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Product Approval Menu>Product or Application Search>Anolication List>Application Detail
e + FL# FL6890-R6
rx, RECEIVED
Application Type Revision
Code Version 2017 Y
Application Status Approved JUN 1 1 2018
ST. Lucie Cour>tp, Permliting
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
0'P' Y Technical Representative Jay LathropF I'L E C
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
I] 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
91 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
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CiMsOVDVxRttBg2vaMoEp/o3d 1/2
A
1/4/2018 Florida Building Code Online
A
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.12df
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 EvalReoort161D.Rdf
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.
13acPc �e�N
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 emaits 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 b=e..
Product Approval Accepts:
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Safe.: f
hftps:/Awm.floddabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8C[MsOVDVxRfBg2vaMoEg/o3d 2/2
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t
a„ URNER 1239 Jabara Ave.
North Port,FL 34288
+ ti
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 61 G20-3.005 (4). This product complies with the requirements of the 6ffi
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. #16-1117.02,
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.10,
,.I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`'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.
igO`,i�xteuttREcl�r�l��
+'ter�Q �fiS N 9;7—
Lucas -4 J'' No 58201 •.;O�a
Turner :* s*= 8/28/2017
2017-08-30 �-° =�=Lucas A. Turner, P.E.
�Q=. �Ta�rEF =Q'= FL PE#58201
16:01+20:00 '.,�+••:�4 �v..`��'.,`
0
CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: �� •L/af/G
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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
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 ¢ z 3' <Z?:3
GLASS TABLES ASTM E-1300-04e01/09. z w o o a w w
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z m- t=
/ I \ I INFILTRATION TEST PRESSURE,AND GLASS TABLES o F w Z O-3r 3 ca
T
731/4^ I I - ASTM E-1300-04e01/09. z z x�¢ _
OVERALL O O F-O W O O
MAX
FLANGE I I sa 1/a^ I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p z u~i?Z�j CO
HEIGHT I I MAX. I \ I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION zz O z v z a V
OVERALL B I \ I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD >- ¢3 w w O=O Z
HEIGHGE T I I ANCHOR CALCULATIONS. ¢ o o } O
I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS AREw W o w m w
NOT REQUIRED. a ?=D- w O m/i
72" I �[ I ss 1/z" s3^ X I I li °m _~°� w�W
MAX I ,` I GLASS MAX I GLASS 7•ALL FRAMES AND VENTS FULLY WELDED, a I- D a
UNIT DLO UNIT , I DLO
��"`llso"�b
HEIGHT I ` I HEIGHT I 8.SERIESIMODEL DESIGNATION CA-8400.
I e 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: ��G",.4�cEnis�."
I s 611" I X=OPERABLE SASH J:
i I No 58201 :?1 C
MAX
MAX. I ` I C SASH / I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR =*'
SASH 6 HEIGHT I LOCATION. -b' :0==
HEIGHT I \ I 19 STATE OF "<u�
6 I �,n�"A% , O R 1 O V.I.
A 301/2" LucasTurne z�
s GLASS DLO
301/2" RIGHT HINGED-SHOWN r
GLASS DLO LEFT HINGED-OPPOSITE 2017-09-22 9/22/2017
LEFT HINGED-SHOWN
RIGHT HINGED-OPPOSITE 11:51-04:00 LUCASFL 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&ELEVATIONS.......1 NON-HVHZ 37"x 63" +/-65 PSF DRAWN BY: DATE:
GLAZING DETAILS.................................2 ADE 05/05/07
SECTION VIEWS....................................3 Z +-67.5 PS LARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 D
ANCHOR SCHEDULE&NOTES............5 37"X 72"
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE: SHEET
1:15 1 OF 6
QMEM63
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8400 PVC
CASEMENT
IMPACT
a z 3z aza
7/8°OVERALL 7/8'OVERALL H p W 0 O 1 WF-O p
1/8'ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W Z 0 Z D_F Z F-
m ¢m�ZZOd3:m
7/16'AIRSPACE 7/16'AIRSPACE Z
LL Z = QafW00
O 01-0 -< of
5116°LAMINATED GLASS 5/16'LAMINATED GLASS Q Z-7 Z Z 7
1/8"ANNEALED 1/8'HEAT STRENGTHENED Z O z U W Z U U
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER } Q 3}0O W O m Z Z
QUANEX DURASEAL 1/8"ANNEALED QUANEX DURASEAL 1/8'HEAT STRENGTHENED 0 C3 0-m �0 m
IG SPACER W OLOQ_'m0LuQ)Lu
SIKAFLEX 552 OR IG SPACER SIKAFLEX 552 OR (L ?=0 �0-m
3 PURFECT GLAZE'H" 3 PURFECT GLAZE"H" a0. =F-a DL X a y
46 1/2'GLASS BRE 4rnfr
1/2°GLASS BRE �I�-����OREW��. P ....13 `�JGQ� �C E F
O O t No 58201
%oe ;ae
X90; STATE OF
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6 6 �inF'�<OR1pPO�t;.�
If
GLASS TYPE A GLASS TYPE B x-T
9/22/2-017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTIDN:
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.:
7"x 63" +67.5 A CWS-161 D
37"x 72" +67.5 B SCALE: SHEET
1:1 2 OF 6
s
WINDOW SYSTEMS
35 33 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
WWw.CWs.CC
9 11 50 49 48
o ® ® 8400 PVC
CASEMENT
15 3 OD IMPACT
1 O 4618 1 18 Q
46 Z O
41 z ❑WO � wo❑
�j p Rco 0�3m
D- F-Ill zi.-3g=
18 O OI= <O Lu 0O
51 ® 4 31 8 51 5 1 514 9 18 3 U UyF-ZO-�y_a
❑ Z— —ZF m
4 SECTION VIEW B-B z U O U N 7)U
} <3:0w�20?
0 3 �� yVFZCO
}=dam
52 W lzvwU0-jw --
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INTERIOR :`G �G ENsF
No 59201
^9 STATE OF --uf
10
5 ® 43
51 1� q
7 ® as 36 0� 9/22/2017
5
C=— � LUCAS A.TURNER,P.E.
ruFL PE#58201
0 1239 JABARA AVE.
2 -- -- NORTH PORT,FL 34286
6 39 PH.941-380-1574
4
SHEET DESCRP'f10N:
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 3 OF 6
PARTS LIST 31/8" FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIALSASH
H-60308 FR.,CASE., AIN, READ MIKRONP C CONSTRUCTION
2 H-6030B FR., ASE.,MAIN,SILL MIKRON PVC Q 1 QSltMEMSffl
3 H-60308 FR.,CASE.,MAIN,JB.,RIGHT MIKRON PV 2 1900 SW 44TH AVE.
7/32' OCALA,FLORIDA 34474
6 .,CASE., O C 3 r 5 WWW.CWS.CC
5 --W6030A FR.,CASE.,W FIN MIKRON PV 321/32• 4 27/32"
6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC r� L_ 8400 PVC
7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC
---H:90-09 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC o PVC GLAZING BEAD CORNER WELD CASEMENT
08 SASH,CASE.,SIDE RAIL,LOCK MIKRONcA S-6064 (ALL SIDES) IMPACT
p _ 2 1:8
11 H-1593 SCREEN RAIL,TOP/ IDE KEYMARK ALUM PVC FLANGE FRAME
2 2 H-60308 ¢ ? a z o
mow❑
3 P3028 ET.BLK., 5 DUR., 8"X7/8"X2"LG. FRANK LOWE RUBBER z w,o ¢k z w
14 P-30 9 SCREEN LIFT-OUT MM 211/32" o z voi 0--~
}o�3m
15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER "l/
21/32•-1 j-� 7r1s" Z F w?'Z F u o_
���(� z zx2z¢�woo
16 P-3195 SCREEN SPRING,NO HOLE TENSION 49 4s o o H o c*a �
U UyF a ten.
-T7---F--3r9-7 & 1/16' 1/16 ❑ z(9j�9F❑m
18 P-3217 W TP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4° z ❑z U d z Do-
COIL,
o-
P-3228 SCREEN SPLINE,. 55 DIA,BLK DAPACOIL,.062 X.656 COIL,.05X.437 < IInp z P-4491 P-4050 ¢3 O FO-20 P-3281 SPACER,DURASEA ,SEE SHEET 3 DURASEAL TRUSEAL L U z vi
21 -3 S ,S -55 C C w LL❑w�owtow
tl1w OJmH
22 2 S .,.270 7BACK, PHCSAH D. wF--o a=
23 P RFECT GLAZE"H",SIKAFLEX 552 HENKEL,SIKA a F M a. Lu 3 a m
4 P-35 X3 "QUAD PTEK,ZINC, CREW
25 FT 3587 SCEEN CLOTH,PH FH TEK 779S,X S,SC EW FA6 FIKERGLASS HTENAL 17/3�32
IFER 17/32" ,,,,,`"A�WREW�T
27 P-3613 C OGO 10 11 ��GQ?•��6ENS�.•:Py,L
28 P-3685 CS 8400 LD CERT.LABEL,NFRC TAB 1 s 1/1s, 1 s/32 1r1s• t%,: No 58201 "•��
29 P-375 AP PLUG, " O E M8 NY O 1
30 P-3881 TEMPORARY LBL. NFRC DP = oe Q e
3T- P394o SNUBBER,SS,PVC SCREEN RAIL SIDEBTM SCREEN RAIL TOP/SIDE :Qi: STATE OF
--p- o03 G O. O S H-1592 H-1593 '�i���s•.�<O R 1 Q�'Q����
33 P-4004 832 X1/2"PH PH,MS,SS ROTO HDWE.LOCK FASTENAL SS
34 F4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. Use w P-4006 ROTO SS
5 P 006 31/8"—n 3/4°
3W---P--460-7—ROTO. FOR LEFT RI HT PE EMEN ROTO
s1
37 009 C S ROTO 0 0 0 11/16 I I I I��
38 0 0 ROTO 0 ROTO o til s L_ 3/32' Z Z
0 O OPERATOR, O .8mm ROTO SASH REINF. 9/22/2017
0 P-4014 S TE C o S-1505
1 P-4018 HINGES EFT RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) RTO LUCAS A.TURNER,P.E.
42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE. ROTO SS 41/2' ^O FL PE#58201
43 P-4021 -32 x 3/4"Quad FH W 1/16"Lead,MS,SS,ROTO OP.,ROTC FASTS A SS -1/16" 1239 JABARA AVE.
0 G O ROTO ' 6 O o 1/2• NORTH PH.94�380RT,F1574 88
5 - 0 -5 C Qo o S 7/32 SHEET DESCRIPTION:
46 P-4050 -R-El-NF-150-IL-ALUM INUM,5052-H32 .050X.437),-TD— PRECISION E A 1 H 3" 1
47 P-4043 STRI E,MU TIPOINT M&M NYLON 1s BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SCREW SUPPORT
49- P RE NF.COIL-ALUMINUM,5052-1-132(.062 X. 5 ,HD PEC SIO STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE:
50 8 x 5 8"PHFLAT K,#7HEAD,SS FASTEWT SS H-6030A ADE 05/05/07
51 5-1505 IREINF.CASE.SASH KEYMARK ALUMDWG#: REV.:
52 S-60 BD.,7 IKRON PV CWS-161 D
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
12 1/2"MA8'MAX.O.C.(TYP.) �7�,/j�ryjyjpl
X.O.C.(TYP.)
6"MAX.(TYP.) SEE NOTE 2 4"MAX(T(P.) SEE NOTE 2
4•MAX.(TYP.) 8'
SYSTEMS
6"MAX.(TYP.) 121/2'MAX.O.C.(TYP.) 8'MAX.O.C.(TVP.) 1900 SW 44TH AVE.
SEE NOTE 2 OCALA,FLORIDA 34474
6'MAX
(TYP') SEE NOTE 2 4•MAX.(TYP.) WWW.CWS.CC
6"MAX.(TYP.)
8^ 8400 PVC
MAX
'0' CASEMENT
MAX. o.C. 8" / IMPACT
/ MAX.O.C. /
(TYP-) I I (TYP.)
Z
X 14 314" WHQ ❑W
MAX O.C. w ZOOZ wM=
` (
INSTALLATION O O F O¢�w OF o
ANCHOR(TYP.) U U F U a U a
�UZZI-.0
INSTALLATION ❑ Z
Z O U
U uj >U-
ANCHOR(TYP.) Q Z Z
INSTALLATION -0 w O O 0 Uz
ANCHOR CrYP.) O H E=H Z
W 00w U)0w(AW
wUw O-jmF
All a
z-
- - 0 _~� a.
Lu
6•THRU FRAME ANCHOR 6"THRU FRAME ANCHOR a ~ 4. D_3 d
HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) l�tWItaluo
ANCHORFOR NITS UOPUTO 37(FLANGE)
FOR NITS UP ANCHOR TO 3(FLANGE) ANCHOR LAYOUT-(FIN) FOR ORIP TO LAYOUT-x 83°) �,bP�-`-.D.SF G¢L�'+
FOR UNITS UP TO 37'x 72"
v t� No 58201Is-
'P STATE OF ";mow`
A'
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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9//2`2-/2'0-1'7
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
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, 34288
PH.941-380-1-1 574
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 M REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(E)CTERIOR DOORS) CALE: SHEET
1:20 5 OF 6
ro
r
MIN.EMBEDMENT �n/7�7r//1�Tyfy�•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATELLKK{IUULL/EMSS
BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
INTERIOR 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 1/4"MAX SHIM SEETABLEI WWWCWS.CC
SUBSTRATE BY OTHERS—, MIN.EDGE DIST.
SEE TABLE 1 �=E U SEE TABLE 1
MIN.EMBEDMENT QOM 8400 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 CASEMENT
INSIDE AND OUT MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
O OFLANGE BY INSTALLER p � 1/4"MAX.SHIM � � � Q Z Q Lu 0T� Z
PERIMETER SEALANT Z W J O a r O W
PERIMETER SEALANT BY INSTALLER w Z 0 Z W–Z C
BY INSTALLER o INSIDE AND OUT O H W Z}Z 0 m S
INSIDE AND OUT INSTALLATION ANCHOR Z Z=�¢�w o 0
SEALANT BEHIND SEE TABLE 1 c0i 6 vi�0(L (L
y a
FLANGE BY INSTALLER SEALANT BEHIND 0 Z–to Z Z
' FIN BY INSTALLER Z 0 Z 0(Z Do–
INSTALLATION
o-
INSTALLATION ANCHOR INTERIOR
�B1 HOR¢ONTAL SECTION (� HORIZONTAL SECTION Y Q§IL W O 2 0 Z
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q 2 ? ZO
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F-
q WpLW co0W(AW
NOTE:ADDITIONAL THRU-FRAME ANCHORS CL
Lw F O a 0
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE M = = w w
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o D- = a
,1,�'anuiff"'I
1/4"MAX.SHIM ,�
,,�x` "Pr;G DREW �
T
SEALANT BEHIND
FLANGE BY INSTALLER ;u
0 ;JGF;`"�-� S�t'•:QA���
S�t No 58201 :'73
PERIMETER SEALANT MIN.EMBEDMENT * #
BYINSTALLER =b' Q:C
SEE TABLE 1
INSIDE AND OUT 9O STATE OF :�1U
SSUBSTRATE BY OTHERS
EE TABLE O� 64#
SfONA
MIN.EDGE DIST.
SEALANT UNDER SCREW SEE TABLE 1
HEAD BY INSTALLER A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
x�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F ANCHORTYPE LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TTW TAPCON 1-1/2" 1-1/8" PERIMETER 1239 JABARA AVE.
FLAN BYINSTALLR ANT NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
/D1 HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION
FLANGE 2XMIN.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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR TTW FULL THREAD 7/16" 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" DWG#: REV.:
1/8"
1/8"ALUM.(6063-15 MIN.)OR #10 GRADE 5 SELF TAPPWG/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
FLANGE 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:
FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6