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Product Approval Menu>Product or Application Search>Application List>Application Detail
e . FL# FL6890-R6
Application Type Revision
Code Version 2017
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 Jay 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)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Casement
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 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
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL6890 R6 COI Evallkeport161D.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
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CiMsOVDVxRfBg2vaMoE%3d 1/2
1/4/2018 Florida Building Code Online
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 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 FL6890 R6 AE EvalRenort161D.pdf
psf,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.
Bac[c hlext
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 mall.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:
® eChecY. M
� Cri;dlt Card
( :5afe4
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8C[MsOVDVxRfBg2vaMoEg/*3d 2/2
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 161D
August 28,2017
Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5, 37"x 72"
unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6h
Edition(2017)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-161D,signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3673-1,4A, -2,-2A, and NCTL-210-3674-1,4A,-2, -2A, 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 2002/2005
4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-161D.
Limitations of Use: This product:
• May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.) outboard, -air-
1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann.
or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass
• Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade
• Requires max. glass daylight sizes as shown in CWS-161D
• Achieves design pressures of+/-67.5 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021
• Requires Quanex(Milron)white rigid PVC framing per Miami-Dade NOA#17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'b Ed. (2017)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.
e •• s ••.'S' .
Lucas No 58201 •';�I.z
;
*= 8/28/2017
Turner o: * n;Lucas A. Turner P.E.
2017-08-30 sir, E OF ,�a�,4t. ,pE #58201
16:01+20:00 �o�c o'?--*--'-%%
CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED amum
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 UNITWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC
7CASEMAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR
MENT
RIGHT. IMPACT
4.DESIGN PRESSURES:
———————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ? <,3:
O
GLASS TABLES ASTM E-1300-04801/09. z W J ap a r Z w
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z 0_--L:
INFILTRATION TEST PRESSURE,AND GLASS TABLES g ¢rn }O X 3r.m
731/4• I / I - ` -- -MAX ASTM E-1300 04801/09, z z x 0¢<w OO
OVEa.
FLANGE I 641/4, I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p z co co z Z F~7
HEIGHT 64 1/ I I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION zz O z O m z o U-
I OVERALL B I \ I I B DETAIL,WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } 3 w w O=p z
FLANGE
I I ANCHOR CALCULATIONS. Q 110,
z
~ 0:cc JW
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w O❑
I I I I NOT REQUIRED. a -=a =O�u)
MAX. � '` � GLASS 6� I /� I I GLASS 7.ALL FRAMES AND VENTS FULLY WELDED. IL � a 0 3 wa
UNIT DLO UNIT , I DLO ttt�tt��i
HEIGHT I ` I HEIGHT I 8.SERIES/MODEL DESIGNATION CA-8400.
9.THE DESIGNATION X STANDS FOR THE FOLLOWING: `�.`Gp`�,•��C ENgF.,
I I 6 61° I
I 6 MAX I I X=OPERABLE SASH No 58201
770' I ` I C SASH I / I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *: * •'
SASH 6 HEIGHT I I LOCATION. R'
HEIGHT I I D I I s0 STATE OF .Z'
I I s
-------
A
A
30112'_!:�j LucasTurne ZZ
6 GLASS DLO
30112" RIGHT HINGED-SHOWN r
GLASS DLO LEFT HINGED-OPPOSITE 2017-09-22 9/z2/zo17
LEFT HINGED-SHOWN 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
N +/-65 PSF DRAWN BADE 05/05/07
Y: DATE:
37"X 63"
GLAZING DETAILS.................................2 HVHZ +/-67.5 PS
SECTION VIEWS....................................3 LARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 D
ANCHOR SCHEDULE&NOTES............5 37"X 72" SCALE:
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8400 PVC
CASEMENT
IMPACT
zazo
7/8"OVERALL 7/8"OVERALL F- 0,0 Q W p W
Z WJE
1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W Z 0 Z LL'——F
Q ¢0)3>>ZOa3m
Z Z2m¢
7/16"AIR SPACE 7/16"AIR SPACE LL F-W W p O
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 0 in Z U�Z Z j a.
1/8"ANNEALED 1/8"HEAT STRENGTHENED Z O Z U t!1 Z U—
a F--LLMOOLLZ
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 2 g^3 O F-F-F-Z—
QUANEX DURASEAL 1/8"ANNEALED 1/8°HEAT STRENGTHENED W 0 0 W V1 W
QUANEX DURASEAL
IG SPACER IG SPACER Z W 0�(A F-
SIKAFLEX 552 OR SIKAFLEX 552 OR D. =D- D:0 to
3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" 0 2 I-0 W 3 W
a o o_
46 IIF'l 1/2"GLASS BITE 46 1/2"GLASS BITE �������0`REWf��4
• 13 13 `Q�G_g�P 6F-NS7--. 4.
O O F�
No 58201 •�•'9
Ot STATE OF
6 6 P
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 05/05/07
DWG#: REV.:
37"x 63" +67.5 A CWS-161 D
37"x 72 + B SCALE: SHEET
1:1 2 OF 6
WINDOW SYSTEhIS
35 33 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
WWW.CWS.CC
9 11 50 49 48
o ® ® 8400 PVC
CASEMENT
15 IMPACT
3
1 a 46 18 1 18 Z Q 3
41
6l ❑WO QkZ❑
9
w ZO? D'--C
18 Z zxm<ww=OQ
51 4 31 8 51 5 1 514 9 18 3 ❑ Zm�-OZ a. 7(CL
n
8 0 SECTION VIEW B-B z¢ O Z O w z U
Z
Zma 0-10-
CL T 0 W~OD' (LX
1
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D f a o a
ouwjaip
INTERIOR +++GQ;"'GENS'..;p
++�t No 58201 •
40 Sro: 2.
. STATE OF00.
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0 10
5 D
43
13
51
4
7 ® as 35 9/22/2017
-- � LUCAS A.TURNER,P.E.
5
[u� u FL PE#58201
p 1239 JABARA AVE.
2 -- -- NORTH PORT,FL 34288
PH.941-380-1574
46 39
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 SSE` SHEET
1:2 3 OF 6
PARTS LIST 31/8" FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIAL — I SASH CORNER 99�mfflH6030B FR.,CA E.,MAIN,HEAD MIKRON PVC CONSTRUCTION
2 H6030B FR.,CASE.,MAIN,SILL MIKRON PV Q 1
3 6030B FR., ASE.,MAIN,JB.,RIGHT MIKRON P C z 1900 SW 44TH AVE.
3 C a 3 7132':]J--,5 WWW.CWS.CCA34474
5 H6030A FR.,CASE.,W FIN MIKRON PV 321/32" 4 2713}2"
6 H6008 SASH,CASE.,TOP RAIL MIKRON PVC
7 H6008 SASH, ASE.,BOT.RAIL MIKRON PVC U 1116• 8400 PVC
8 H6 0 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC o PVC GLAZING BEAD CORNER WELD CASEMENT
s 6 8 s c s ., c o c s6o64 (ALL SIDES) IMPACT
0 2
—SCREEN RAIL,SIL)M-M- KEYMARK
11 H-1593 SCREEN RAIL,TOP SIDE KEYMARK A UM PVC FLANGE FRAME
12 GLASS 2 H-60308 ¢ z 3 a z o
. . o o WF Z w3 P-3 8 SETBLK, 5DUR., 8"X7 8"X2"L . FRANK LOWE RUBBERR BBER z aZ
211/32° W zoz X--L=14 P-3029 SCREENLIFT-OUT SUMMIT
21/32° 7/16,�--{ g :Fc
w§z p 3 3 m
15 P6113 S REW SUPP RT FOR PVC TEAM PLASTICS RUBBER I I z z W z�w p o
16 P-3195 SCREEN SPRING,N HOLE TENSION 7 4s 4s op o O ci a ,a
7 P-3197 & 0 8 1/16• 1/16° Z z Z I-M p/
18 P-32 7 W TP., ITE LEAF EAL,FRAME AME B R RUBBER z Ila^ a p z�2 z p LL v
9 COIL,.062 X.656 COIL,. 0 X.437 <-u_Lu p Z
7-3228 SCREEN PLINE,. 55 DIA,BL DAPA Ills° P-4491 P-4050 m g O�1 �z
20 7-3281 PACER,DURASEAL,SEE SHEET 3 DURASEAL TR SEA Lo F I% �}M 3 p m
2 3 2 S S ,S -55 C S CO W0ms2a wm0wU)lW-
22 270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC H-6008 SASH p W F o a= co
23 PURFECT GLAZE"H",SIKAFLEX552 HENKE ,SIKA a =ama. Lu 3 Wa
--f4-----P--3-59F—#8X3/4"QUAD PH TEK, N CREW
257 6 P 358 SCREEN PH FH TEK18 X 16 2 SS,SCREW FIBERGLASS FAHIFER TENAL S 17/32° 17/32• H H ,,``,��P�o .t',TGa''
27 --F--36T3—C (LOGO) }T 1 D IT—II I 11 �e?.��C F IY
28 P-3685 CS-8400 GOLD CERT.LABEL,NFR TAB 1 9132" 1/16, 19132" ��� No 58201 :13%
9 P-3752 AP PL "HOLE M&M NYLON L L Ar
=*e
30 P-3881 TEMP RARYLB . NFR DP =ro: ¢z
3 P-3940 LIBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE '9 STATE OF .4U-
H-1
4i-
3 00 ROTO. D OTO SS H-1592 H-1593 %pT .F�O R.d it.. ����
33. P-4004 62 X 112-PH PH,MS,SS(ROTO HDWE.LOCK) FASTENA SS
34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. Use W P-4006 ROTO S
35 " 006 LOCK,MUMPOINT,ROTO HDWE., T SS 3118" �{ 3la•�
36 ----P-4-607 ROTO.OPERATORS FOR LEFT RIGHT OPEN CASEMENT) ROTO I 61
37 $ O O O 3 OTO 11/16•
3 0 0 O ROTO 5 L_ 3132°
39 O OPERATOR,ROTO .8mm ROTO SASH REINF. 9/22/2017
_ S-1505
41 P-4018 HINGE HANDLE,(LEFT RI HT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E.
4 P-0 0 SUPPORT WASHER ROTO OPER,ROTO HDWE. S ROTO SS 41/2' FL PE#58201
43 ---P70-21 -32 x 3 4"Quad FH W 1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL 1/16" 1239 JABARA AVE.
NORTH PORT,FL 34288
G O 6 1/2• PH.941-380-1574
5 - - 5 Ci Q HGT.) S 7/32 SHEET DESCRIPTION:
46 P-4050 F.COIL-ALUMINUM,5052-1-132 .050 X.437),HD PRECISION STEEL ALUM �� �3°� 15
47 P-4043 STRIKE,M Ll1P INT M&M NYLON T BOM AND EXTRUSIONS
48 P-4146 #8 x 314"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT
4 P-44 REINF.COIL-ALUMINUM,5052-1-132 .06 X-.656).HD PRECISION STEEL ALUM PVC FIN FRAME P-8118 DRAWN BY: DATE:
5 x 5/8" 7 HEAD,SS S SS H-6030A ADE 05/05/07
51 S-1505 REINF.CASE.SAH KEYMARK ALUM DWG#: REV.:
5 -GL-7--B-D—,7 8" MIKRON PVC CWS-161 D
Ste` SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
8'MAX.O.C.(TYP.) (/ j7rJ29iIf�
12 1/2"MAX O.C.(TYP.) SEE NOTE 2 4"MAX�P.) SEE NOTE 2 WINDOW SYSTEP7S
6°MAX.(TYP.) 4•MAX,(TYP,)
6°MAX.(TYP.) 12112°MAX.O.C.(IYP. 8°MAX.O.C.(TYP.) 1900 SW 44TH AVE.
4°MAX OCALA,FLORIDA 34474
- 6°MAX.(TYP) - (TYP.) SEE NOTE 2 WWW.CWS.CC
SEE NOTE 2 4°MAX.(TYP.)
6"MAX(IYP.)
8• 8400 PVC
MAX(TYP.j D.C. CASEMENT
10° MAX8. /' IMPACT
MAX.O.C. / MO.C.
(TYP.)
I , I ' � ' (TMP) J
Q z QZ�
X ci
1
MAX O.C. X W ZOz W--L
(TYP.) X 9 <to§>-0 W 3 m
X LL 1-Lu Z1-3�x
I INSTALLATION Z Z=m Q�W O O
ANCHOR(fYP.) O U O Z G' d
INSTALLATION Z ZO a U ?=DO
INSTALLATION \ ANCHOR(TYP.) \ Q Z LL w O 11 Z
ANCHOR(TYP.) }O F U 1=Z
I I WLLIAW�QWOME
WIAfW-
a
0 Lu ix
6'THRU FRAME ANCHOR CL ~ 0. D_' d
HINGE SIDE JAMB(TYP.) 6'THRU FRAME ANCHOR 0uu�3r
HINGE SIDE JAMB(TYP.) ���1i4
�
FOR UNITS UPCHOR UTO (FLANGE)
�FORUNLTSUOPUT037 x63GE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) Pp.Erys TG'Q����
FOR UNITS UP TO37'x72" FOR UNITS UP TO37'x63° �;G�'�- F'•,Y���
S�: No 58201 :1�
X90: STATE OF :4u
.4✓��
NOT'ES:
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. Z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 MANUFACTURERS 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 TABLET,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-161 D
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5 OF 6
MIN.EMBEDMENT QMEMS0/]l'l) /dTYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE "/IBY OTHERS
INTERIOR 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT 00 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 CASEMENT
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1 IMPACT
O nn
SEALANT BEHIND � U�
FLANGE BY INSTALLER VO O 1/4•MAX.SHIM I�IIUII d 0 F o W�p ui W�o
PERIMETER SEALANT Z W J O Q W
PERIMETER SEALANT BYINSTALLER W Z O Z .~Z C
BY INSTALLER INSIDE AND OUT Q <m§}O of 3 m
LL I-W Z I— c
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q
SEALANT BEHIND SEE TABLE 1 U O F.O * O O
H-�
FLANGE BY INSTALLER SEALANT BEHIND to to Z D-
FIN BY INSTALLER Z Z00=
- j U
INTERIOR /�� � Q Z LL M O O
fCHORIZONTAL SECTION � LL z
INSTALLATION ANCHOR D / n l HOR¢ONTAL SECTION } Q 3 0 W-2 0-
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q 2 y F-?3 ZO uj
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F-
WOfAW�in OJ(co gW
a NOTE:ADDITIONAL THRU-FRAME ANCHORS (L =LL O
(AS SHOWN IN DET.B/6)RE913 AT THE HINGE jr z~D: W 3 w
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. LL ~ LL a
SEALANT BEHIND WREVv
1/4•MAX SHIM ����,, P4......
FLANGE BY INSTALLER 0 ��V "�'� SF•:p2
i
r: No 58201 t 73
PERIMETER SEALANT �o MIN.EMBEDMENT
BY IN
TALLER SEE TABLE 1 b" ¢
INSID AND OUT '9 STATE OF .W
^ 'O 4j
G.
SUBSTRATE BY OTHERS ONA; ����`
SEE;ABLE 1 MIN.EDGE DIST.
SEALANT UNDER SCREW7SEE TABLE 1
HEAD BY INSTALLER A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
BVI ANCHOR T. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8° 1239 JABARA AVE.
FLAN BYRINSTALLERT
NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM 090) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"TTW TAPCON 1.3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.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:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW 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" DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD MIN. E FILLET, F LL PERIMETER, ADE
ADHESIVE CAULK IS APPLIED
FLANGE 7/16° INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) 1#8 WOOD SCREW 1 1-1/2° 7/16° SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6