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Product Approval Menu>Product or Application Search>AQ lication t>Application Detail
FL# FL6890-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived rJ
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352) 368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
G 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
5-6 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 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Flg/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 when Created by Independent Third Party:Yes
used 30 ft.above grade in HVHZ. Glass complies with ASTM
E1300-04.
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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.::Priva 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:
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CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES:
�6�I�D�"
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
38 114' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
MAX OVERALL 3B 1/4" 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
MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
RIGHT. IMPACT
----------
——— 4.DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ Co? a z
GLASS TABLES ASTM E-1300-04e01/09. z w�0 ¢W CIA
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z W_z F
73 1/4" I / I I I o u—z O-It
?:
\ INFILTRATION TEST PRESSURE,AND GLASS TABLES 0 F w§E z r It _
MAX. TT - ASTM E-1300-04B01/09. Z Z=M¢X w 0 0
OVERALL I I I \ I O O(nOUa=r(L
FLANGE I I 641/4" \ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p z-y z z CO)rn
HEIGHT I I MAX I \ I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION zQ O z U Uj Z O U-
OVERALL B 1 I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD �, ¢-W w O=LLO z
ANCHOR CALCULATIONS. Ir 2 O r~r
HEIGHT I I w 0 D,>n O W m La 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE LL w
NOT REQUIRED. a ?=a x o g co
72• `]C, I 65 1/2, 63" I X ' I 561/2" x . =1.- IL w W
MAX I ,` I GLASS MAX. I GLASS 7.ALL FRAMES AND VENTS FULLY WELDED. a r D- x o
UNIT DLO UNIT I DLO
HEIGHT I I HEIGHT �tul�unu
B I / 9.THE DESIGNATION XI STANDS OR THE FOLLOWING:
rNCgNs<cT���',.
61" I I X=OPERABLE SASH J:" '
6 I I No 58201
MAXO SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SASH I 6 HEIGHT I I pro- :a
HEIGHT \ D I I LOCATION. �O: STATE OF ;�cv�
I ` I I ,���SS�ONA;E�;�,•
L L f
I I
A
A 30 1/2" LucasTurne z�
g GLASS DLO
RIGHT HINGED-SHOWN r 9/22/2017
GLASS DLO LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE 2017-09-22
RIGHT HINGED-OPPOSITE 11:51-04:00 LUC FL PE#58201
P.E.
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 8 ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DRAWN BY: DATE:
HVHZ
GLAZING DETAILS.................................2 37 X 63 ADE 05/05/07
SECTION VIEWS....................................3
+/-67.5 PSF LARGE MISSILE IMPACT DWG REV.:
EXTRUSIONS B.O.M.......... ............ NON-HVHZ +/-65 PSF CWS-161 D
ANCHOR SCHEDULE&NOTESES............5 37��X 7Z��
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE: SHEET
1:15 1 OF 6
WINDOW SYSTEMS
---- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
8400 PVC
CASEMENT
IMPACT
a ? aZ�
718"OVERALL 7/8"OVERALL F O W O rA W p
1/8"ANNEALED or TEMPERED 1/8'HEAT STRENGTHENED or TEMPERED W Z O Z X Z F
0 Q O >-0 CD
7/16"AIRSPACE 7/16"AIRSPACE Z Z=2 Q w W 0O=O
5116"LAMINATED GLASS 5/16"LAMINATED GLASS O O on O Z a F-N a
1/8"ANNEALED 1/8"HEAT STRENGTHENED z 00,ai Z j U N
F?LL20OuZ
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER �Q}O}�F.�Z o
QUANEX DURASEAL 1/8"ANNEALED QUANEX DURASEAL 118"HEAT STRENGTHENED H 0 O~}0 co 0 Lu O W
IG SPACER SIKAFLEX 552 OR IG SPACER ILL FLEX 552 OR a Z=a w 0��
3 PURFECT GLAZE"H" 23 PURFECT GLAZE"H" Q =f-a EL M d G
x F
46 112"GLASS BITE 46 112"GLASS BITE ,,,`I,-�P%OREW'TG���i
.........
13 • 13 O ��Gp..-�CENS�•.;Qytn
0 :• No 58201 :11
6 G90: STATE OF
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 2411.3.3.1 GLAZING DETAILS
DRAWN BY: DATE:
MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05105/07
DWG#: REV.:
37"x 63" +67.5 A CWS-161 D
37'x 72" +67.5 B SCALE: SHEET
1:1 2 OF 6
aaggam-
WINDOW SYSTEMS
35 33 _ 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
www.cws.cc
29 22 11 50 49 48
o ® ® ® 8400 PVC
15
CASEMENT
3 IMPACT
46 18 15
1 46 18 ¢ Z ¢ZO
41 F- ❑WO QFW-Z D❑j .
Z W J❑ F
29 O Fa-LLI z F- �2
18 I�JI Z Zx2QWWp0
51 O OF-0LjQ=Fof
4 31 8 51 5 1 5147 9 18 3 U 0 F-zaF-rna
6 ❑ Z—❑ ZF-7CO
SECTION VIEW B-B Q O Z O vi z D U v
a o z2 } a pwO=0Z
23 ¢ K �U g
5 W 0❑�U)OWfnw
LLcow OJmF-
p WFF-
-O as=�}
1 a Fz- as w aco
INTERIOR
No 56201 '�11
40
%9% STATE OF
/ ,6` �OR10A'���:�
5 43
13 0 //
51 (�
24
7 36 III��''IIIII
as I I A.TURNER,
017
LUCAS A.TURNER,P.E.
5 o 7=1 FL PE#58201
2 -- --
0 1239 JABARA AVE.
NORTH PORT,FL 34288
46 39 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A
SECTION VIEWS
ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 05/05/07
DWG#: 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 31/8^ FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H 6030E FR.,CASE.,MAIN,HEAD MIKRON PVC SASH CORNER
2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC ^ 1 CONSTRUCTION WINDOW SYSTEMS
3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC �J 2 OCA A,FLORIDAVE.
7/3P• OCALA, LORI 34474
4 H-6030 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 WWW.Cws.CC
5 H-6030A FR.,CASE.,W!FIN MIKRON PVC 321/32° q 27/32"
-6008 SASH,CASE.,TOP RAIL MIKRON PVC
6 H J�
7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC �r — f v1s }— 8400 PVC
8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC PVC GLAZING BEAD CASEMENT
CORNER WELD
9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALL SIDES) IMPACT
10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM r 1:8
11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME
12 GLASS SEE SHEET 2 H-6030B a ? a W o
13 P-3028 SET.ELK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOW E RUBBER z w_'o ¢�Z w
14 P-3029 SCREEN LIFT-OUT SUMMIT 2 11/32° a z o z}o_-m
15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 21/32" 7/1s^� a la-w z r 3:�x
z z=0¢o:w00
16 P�195 SCREEN SPRING,NO HOLE TENSION D s qs as OO O(D OO Z a x F a.
17 P-3197 SCREEN CORNER KEY M&M NYLON o s 1/16" 1/1s^ o z z H OD ow
18 P 3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4 z O z U vi z c)U-
9 COIL,.062 X.656 COIL,.05 X.437 ¢ r-w 2 O w U
19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 1/1s° P-4491 P4050 re �3 O r�r O z
20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL Lc ¢ } O
21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w LL 0 U w U o uj U)w
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a z=a D:O-w
H-6008 w�0 a x }
23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA � x a w w U
24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW a a a a
25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER ;l N
17/32" '%u+ossferp
26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 17/32"4 OREW
27 P-3613 CWS LBL.(LOGO) � I 1D 11 ,�GP°.y�OENgFGP�'�i�
28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 19/32" 1/1s, 19/32" 1/1s J,t° No 58201
29 P-3752 CAP PLUG, 1/2"HOLE M&M NYLON L_
30 P-3881 TEMPORARY LBL.(NFRC/DP) pro: * cae
31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDEIBTM SCREEN RAIL TOP/SIDE '9; STATE OF
32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 ''40'�F;�4 O R 1 OP N2;:
33 P-4004 _ #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS 11811111,110....
34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w!P-4006) ROTO SS
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/8" 3/4-[—j
36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS
37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 11/16 51
38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS Q 5 �_ 3/32• x
39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017
40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505
41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E.
42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4 1/2" r,o FL PE#58201
43 P 4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS lc= 1/1s" NORTH
JABARA AVE.
44 P-4024 GASKET,ROTO OPER.,ROTO HDWE., 1/16" HOP o 73 NORTH PORT,FL 34288
1/2° PH.941-380-1574
45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS r 7/32" SHEET DESCRIPTION:
46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM 1 -3" �
47 P-4043 STRIKE,MULTIPOINT M&M NYLON T� 15 BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT
49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE:
50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07
51 S-1505 REINF.CASE.SASH KEYMARK ALUM DWG#: REV.:
52 S-6064 JULL BD.,7/8" MIKRON PVC CWS-161 D
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
8"MAX.O.C.(TYP.)
12 1/2"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX4°MAX.((TYP•) SEE NOTE 2 WINDOW SYSTEMS
6'MAX.(TYP.) 1YP.)
6'MAX(TYP) - - - 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE.
12 1/2"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6-MAX(TYP.) I - - 4"MAX.(TYP.) SEE NOTE 2 WWW.CWS.CC
6'MAX.(TYP.)-
SEE NOTE 2 4"MAX.(TYP.)
8^ I I 8400 PVC
MAX.O.C.
(TYP.) CASEMENT
MAX.O.C. e° IMPACT
MAX.O.C.
(TYP-) /
i
I (TYP.)
14 ? 3 azo
X V Z wdo a�Uw
MAX�O.C. /� �/ Q ;�Ow O 2_2 m_
X LL I—W ZI-3:2=
I I I INSTALLATION \ O O~O a Q W 0 0
\ ANCHOR(TYP.) U U r v a
\ INSTALLATION Z� Z U Uj O U L)
INSTALLATION \ ANCHOR(TYP. Z\ } Q LL w =O Z
O ~~z
ANCHOR(TYP.) g co
yj�0(/)
RZ�W��OJ fAW
a
0 ILWF=-� WmW�
6'THRU FRAME ANCHOR D. d D-
HINGE SIDE JAMB(TYP.j 6"THRU FRAME ANCHOR
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) ,,���w<�ttRleff"EW ,'
FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 37'x 63" _ ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) % °'P'G E N T�' ."'.
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" VP�•�� SF•.;Q.y.�
9 STATE OF
4�0n�S.�(OR 1 O P���`p
NOTES: 14 /ONA„s�,,�
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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. / '7
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9//2222//20017
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 BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X 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. 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 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-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:FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET
1:20 5 OF 6
MIN.EMBEDMENT I I rlll�7r® 'L/a(/Q
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
INTERIOR SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE 1 1/4"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 � SEE TABLE 1
MIN.EMBEDMENT 8400 PVC
PERIMETER
AL ER SEE TABLE SEALANT SEE TABLE 1 INSTALLATION ANCHOR LL(( CASEMENT
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1_ IMPACT
O
SEALANT BEHIND Q FLANGE BY INSTALLER 1/4"MAX.SHIM Z 3: ¢Z 01��11
DI LIT
PERIMETER SEALANT Z w,O Q W O w
PERIMETER SEALANT I1 'I BY INSTALLER W Z O? W� t
BY INSTALLER U INSIDE AND OUT 0 LL F W Z O M =
INSIDE AND OUT INSTALLATION ANCHOR Z Z S ¢X W p O
SEALANT BEHIND SEE TABLE 1 O 0 cn O z a FF--CQ 0-
FLANGE BY INSTALLER SEALANT BEHIND Q Z—0 Z Z F=)to
\ \ FIN BY INSTALLER Z O(J` � —�U—
INSTALLATION ANCHOR INTERIOR 1 rC 1 HORIZONTAL SECTION } Q 3 OLL W 0=O Z
B HORIZONTAL SECTION
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q ? ZO
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W O❑of O W co W
WCAW OJrol—
NOTE:ADDITIONAL THRU-FRAME ANCHORS a =(L Of 0 (n
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE Of ~a � a In
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT.
114"MAX.SHIM ��%%%,pNOREW,T9s,
SEALANT BEHIND ��� 9 C E N
FLANGE BY INSTALLER O :VQ,�°�.� SF�';p'L
No 58201 �?3
PERIMETER SEALANT �L' l
C
MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 Z. '0:
INSIDE AND OUT
.O
SUBSTRATE BY OTHERS
SEE TABLE
MIN.EDGE DIST. QUO
SEALANT UNDER SCREW ^ SEE TABLE 1
HEAD BY INSTALLER !� VERTICAL SECTION
\,P.J TYPICAL SILL ANCHORAGE
X�
�a
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#LUCAS A.TURNER RNER
58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"IlW TAPCON 1-1/2" 1-118" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8" 7/8" HEAD AND SLL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN,STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-112" 7/16° SHOWN FOR FLANGE WINDOWS. 1:2 60F6