASEMENT
DD
1s B 3z IMPACT
as 1a
1 16
41 46 0 H Wwo QuOp❑
0 ZO?}0�3m
18 Z i—w dF-�22
51 4 31 8 51 5 12 O OF-OLj =PR
5147 9 18 3 U Uu)F-Z PwG.
q SECTION VIEW B-B < O Z U vj Z?V y
F—LL�00LL
5 23 X 2Q}OF-F—F:z
`ma�y w Z0~��W�W
co
0 WF-0 cl� W�W�
a a a
REW
INTERIOR '���UQ4'.�G
++.fir:f Na 58201
io.s0: STAT10
S OF .iuw
5 D
43
13 C= /
51 (�
24 a 7 ® 36
49 0� 9/22/2017
5 c= LUCAS A.TURNER,P.E.
01
2 -- o #
123939 JABARA RA AVE.A
NORTH PORT,FL 34288
46 39 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME
DRAW BY: ATE'
ADE 05105/07
DWGT.-REV.'
ITEMS NOT SHOWN FOR CLARITY: CWS-161 D
14,16-17,19-20.25,27,32.34.37-38,42.44-45.50 SCALE: SHEET
1:2 30F6
PARTS LIST 3118- FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER cowoffug
1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION VANDOW sysums
2 H-60308 FR.,CASE.,MAIN,SILL MIKRON Pv?T- 1900 SW 44TH AVE.
3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 7132!'- OCALA,FLORIDA 34474
--ffv—c T__��
4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON $ 5 WWW.CWS.CC
4
C=c:, 2.
5 H-6030A FR.,CASE.,W/FIN MIKRON PVC , 321132" 2713
6 H-6008 SASH,CASE.,TOP RAIL MIKRON Pvc [ f 8400 PVC
7 H-6008 SASH,CASE.,BOT.RAIL MIKRON Pvc 1/16" CASEMENT
8 H-6008—SACASE.,—CASE.,SIDE RAIL,HINGE MIKRON PVC IT, PVC GLAZING BEAD CORNER WELD
9 H-60DB SASH,CASE.,SIDE RAIL,LOCK MIKRON ---pvc— S-6064 (ALL SIDES) IMPACT
--C- IN—R ---T[Um
10 1 H-1592 SORE AIL,SIDE/BTM KEYMARK --gL—um PVC FLANGE FRAME
11 H-1593 'SCREEN RAIL, OP SIDE KEYMARK z 3. <Z�:
H-6030B 00,
12 GLASS SEES EET 2 aLuo Qujo Uj
13 "028 SET.BILK.,85 DUR.,1/81'X7/8X2'LG. FRANK LOWE RUBBER Zw Wz-d 07_ Q:L 3i I=
14 P-3029 SCREEN LIFT-OUT SUMMIT 211132" 0 7t U)3�,>-0 Ir 3:co
21132- U. Q
15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBERER z za:�; �woo
6 a OI,--O(j =I.-m
16 P-3195 SCREEN SPRING,NO HOLE TENSION u,"4 9 4L--@ 0 0 0)1--z a.�-U)a-
T 1/16" 1116-j - 0 z-W-Z (n
17 P-3197 SCREEN CORNER KEY M&M NYLON 8 z oo=,
18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME —AMESBURY RUBBER 2114" -z()V)zo,o
9 COIL,.062 X.656 COIL,.05 X.437 �w o.0 Z-
19 P-3228 SCREEN SPLINE, .155 DIA,B DPA ile, P-4491 P-4050
20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL !RU—SEAL Id- 0
LIJ 0
L Howu)Lu
21 SCHNEE SILICONE U)w �m 1--
P-3342 SEAM SEALER,SM-5504 PVC SASH z 2 0. 0-U)
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB �j 1,-0 x:
H-6008 0 w w
23 PURFECT GLAZE"Fr,SIKAFLEX552 HENKEL,SIKA Ix III
24 P-3539 98 X 3/4"QUAD PH TEK,ZINC,SCREW
25 P-3581 SCREEN CLOTH,18 X 15 FIBERGLASS PHIFER 17132"-
I yt% giDREW
17'3 ro
7
FRAME AND
SASH T RNER
CONST UCTION
E8
9
0
1 1
1 2
13
14
15
1 6 T
�r'J
ll,
26 P-3587 98 X 1"PH FH TEK 2,SS,SCREW FASTENAL ss
27 P-3613 CW—SLBL.(LOGO) 4$'
1 �12 58201 11;
28 P-3685 CS 8400 GOLD CERT.LABEL,NFRC TAB 1116" 1/16,
29 P-3752 CAP PLUG,1/2"HOLE M&M --NYLON L
30 P3881 TEMPORARY LBL.(NFRC/DP)
31 P-3940 SNUBBER,SS,PVC :gtz
SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE STATE OF �,fu 32 P4003 TIE BAR GUIDE,ROTO.HDWE. ROTO ss H-1592 H-1593
33 P-4004 #8-32 X I12'PH PH,MS.SS(ROTO HDWE.LOCK) FASTENAL ss
-9-- P4005 SUPPORT PLATE,LOCK,SS,ROTO HOWE. (Use w/P409)— ROTO SS
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO ss 3 1/8" 3/4'
36 P4007 ROTO.OPERATORS'FO LEFTIRIGHT OPEN CASEMENT) ROTO Ss L-j I _ _ * -
�i_� _ 116"
TRACK&SLIDER M., llE6 ]=J: 30132"
37 AS OTO OPER.,ROTO HDWE.,(13 ROTO
38 P4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS
4.�mm) ROTO NYLON SASH REINF. 9/2212017
39 T-4012 SHIM,ROTO OPERATOR,ROTO HOW' S-1505
40 P-4014 HANDLE,STD, ROTO OPER,ROF.—H—&E ,WHITE) ROTO ZINC
41 P-4016 HINGES(LEFTIRIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO, ss LUCAS A.TURNER,P.E.
FL PE#58201
42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO ss 41/2" c= 1116* 1239 jABARA AVE-
43 P-4021 #8-32 x 3/4"Quad FH Wt 1/16"Lead,MS,SS,ROTO OP.,ROTC FASTENAL ss If"Mil NORTH PORT,FL 34288
44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP 1;2"- PH.941-380-1574
45 P-4031-P4040 'TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY CA HGT,) ROTO ss 712-17— SHEET DESCRIPTION:
46 P4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM r-1 BOM AND EXTRUSIONS
M&M NYLON
47 P-4043 STRIKE,MULTIPOINT
48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL ss SCREW SUPPORT
BY
-T9------P--2PT9-1 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL TEPVC FIN FRAME P-3113 DRA 4
—UM H-6030A ADDA
E 05105107
50 P4641 1#8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS DWGW.—
51 S-1505 IREINF.CASE.SASH KEYMARK CWS-161
52 S-6064 jGLZ-BID.,718" MIKRON PVC
SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
W MAX.O.C.(TYP.)
12 1/2'MAX D.C.(TYP-) SEE NOTE 2 4-MAX.(TYP.) SEE NOTE 2 VANDOW SYSTE14S
6 MAX,(TYP.)
4 MAX.(TYP.) 8-MAX.O.C.(TYP-) 1900 SW 44TH AVE.
6"MAX.(TYP.)- 1/2-MAX.O.C.(TY OCALA,FLORIDA 34474
F17. 4"MAX.(TYP-) SEE NOTE 2
6-MAX.(TYP.) P.) $EE NOTE 2 IV MAX.(TY WWW.CWSCC
5'MAX.(TYP.)-
a. -- 0 8400 PVC
MAX O.C. 7 CASEMENT
(TyP-)
10, 8. 1— IMPACT
MAX.D.C. MAX.O.C.
(ryp.) (TYP-)
I-- 13LLIO �Luoc;
14 3/4"
x UZI 1-0111 wLgtw--
MAX O.C. 0 ;;z 0->-0 w 3;m
MAX.
, , �
X I INSTALLATION z ZT2 wwoo
�7i 1--- 0 0 0 Ls<m I.-
ANCHOR(TYP.) o o j.- a-I--o 8.
0 z =0) 9 1-8
INSTALLATION z Ozooz'o,,-o
INSTALLATION ANCHOR(TYP.) < r§O-�Nmoz
ANCHOR(TYP*) 11 Li 0: om§0 cr)
0 0 w co a Lu 05 w
LU (h
L \j z (L
LL
0 Lu 0 CL M FIR
0
It � 0: UJ�:,.6"THRU FRAME ANCHOR V'THRU FRAME ANCHOR mi a. x cL
HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.)
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT- GE) 00,NDREW
3,
FOR UNITS UP 7037"X72" FOR UNITS up 7037"x63' ANCHOR LAYOUT-(FIN) ANCHLAYOUT-(FIN)
,V
FOR UNITS UP TO 37" 72' FOR UNITORS UP TO 37"x 63' 0-F'� E
a.'SI,
j, N6 58201
100141*1
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. A--7-
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2212017
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 LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1.SHEET 6. 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 SUCKS.IF USED,INTO SUBSTRATE.
SHEET oESCRIa7aN:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL, OR 7N-BV:—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 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. UrVG—4. -RE-9--
r-WS-161 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMAIAAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAfWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6
MIN.EMBEDMENT �Sm9Lks(YtS/�Ull(1"{//��-.J/
SEE TABLE 1 SUBSTRATE WIINDOW SYSTEMS L�sr-1
TYPICAL HEAD ANCHORAGE BY OTHERS
INTERIOR 114'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST., SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE t BY OTHERS FLORIDA 34474
MIN.EDGE DIST. SEE TABLE t WWW.CWS.CC
SEE TABLE 1 114'MAX.SHIM WWW.
SUBSTRATE BY OTHERS _-] BLE1DIST. A PVC SEE TABLE 1 (_( SEE TAS40O!`VV
MIN.EMBEDMENT
PERIMETER SEALANT-- --.,.. SEE TABLE 1 INSTALLATION ANCHOR (uE
BY INSTALLER SEE TABLE 1 MIN.EMBEDMENT IMPACT
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND ,_
FLANGE BY INSTALLER Q 114"MAX,SHIM Z O
PERIMETER SEALANT ~ O w O d a
SY INSTALLER w
(J W Z O Z w--t
PERIMETER SEALANT INSIDE AND OUT 0 Q y�}O It i'm
BY INSTALLER u. t-w Z I-3 ZEx
INSIDE AND OUT INSTALLATION ANCHOR Z Z m5 a W O O
- SEE TABLE 1 0 O F-O d 2 I-w
V
SEALANT BEHIND 0 0 r Z D-I-N R
FLANGE BY INSTALLER SEALANT BEHIND a z- -Z F 0 U)
FIN BY INSTALLER Z O(9=0 --�0—
{NTERIOR g HORIZONTAL SECTION C HORIZONTAL SECTION _ } h LLO W O OS p Z
INSTALLATION ANCHOR D 6ETYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE d } U~Z ui
SEE TABLE 1 - HEAD AND SILL SIMILAR FOR FIN INSTALLATION
Qa z CL 02050)
NOTE:ADDITIONAL THRU-FRAME ANCHORS O w O n_
(AS SHOWN IN DET.B16)REO'D AT THE HINGEr a w a ul
SIDCL E JAMB,SEE SHEET 5 ANCHOR LAYOUT,
��1tiFCtt�Q+
OREW p'%
C= IM"MAX.SHIM ♦t�",.y�C.EN$ ''Q"'fi
SEALANT BEHIND
FLANGE BY INSTALLER\ Q f—1 No 582001 �P
PERIMETER SEALANT MIN.EMBEDMENT '"�' ..jr-
BY INSTALLER SEE TABLE 1 4 STATE GF i 4u
INSIDE AND OUT
SUBSTRATE BY OTHERS 10
SEE TABLE 1 I —MIN.EDGE DIST. QL
SEALANT UNDER SCREWSEE TABLE 1
HEAD BY INSTALLER A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE may/
91221220-117
TABLE 1:APPROVED INSTALLATION FASTENERS D LUCAS-A,TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE
ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE 2.0 KSI MIN. 3116"ITW TAPCON 1-112" 1-118" 1239 JABARA AVE.
( } PERIMETER SEALANT--- NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER PH.941-380-1574
INSIDE AND OUT
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" t" D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-112" 6 BOX FRAME INSTALLATION
3116"INV TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1.318 7t8
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1�l8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, R N DA E'
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR TRN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"
-MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG R ..
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE CWS-161 D
i/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125"
-PRODUCT ANCHORAGE i5 IN ACCORDANCE WITH REQUIREMENTS AS scale: SHEET
FN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-112 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6
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