HomeMy WebLinkAboutBuilding Permit Application (2) * Florida Building Code Online
BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff BCIS Site Map Links Search
d-
bFdde
;Product Approval
.USER:Public User
F.'���ss�"- I -
Product Aooroval Menu>Application Detail
FL# FL17647-R1
Application Type Revision
Code Version 2017
Application Status Approved
�x
Comments
- Archived
� :-
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
ti kpine@cws.cc
Authorized Signature Kevin Pine
k kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
x= Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
t
aX ;k Quality Assurance Representative Arturo Monteverde
p4 Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
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
g Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
'g Validated By Steven M. Urich, PE
0 Validation Checklist- Hardcopy Received
Certificate of Independence FL17647 R1 COI EvalReoort882B.pdf
6 Referenced Standard and Year(of Standard) Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
=r� ASTM E1886-05 2005
https:/Itloridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhNMW%2bDNN4gg%3d%3d[1/30/2018 4:17:15 PMl
I
f
t ;
Florida Building Code Online
ASTM E1996-09 2009
TA 201/202/203 1994
Equivalence of Product Standards
Certified By
4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
a
31
r
r
FL# ± Model,Number or Name Description., ,
17647.1 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved,for use in HVHZ:Yes FL17647 R1 II CWS-958B.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
i Other: See installation detail for sizes and DPs. Outer lite I.G. FL17647 R1 AE EvalRenort958B.pdf
to be safety glass when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
omplies to ASTM E1300-04.
. ,
17647 2 " .'SH 8100', �. C Single',Hung
SH 8100"RV
Limits of Use Installation Instructions
Approved for use in HVHZ Yes FL17647-Rf II'CWS-882B:�
Approved for`:u§e outside HVHZ:'„Yes, Verified.By: LucasA.Turney 58201
Impact Resistanti Yes. Created by Independent Third Party: Yes
Design P.ressure:'+70/-70 Evaluatibn Reports
be her: , lass wkly, Max:size 51-7/81._x 72' Out I.G.to 'FL17647`R'1"'AE EvalReoort882B.P]df
Other:TFlange on
y g when used,above 30 ft in HVHZ.Glass Created',,,by Independent Third Party:Yes
complies"to,.STM�E 1300-04.,, "
A
f
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Conyrioht 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 click here.
Product Approval Accepts:
JIM M ® ettrec_.
Cx �-
Credit Card
`y Safe
,x
i
I
i
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d[1/30/2018 4:17:15 PM]
i
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 958B
August 29,2017
Product Description:�Series 8100 PVC Single Hung,Lar�fi=conf�iguration.
le Impact, 35 3/4"x 70 3/4"max. unit
at+/-70 psf for flnfiguration and+/-65 psf for
Manufacturer: Custom Window Systems, Inc. 1900 SW 441"Ave, Ocala,FL 34474
i
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 61"
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-95813, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3946-02,-2A, -04,and-4A, by National Certified Testing Laboratories,
Orlando, FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-
08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201, 202,203 1994(TAS reports 3946-2A
j and-4A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-95813,signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-958B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings with glazing as indicated in CWS-958B
• Achieves design pressures of+/-70 psf for flange and+/-65 psf for fin
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 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.
tittt��»ir��
I
` # *
�.o . lv. 8/29/2017
r �.•�� �.� t Lucas A. Turner, P.E.
FL PE #58201
I
GENERAL NOTES: (//(��//,�,,(,,,R\,�' //�////y/�`I
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �Nv�b
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
W SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
37"
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
MAX.O.A.FLANGE WIDTH
35 3/4• 2.GLAZING OPTIONS:(SEE SHEET 2)
MAX.UNIT WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X'. SINGLE HUNG
GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
I INFILTRATION TEST PRESSURE AND GLASS TABLES e0 < -w o woo
0
_ ASTM E-1300-041/09. z w. o F
zw
- -- I w zOz c:_-I..
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Ei
0 w§ OF zF��
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x 2 Q of w O 0
72' I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O r O�j<:E F It
MAX O.A. B B ANCHOR CALCULATIONS. 0 U to z a r m D
HEIGHT I O I I FLANGEZ -z 0 z:)U�
I I I
31318* 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q F-t1 0 O LL Z
GLASS DLO REQUIRED. >_ < O W F Z-
0
70 31a 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O O K o w w
MAX UNIT USED AT FIXED MEETING RAIL AND JAMB. rK z w 0�m r
HEIGHT IL x O. m 0�N
8.SERIES/MODEL DESIGNATION SH-8100. tr x~a u,�w rn
g 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `��NtiHr�+trrr�
g X=OPERABLE SASH,0=FIXED SASH ���.Pp1DRE W
6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
I I LOCATION. ,v. No 58201 :�P Z
I D
34 518' I X I 1 6 11.WEEP SLOTS=1/4'x 1-1/4"LOCATED 4"FROM BOTH ENDS.
MAX.SASH
HEIGHT 3 g � STATE OF ••W:
GLASS DLO �•c:c(O R•1
Of d ESO�.
C I
C6 A zz
28 15/16• 9/22/2017
GLASS DLO
32 1/4• 7 LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS FRAME DESIGN PRESSURE DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 MAX. UNIT SIZE IMPACT RATING
GLAZING DETAILS...............................2 EMK 09/18/14
SECTION VIEWS&ALT.FRAME......... FLANGE +/-70 PSF DWG#: REV.:
EXTRUSIONS VIEWS
......................3 35-3/4"x 70-3/4" _ LARGE MISSILE IMPACT cws-sfia B
ANCHOR SCHEDULE&NOTES..........5
INSTALLATION DETAILS.....................6 + SCALE: SHEET
1:15 1 OF 6
WIN�SYSTEMSp(I('7�
1900 SW 44TH AVE. L�%�
OCALA,FLORIDA 34474
W W W.CW S.CC
l
8100 PVC
SINGLE HUNG
IMPACT
a z 3 <Z3
F- 0w0 o
Wo
J
Z W ❑ I
I�-
W ZOZ w—,
0 am§}OIz'3:m
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS u. F W Z F-3�2_
Z zp:m< =W00
1/8'ANNEALED OR TEMPERED 1/8'-ANNEALED OR TEMPERED O O F-O U a F�IX
Z
112'AIRSPACE 1/2'AIRSPACE Z ZO O ~U cn
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS y Q�WO W O 02 O z
1/8'ANNEALED 1/8"ANNEALED 6 m m}u)O~Z
D~1 Q0~2 U)Luu fnW
.090'PVB INTERLAYER BY DUPONT .090•PVB INTERLAYER BY DUPONT d z=ELI
0 JO co N
1/8'ANNEALED 1/8"ANNEALED 0 W F-O W o
w 1: O W w ul
QUANEX DURASEAL QUANEX DURASEAL ttuutrrr
IG SPACER IG SPACER %""PNORE W r"do
40 PURFECT GLAZE"H'OR SIKAFLEX 552P0 B IVS�•.�Pq��G'
40 PGRFECT GLAZE"H'OR SIKAFLEX 552 :Gyj
No 56201 '�i>
36 1/2'GLASS BITE 36 1/2'GLASS BITE X-P% STATE OF ilk/:
18
2
9 � O
3
9/22/2017
LUCAS A.TURNER,P.E.
FIXED LITE SASH LITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
EMK 09/18/14
DWG#: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-958 B
SCALE: SHEET
1:1 20F6
7 INTERIOR 10 31 21 6 7 om•I//II/,�
WINDOW SYSTEMS LL�!!J
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
13 13
8100 PVC
5 SINGLE HUNG
o a a IMPACT
23 Q Z �: QZ�
H 0.0 OW06
36 w ZOZ_ 1'r-ZF-
36 37 32 0 F w zZ-�: S
Z Z1: <itL100
3 40 SECTION VIEW B-B O 0 r-O d a=If Of
U UUHZ ar-UnD-
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z �-Z E)U U)RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ 1-Z)LL co O O LL z
ow 0z
3 40 27 FQ- 0 0 F}->- 9:E
W �mW�p..,u11-
18 a
0 Wr0 w=j2>-
a Dom. D- Of I,
35 p��` SOREW �.
30 1 INTERIOR �JGQ`;.y�G
.............NgF
8 v No 58201
14
40 o; .srarE of :�w
�h,S+ONAA`•
36 y
18 9 X�
pp 2
I IU U 9/22/2017
33
LUCAS A.TURNER,P.E.
4 FL PE#58201
1239 JABARA AVE.
8 a3 NORTH PORT,FL 34288
0 4 PH.941-380-1574
6
O SHEET DESCRIPTION:
13 SECTION VIEWS
SECTION VIEW A-A DRAWN BY: DATE:
SECTION VIEW C-C EMK 09/18/14
- ALTERNATE FIN FRAME DING#: REV:
CWS-958 B
SCALE: SHEET
12 30F6
PARTS LIST
REM PART# DESCRIPTION MATERIAL VENDOR 3 1/a FRAME CORNER
3118• CONSTRUCTION
1 H-1497 Reinforcement for STR ALUMINUM KEYMARK 4 Quiaw
2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 5 1900 SW 44TH AVE.
3 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 6 WWW. FLORIDA 34474
7
WWW. FLORIDA
4 H-6048 Main Frame,Fin,Single Hung PVC MIKRON 1118"
5 H-6049 Frame Head,Flg,Single Hung PVC MIKRON 314" 1/16" 39116" 0 8100 PVC
6 H-6049 Frame Sill,Fig,Single Hung PVC MIKRON O CORNER WELD
7 H-6049 Frame Jamb,Flg,Single Hung PVC MIKRON (ALL SIDES) SINGLE HUNG
8 H-6050 Sash Top Rail PVC ' MIKRON
1:8 IMPACT
9 H-6051 Sash Bottom Rail PVC M IKRON PVC FRAME FLANGE-H-6049 PVC FRAME FIN-H-6048 Q Z 3 Q Z�
10 H-6052 Sash Side Rail PVC MIKRON F O W O <w O p
Z WHO
11 P-3029 Screen Pull tab STEEL HURLEY 115116 W Z 0 Z}I-- m
12 P-3033 Screen Spring STEEL FLASCREEN 13116• r--23/18 z z W Z�w o 0
13 P-3113 Screw Support RUBBER TEAM PLASTIC O O r-0 ci a=I-�
14 P-3218 Screen Frame ALUMINUM FLASCREEN 10 9 e OFIXED MEETING RAIL o Z�5?9 5 z�8)U)
15 P-3226 S line VINYL FOAM DAPA 1 518 1 516" 1 5/8° SCREWED TOGETHER WITH ¢ O Z U U Z p LL U
P 1/16' OUTERFRAME } Q O W O 2 O?
16 P-3321 Screen Corner Key NYLON FLASCREEN q 1/16• �q 1/16• 1:8 2 O r r Z
17 P-3342 Seam Sealer SCHNEE w 0 0�U)0 w U)w
PVC SASH SIDE RAIL-H-6052 PVC SASH BTM.RAIL,-H-6051 LL U)W O-1 rn H
18 P-3352 Setting Block,85 Dur.1/8 x 5/8 x 2 RUBBER FRANK LOWE PVC SASH TOP RAIL-H 6050 a ?=o o w
19 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB W =~of w=
20 P-3539 #8 x 314"Ph PH TEK STEEL FASTENAL o ~ D X 3°
1 112• 1iuuhr'
21 P-3541 #8 x 3/8 Pan Phil Tek STEEL FASTENAL 15116• �0o kjoREW�''h,
11/8• s/s v16" ,%s P rG'..
22 P-3581 Screen Cloth VINYL WIER 3 ti JGP..�oE+�s ..��
23 P-3752 Hole Plug,1/2" NYLON M&M 112" 1• 1 2118• 1118 7/8 No *8201
24 P-3783 Lock,Impact INTERLOCK L 1116•
fns•
25 P-4051 #8 x 11/4"Ph Fh TEK,Wht STEEL FASTENALSASH STOP-S-6025
STATE of .°r:
26 P-4056 Sash Cam NYLON M&M VC SCREEN SUPPORT-5 6013 REINF.TOP RAIL-H-149701..•• P?���
ALUM.FIXED RAIL-H-1636
27 P-4069 Kee er,Impact ZAMAC SULLIVAN .......1-'*
N.
28 1 P-4479 lWeep Housing&Flap Assm. PVC M&M
29 1 P-4638 1#8 x 21/2 Phil Truss SMS STEEL FASTENAL 3/4 t- 114' 1 va
30 P-4959 Wstp.,0.420 x 0.187 back FinSeal NYLON ULTRAFAB 3/4•
31 15/16°a-1031 S1498 ReinforcementforSSR ALUMINUM KEYMARK 32 S-6013 Screen Support PVC MIKRON 3116 1116" �- 116' — 5116•—r 1116•
33 S-6014 Screen Adaptor PVC MIKRON REINF.S.B.RJS.S.R.-S-1498 REINF. BTM RAIL-H-1699 PVC GLAZING BEAD-S-6064 PVC SCREEN ADAPTOR-5-6014 9/22/2017
34 S-6025 Sash Stop PVC MIKRON LUCAS A.TURNER,P.E.
35 S-6063 Fixed Rail Cover PVC MIKRON 15
FL PE#58201
1239 JABARA AVE.
36 S-6064 Glazing Bead PVC MIKRON .045• �1/2•�` 1/16. NORTH PORT,FL 34288
37 FD(ED SEE SHEET 2 GLASS CARDINAL LI I f• 3• -{ 7/8 44 PH.941-380-1574
38 SASH SEE SHEET 2 GLASS CARDINAL 17-113 L SHEET DESCRIPTION:
39 Block&Tackle Balance STEEL BSI 15116- 3 U3/16• ALUM.FRAME HOOK-S-1577 BOM AND EXTRUSIONS
40 Puriect Glaze"H"or Sikaflex 552 SILICONE HENKEL/SIKA SCREW SUPPORT-P-3113
41 #10 x 2"Pan Phil sms STEEL FASTENAL
9l16 9116 7/8" DRAWN BY. DATE:
C FIXED RAIL COVER-S-6063 EMK 09/18/14
42 P-4657 #8 x 11/2"Phil Flat TEK STEEL FASTENAL 43 DWG#: REV.:
43 S-1112 Reinforcement,Hook ALUMINUM KEYMARK 1/16" CWS-958 B
44 S-1577 Frame Hook ALUMINUM KEYMARK
ALUM.REINF.HOOK-S-1112SCALE: SHEET
1.2 4OF6
WIN�r�TEns ILj�
MAX.(TYP.) 8'MAX O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) SEE NOTE 2 4" ,(TYP,)- OCALA,FLORIDA 34474
6'MAX(TYPJ SEE OTE2 WWW.CWS.CC
INSTALLATION 8100 PVC
ANCHOR(TYP.)
SINGLE HUNG
I
M I I Ax.o.c. IMPACT
12 O (TYP.) O
QZ
MAX. F Ow0 O
MAX.O.C. rn W p
(TYP) OZoZ
}OM?:Fn
2Qwo_
Z Z2ZwO OOd<T -F- f
4"(TYP.) _ Z
oC77_��UN
Q ZOU)Z
} <�'OwOO=LLOZ
X INSTALLATION X 2 O F_F-!=Z
ANCHOR(TYP.) l F of U)j O_
I I I w QOw U)O W U)w
4 a. Z1i0_jx0 nI-
a.
(-
I I 1 a0 WFw W�
12 314" d ~ Of d
MAX.O.C. -- -- +++pwullrryr�I
(TYP.) .+ PpMREW T 4�
ANCHORLAYOUT-(FLANGE) ANCHORPLA OUFT-(FIN)
DP-1-70 PSF D + .,JGPy~,CENg6GQ�
No 58201 ?�
STATEOF :4"
<OR)OPO�Z,.
NOTES: rSsIONA
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�STACKOBE 1/4'. USE SHIMS=HERE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE z�
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. 9/22/2017
A I R O T D S M L O AT R ALS I C N ACT 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
SHEET DESCRIPTION:
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 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
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:
EMK 09/18/14
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sca E: SHEET
AN
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) 1:20 5 OF 6
.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE LTJ
FBEE T BLE VVIPIDOW SYSTEPIS
MIN.EDGE DIST. 1/4"40SEALANTBEHIND
SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1BY 8100 PVC
NSIDETAND OUT EALLER E TABLEII ANCSINGLE HUNG
SEALANT BEHIND SEE TABLE I IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q az
PERIMETER SEALANT F- O W O <W O p
ETER SEALANT INSIDE AND OUT O z y Z}O 0_?�m
STALLER LLFzF 3E AND OUT INSTALLATION ANCHOR Z Z= a tr WO
INSTALLATION ANCHOR SEE TABLE 1 O O F O�j a=F�
FLANGE BY'INSTALLER SEALANT BEHIND U U to F-z 0-f-to 0'
SEE TABLE 1 FIN BY INSTALLER O Z O— Z)O—
/ tl \ HORIZONTAL SECTION /—C'\ HORIZONTAL SECTION } Q O W O=O LLO Z
6 TYPICAL JAMB ANCHORAGE 6 TYPHEAICAL FIN D AND SILL SIMIRAGE LAR FOR FIN INSTALLATION F Of }7 p
W OLLCj)WUO w 0)w
Oof 0 in
Of m F- a W�W w
1/4'MAX.SHIM LL 0.
SEALANT BEHINDFLANGE BY INSTALLER *,,%% ORE W�T
SF G�y4
PERIMETER SEALANT MIN.EMBEDMENT No 56201 't
BY INSTALLER SEE TABLE 1
INSIDEANDOUT
SIP* STATE OF :4(i�r`
SUBSTRATE BY OTHERS--// 9� .A,
SEE TABLE 1 SMIN.EDGE EE TABLEDIST.
VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE AIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574
�p1 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
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,
16 GAUGE(0.060°)MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ff1N FULL THREAD
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16' EMK 09/18/14
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG M REV.:
FLANGE 1/8"STEEL(33 KS1DRI
1/8"ALUM.( 5 MIN.)OR GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-958 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116' SHOWN FOR FLANGE WINDOWS. SSE' SHEET
1:2 6OF6
Florida Building Code Online' /
4
�BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts j Publications FBC Staff BCIS Site Map Unks Search
Roll
Product Approval
o- -USER:Public User
Product Aooroval Menu>Application Detail
I
FL# FL20838-R2
` s Application Type Affirmation
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 Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
=� s (352)368-6922 Ext 255
* 3
�. sbrooks@cws.cc
Quality Assurance Representative ]ay Lathrop
,q Address/Phone/Email 1900 SW 44th Ave.
" Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
4
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By. Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
t ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
haps:/'floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgtbxPgODTr%2bXw3Ilhpg57t2LrfrwU%2bno0ogvBGdB206JA%3d*/`3d[1/3/2018 5:32:28 PM]