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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL6890-
r w• Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category =Casement
Subcategory
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL6890 RS COI EvalRepCW�_161C�CA-8400 IMP,pdF
Referenced Standard and Year(of Standard) Standard Year.
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
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 04/20/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/23/2015
Date Approved 06/23/2015
Summary of Products
Model,Number or Name Description
6890.1' 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement.
s of Use Installation Instructions
('Approved for use in HVHZ:Yes FL6890.R5.1I_ WS-.161CC -114 —P f: d—
_ _ C _ A _
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 FL6.8..90.,._R5AE.,_.DuPont_PVB._NOA_13 0129,.,27'.p
psf,Max.size 37"x 72".Outer lite in I.G.to be fully tempered R E.,AE...EvalRep GWS=161C(CA 8400,IMP�.pdf
when used 30 ft.above grade in HVHZ.Glass complies with FL6890..._RS_AE_Quanex__(Mikrgn)_NOA 12_1017__02..pdf
ASTM E1300-04. Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,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
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:
r
GENERAL NOTES:
CASEMENT - LARGE MISSILE IMPACT
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED. 'YSTEM. I j
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC);CURRENT 1900.Sw 44TH AVE.,
r- 381/4" - - EDITION INCLUDING l HE HIGH VELOCITY HURRICANE ZONE-(HVHZ)"" "OOAtA,-FL6RIDA•34474
MAX.OVERALL 38 1/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS Www.cwS.CC
FLANGE WIDTH MAX.OVERALL FLANGE WIDTH I. DEFINED IN ASTM E 1996 PER THE FBC.
37 i
UNIT WIDTH
UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 5400 PVC
.. 1
.. ' 35" ---I' _-'--: 35" I
' f MAX.SASH WIDTH 'CASEMENT
I t'
MAX.SASH WIDTH _ I I� 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR I
III. RIGHT. III(IPA.IC
7 —r - ---- - - — III w-y---
1 I j 1 4.DESIGN PRESSURES:
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND A o
GLASS TABLES ASTM E-1300-04. °D o
I I I I 1 .-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,'WATER I o a o'o
I 1 I - -- - I INFILTRATION TEST PRESSURE,AND GLASS TABLES,ASTM�E-1300-04. �
731/4" � '� Ir LLl W '
Uj
MAX. I / I I I 5 THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FORIINOSTALLATIOND IN i_I - ¢ ¢ m
! OVERALLANCHORAGE:THE 33 1/3%
FLANGE 1 HEIGHT
MAX I I I DETAIL.WIND LOAD DURATION FACTOR Cd=1:6 WAS USED-FOR WOOD m m 10.
OVERALLI I B I I IANCHOR CALCULATIONS. LL LL
I / I FLANGE I B o to
HEIGHT I I $ N >
I \ 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE I IS
IS w
NOT REQUIRED.
I I o o ¢ a
72" X I65>12 63" 7.ALL FRAMES AND VENTS FULLY WELDED. a U
MAX. i ,` I DLO 1 UNIT I I o o U W
/ I 9.THE DESIGNATION X STANDS FOR THE FOLLOWING. c > m o I
GLASS DLO 8.SERIES/MODEL DESIGNATION CA-8400.
GLASS
UNIT
HEIGHT HEIGHTi
U in ¢ O
X=OPERABLE SASH = ---
i elf 61"
I MAX. / ` `y»C1u0RnEN4r1pr
70" 10. TI N LLOUAPPLY TO ALL ELEVATI INASIMILAR
p
MAX. ?.-*�CENgF'y•T•
'4Q�'��'
,
SASH E HEIGHLOCATION. 4 .
tn:
HEIGHT D`' I I1 No 58201
II \
I I!�6
Lucas A.Turner -°' '�;
:9 STATE OF 4/`
# — ——— —— — - 20157Q4-18 �:`(o R 1oP
!--� — i —-- ———— - A 22:00-04:00 s '
%. S C?
'err/ON AI-E �`
I GLASS DLO i-
�' -- --- RIGHT HINGED-SHOWN
GLASS DLO 4/18/2015
LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE
' RIGHT HINGED-OPPOSITE 'j LUCAS A.TURNERR,,P.E.PP.E.
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
NON-HVHZ +/- 65 PSF DRAWN 9V: DATE:
GENERAL NOTES 8 ELEVATIONS.......1 37"X 63' ADE 05/05/07
GLAZING DETAILS.....:...........................2 HVHZ +/- 6.7.5 PSF „. ---- --
SECTION VIEWS....................................3 LARGE MISSILE IMPACT !DWG REV.:
EXTRUSIONS 8 B.O.M...........................4 NON-HVHZ +/- 65 PSF 1 CWS-161 c
---W
AN
ANCHOR SCHEDULE 8 NOTES............5 37”X 72" Isciwc -- SHEET
INSTALLATION DETAILS.....:.................6 - -"HVHZ t/- 67.5 PSF� I 1:15 1 OF 6
-----------— -
SYS E.111S
1900 SW 4,TH AVE.
. OCALA,FLORiDA 54474
• WWW.CWS.CC
8400 PVC
CASEMENT
IMPACT
7/8"OVERALL .__.--__.__-7/8"OVERALL w rn n T1.
1/R"ANNEALED or TEMPERED - -----•—118HEAT STRENGTHENEDor TEMPERED------ - 7/16"AiR SPACE r` 7/18"AIR SPACE G- w w r�
Q Qlm
5/Iti LAMINATEDGLASS 5/I6'LAMINATED GLASS - '- -- -----
"' I -- _--1/8"ANNEALED 1/8'HEAT STRENGTHENED m m I O'
-.090 DUPONT TPVB INTERLAYER >
= ^�.090 DUPONT PVB INTERLAYER N N I>
z
--^=-1I8"ANNEALED —1/8"HEAT STRENGTHENED ¢ ¢ O cc'
' SIKAFLEX 552 OR
. . I r
I
' �_'�! PURFECT GLAZE"H" I -1 �'P RFECT GLAZE H
' oda
U-----------r a a L)i U
IKA L
� oI
1/2' GLASS BITE 1/2"GLASS BITE I. I
L L�_ �_
rl _
U m ¢
J IO
1 1
,%ILI not/q ._
No 58201 '•P
,13 . STATE OF :'�:
G
' 10 N A�- ?a`,•`
GLASS TYPE A GLASS TYPE 6 "rot,,,
t t t t 1111 r"
i
4/18/2015
LUCAS A.TURNER,P.E.
PL PE#58201
l1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWNBY: DATE:
MAX UNIT SIZE MAX POS. DP GLASS TYPE AD=_ _ os/o5/o7
iUVJG p:
37" x 63" +67.5 A CWS-161 C
37" x 72" +67.5 "B !scnLE: SHEET
--- - 1:1 2OF6
r.
JV'IND1Al? SY TEi•18o
i 1900 SW 44TH AVE.
' -• INTERIOR X35 'i3) - OCALA,FLOniuA 34474
www.cws.cc
!291 !22: Ij l ISD
8400'PVC
-CASEMENT
IMPACT
15
32
�—
• 4 [ asp-. {'I-�-f- - ------!i
LJm I — =-_ - a F
f, off] —,—' �'I o ? oo . '
Llee
1 1 Ww
W O O T
51 ® 4' 31• 8 � 5 12) 15�47 18; 3; I F- ¢ ¢ m
. _ SECTION VIEW B-B f I z
4
J
C2— I f j 3 IN c�
a- a Q a
Vim.—J LY,I i I w ~ aCc
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U W
> > m
I '
INTERIOR L -L c7 m <L
RE 6V"T 4�
-{nol � ���S:��GENS�L�Qi•
[ v. No 58201
® 1J O:. TATE OF :�L.
.38� a � �
49 � 4!1812015
LUCAS A.TURNER,P.E.
J 5 _ FL PE#58201
mo __ o 1239 JABARA AVE.
2
J- NORTH PORT,FL 34288
461 (3_9) PH.941-380-1574 '
jSHEET DESCRIPTION:
SECTION VIEW A-A
• � � SECTION VIEWS
ALTERNATE FIN FRAME
DRAWN BY: DATE:
I ADE 05/05/07
..
[DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY:
f CWS-161 C
14,18-17,19-20,25,27,32,34,37-39,4L•,44-45,5C ISCALE:'- -- SHEET
'1:2 3CF6
w
-. ... '• ----- - -----..---- ------- ---------- ME AND ----
LI -_31/8•.—
ITEM_ . PART# DESCRIPTION VENDOR MATERIAL I _, -� SASH CORNER �j���® �
PARTS ST FRA
1 H-60306 FR.,CASE.,MAIN,HEAD MIKRON PVG CONSTRUCTION
2 H-60308 FR.,CASE.,MAIN,SILL MIKRON PVC Q I�I I�l 1900 SW 44TH AVE.
2: OCALA,FLOPMA 34474
3 H-60306:.. FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC y; 7/32" -- WWw.CWS.CC
4 H-60306 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC i LJ ;C4
5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321132" J 27/32'
6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC 1-- 9400 FVC
7 H-6008. SASH,CASE.,BOT.RAIL MIKRON PVC �� I� tns PVC GLAZING BEAD CASEMENT
8 H•6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC ! po CORNER WELD
9 H-6008 SASH;CASE.,SIDE RAIL,LOCK MIKRON PVC I lJ S-6064 (ALL SIDES), EMPACT
10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM
--` - —'' -- KEYMARK ALUM PVG FLANGE FRAME n
11 H-1593 SCREEN RAIL,TOP/SIDE - T-rte �' w
12 GLASS SEE SHEET H-60309
m � r`
13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER I ' o a o 0
211132"— I !
14. P-3029 SCREEN LIFT-OUT SUMMIT 1 7116• t
21132"---- ---���
15 P-311.3 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 69 J�1 ( i Q ¢_ m
16 P-3195 SCREEN SPRING,NO HOLE TENSION 7)
17 P-3197 SCREEN CORNER KEY M& t/76
M NYLON o �; ' v1s— I I o o z
18 P,3217. , WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2 va m m p
19 P-3228_ SCREEN SPLINE,.155 DIA,BLK 9) COIL, -4491 P-4050
X.656 COIL,.OS X.437 � N $
DAPA 1116. P-44 z U'
20 P-3281 SPACER,DURASEAL,SEE SHEET DURASEAL TRUSEAL o w
21 P-3342. SEAM SEALER,SM-5504 SCHNEE SILICONE 1 .- PVC SASH II o o QIg ¢
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB H-6008 i w Iw a Im
23 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL,SIKA 1 o o
24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW I >__>_ mo__
25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER -'
T-_`�
17/32" 17132'-i
--� U a1 4 O
26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 1- I _ z`-
27 P-3613 CWS LBL.(LOGO) -v01 J i ,�tlunrrgrrr
28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 1 0/32 40"
..1116 19132 16 �� IEr29 P-3752 CAP PLUG, 1/2"HOLE M&M NYLON 1t�:i�GE'P+ G30. P-3881. TEMPORARY LBL.(NFRC/DP) 6
31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE =v No 56201
H-1592 H-1593 r:• .*
32 P-4003TIE BAR GUIDE,ROTO.HDWE. ROTO SS
33 P-4004 #8-32 X 112"PH PH,MS,SSLOCK HDWE.ROTO FASTENAL SS ' �=
( ) i �'Sl V STATE'.' OF
34 P-4005. SUPPORT PLATE,LOCK,SS,ROTO HOWE. (Use w/P-4006) ROTO SS A' ?.,:
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,.WHITE ROTO SS 31/s" 314 -j—1 !,Cc• '•:O R 1�•''Cj.`
36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS I— r,rrONA�111.`
37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE,(13") ROTO SS s� vis" 3/32"
38, P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS -- I g:7—
39 P,-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 4118/2015
40 P-4014, HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) _ ROTO -ZINC 5-1505
--� LUCAS A.TURNER,P.E.
41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS I FL PE#58201
42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4112" o 1239 JABARA AVE.
43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.;ROT FASTENAL SS vis
NORTH PORT,FL 34286
44 P-4024 GASKET,ROTO OPER.,ROTO HDWE., 1/16" HOP 112--- l PH. 80-1574
45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7132"- 3„ _ SHEET DESCRIPTION:
.46._ P;4050 -. .EINF.COIL-ALUMINUM,5052-H32(.050 X.437),_HD PRECISION STEEL ALUM 15,
47, __P--.4.043 _ STRIKE,MULTIPOINT M&M NYLON i � 1" T� I BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLAT TE K,SS FASTENAL SS 1 SCREW SUPPORT i
49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY:-7
DATE:
50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/C5/07
51 S-1505 REINF.CASE.SASH KEYMARK ALUM DWG a' REV.:
52 S-6064. GLZ. BD.,7/8" MIKRON PVC 1 CWS-161 C
scnLE: SHEET
NOTE:ALL EXTRUSIONS AHE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6-
72,1/2"MAX.O.C.(TYP.) .. 8"MAX.O.C.(TYP.) SEE NOTE 2� i .`7 +'7, //��//j`
-- SEE NOTE 2 4"MAX.(TYP.) Q390m-
6"MAX.(TYP.) I. s.Y�SF.%�fm'•..'y'STE rill
4"MAX.(TYP.) I
6"MAX.(TYP.) - _ .. O.C.(TYP.)-----j 1 SW 44TH AVE.
6°MAX 0
SEE NOTE 2 OCALA,FLORIDA 3~474
6"MAX.(TYP.) I .{.�.
+T -SEE NOTE 2 4"MAX.(TYP.)
6"MAX.(TYP.)
•/' I 6° - h 8400 PVC
10 I ,. (TYP.O.C, I -- if/ CASEMENT.
MAX.O.C. I / MAX.O.C. .IMPACT
. (TVP 1
gyp.)
1 / r o
I
W
1,43/4" ( ( m o F-
X MAX.O.C. \ xX ( i7-5 0
.: (TYP.)
I \ I I I.-INSTALLATION I W O j-
\ ANCHOR(TYP.) F- Q-G CO
. - INSTALLATION "T - - z ..
ANCHOR(TYP.) W a O.
I I I I m m
INSTALLATION
ANCHOR(TVP.) ( N
\ I I 1 Z W
d
_ W W W
4
4 4 7 U
'---� 6"THRU FRAME ANCHOR 6"THRU FRAME ANCHOR Ca a m w
ANCHOR LA NCHOR LAYOUT-(FLANGE)
HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.)
FLANGE) v m ¢ O
FOR UNIT TO 72"/' FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN)
/ FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" „tyyynurt���
< �' OREbV
No 58201
NOTES: --'33 STATE OF ' +
O a fru:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i� • 0 R 1 P•�
Ca
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. y
'-3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/18/2015
i------ -- ----._.__"
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,W ITH 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. ISHEET DESCRIPTION:
`iNSIALLAT'K7NS'TfJ SOLID CONCRETE OR GROUT-FILLED-CMU MAY,I NBLUDE 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. DRA�wN aY: 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 TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED: DWG rr: REV.:
C .
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
L--------------- -----------------
: FM VAAT0A'100(FIN WINDOWS);FMA(AAM'A'200(FLANGE"WINDOWS), FMAWrDMA 250(BO X WINDOWS),FMA/AAMAPNDMA 300(EXTERIOP,DOORS) ISCALE: SHEET
'1:20 5OF6
MIN.EMBEDMENT - '1 1 ��]�9®m,
' SEE TABLE 1 SUBSTRATE �>trtr
TYPICAL HEAD ANCHORAGE ' I BY OTHERS ( •f€R3DCM'_Y.t EM
INTERIOR 1/4'MAX.SHIM--I - SEE TABLE 1 MIN.EDGE DIST. ----� SUBSTRATE 1900 SW 44TH AVE.
. SEE TABLE 1 I _ BY OTHERS I OCALA,FLORIDA 34474
' � '- � --MIN.EDGE DIST. � - � f- - 1 '� � L � I SEE TABLE.1: i '
SEE TABLE 1 1/4"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 f �� SEE TABLE 1
MIN.EMBEDMENT
(❑� __-� I—I�� i84L0�0C 111PlVC
.,:.PERIMETER SEALANT-=- 'SEE TABLE T INSTALLATIONANCHGR-{�- a ', •CAJCIVIENI
BY INSTALLER' .SEE TABLE 1 u rl
INSIDE AND OUT _ n =-1v—_L U MIN.EMBEDMENT
SEALANT
B NGE INSTALLER �'1/4"MAX.SHIM .. .. SEE TABLE,' 'IMPACT�'7-!
- L
--- -7—
PERIMETER I o Hw-
' '--PERIMETER SEALANT U n BY INSTALLER I , M a ch 0¢
�LSoo INSIDE AND OUT L I o 0
.. BY INSTALLER — --
Lu
INSIDE AND OUTQ ¢
INSTALLATION.ANCHOR W O
SEALANT BEHIND
I - SEE TABLE-•? ,_ m
----
FLANGE BY INSTALLER SEALANT BEHIND I 'i 1(n
FIN BY INSTALLER U U ZO
• I INTERIOR S HORIZONTAL SECTION I'F' HORIZONTAL SECTION
I
INSTALLATION ANCHOR - F -— I ) e Q
SEE TABLE 1 `,,6 i TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE f ! I o j
HEAD AND SILL SIMILAR FOR FIN INSTALLATION I '�. Q I .I Lu:
q I w w
0. a SIF
NOTE:ADDITIONAL THRU-FRAME ANCHORS I ! w o -
Q (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE ! ! a < U
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. I j a a I m w
o �ILL;O
i- /4"MAX.SHIM "i U n <10
SEALANT BEHIND f
FLANGE BY INSTALLER
I( � �� ,tt�l lTl�hl7sl
i ,payP�iDR�by
G.
PERIMETER SEALANT— MIN.EMBEDMENT . Ng':�%}�,�y
BY INSTALLER JO F •.v„�
SEE TABLE 1 _
INSIDE AND OUT � .! `y.' No 582111 '•-P�'
SUBSTRATE BY OTHERS /�
SEE TABLE 1 _ I MIN,EDGE DIST. I-10� STATE OF /U:
SEALANT UNDER SCREW—� '- SEE T BLE, L� j SOT `,;��
HEAD BY INSTALLER ; A VERTICAL SECTION a .I %Fc�.s.O R 1•
6; TYPICAL SILL ANCHORAGE 4q��ONA�Ett��
z
O � 4/18/22
TABLE 1:APPROVED.INSTALLATION FASTENERS - -
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. ,P.E.
FL PE#LUCAS A.TURNERRNER
58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERI ' _- 12:39 JABARA AVE.
""
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER METER SEALANT--- NORTH PORT,FL 34268
PH.941-380-1574
INSIDE AND OUT
' FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON � 1" 1" � -"p'� HORIZONTAL SECTION
F GROUT-FILLED CMU(ASTM C-90) - 3y-6'�'O-DLT13fl6�N 1 1/4" -- 2 1/2 - SHEET DescRlPrloN: -
- _ \6_l BOX FRAME INSTALLATION
FLANGE 2X MIN..SOUTHERN.PINE(G-0.55) .� 3/16 ITW l-APCON 1 3/8, 7/8,,,- = -- HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
F E 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD 1-3/8"• 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 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
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED IDWG N: REV.:
FLANGE 1/8"ALUM.( 5 MIN.)OR GRADE SSELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C
1/8"STEEL(3333 KSIKSI DR)MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE:
FIN 2XMIN.'SPHUCE=PINE-FIR(G=0.42) #8 WOOD SCREW' - "' 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. - - SHEET
1:7, 6 OF 6
4
rss
-
,;z`� � .;;fir F ._.,...,.,,.,._. Y� ..•_ �I{�•.�...:_.'" "4� int .ti L.i t.s«
->^i;�`x='.,n•1..,-� BCIS Home Log In - User Registration =. Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map _ Links Search
Business --
(� .,0 �Product Approval
Professional USER:Public User
1� fixIV!
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL13010-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative )ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Fixed
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/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1.996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/19/2015
Date Validated 11/23/2015
Date Pending FBC Approval
Date Approved 11/23/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138_1357.pdf
Approved for use outside HVHZ:Yes FL13010..._R4._C.._CAC_CAR 138-1362.pdf
Impact Resistant:Yes FL13010_.R4.C_CAC—CAR_i38-562_.pdf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019
detail for.DPs.Large Missile Impact.In HVHZ may only be used Installation Instructions
up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R4 II_CWS_433C(PW-8150,72x76 IMP).odf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010._R4__AE_._EvalRep CWS-433C-(EW-8150,,72x76,
IME),pdf
FL130.10.__R4.,_AE...Kurara,y_PVB_NOA_140916._10..pdf
FL13010 R4 AE Kurara,y.SGP NOA.14 09.1...6,._ll,pdf
FL130.10_R4_AE_Quanex., Mikron)IVDA 12=1017 02.p_dF
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010. R4 (:;__QAC CAR 138-261e2.pdf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-705e2.odf
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-706e2.odf
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other:Large Missile,Dp= +/-67.5 psf,Max.size 74 1/8"x 08/12/2019
72".Outer lite must be safety glass above 30 ft.in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010_R4_II. CWS=5108(EW-8150,CONTHDSL.IMP4_pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010..._94 AE DuPont,_PVB NOA 13=0129..27,pdf
FL13010 R4_AE_EvaLepNT
_CW$_5106(PW=8150 CQHDSL'
IMP).,pdf
FL330.10_94.,_AE,..,Qua nex„.(M i kron�_NOA_12 1017.__02,.pdf
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120”x 48".
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C_CAC CAR 138-258g2.odf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-481e2.pdf
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-482e2.odf
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other:PW-8300,120"x 48",DP=+/-70 psf.Large Missile 04/09/2019
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010._R4_II CWS_373B(PW-8300,120x481MPj4_pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010__R4.,_AE_.__DuPont,_SGP NOA_11 0624„._02.pdf
FL13..0.10 R4 AE Eva lRep,_CWS.._3736�(PW 8300,120x48
IMP).,pdf
FL13010_R4 AE_Quanex..(Mikron�NOA_12 1017 02�df
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1093.odf
Approved for use outside HVHZ:Yes F_L13010 R.4 C CAC CAR.138-1320.pdf
Impact Resistant:Yes FL13010_R4 C CAC CAR.138_250e2.pdf
Design Pressure:N/A FL13010 R4._C CAC CAR 138-274e2.pdf
Other:Large Missile Impact,See Installation Drawings for FL130.10__R4 C CAC CAR,_138.457e2_pdf
Max.size and DP's.Outer lite must be safety glass above 30 ft. FL13010 R4 C CAC CA_R_138-465e3_pdf
in HVHZ.Glass complies to ASTM E1300-04. FL1301.0 R4 C -1 Of
FL130.10,_.R4,_C CAC.._CAR.._138-730e2,pdf
FL13010 R4_C_CAC CAR..,138._739e2_pdf
Quality Assurance Contract Expiration Date
04/29/2018
Installation Instructions
FL13010 R4 II CWS-1590._(PW-8300,._72x76,.IMP4,.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010 R4 AE DuPp.nt_PVB NOA 13=00129_Z7.pdf
FL1,�010._R4_AE,,_DuPoOt$GP NOA_11,-0624,02.,.pdf
FL13010 R4 AE_Ev_,alR.�p CWS 159D(PW..8...300,72x76,.
IMP�,:pd..f
02_pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,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
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:
I --�
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
;.MC,;dsr:sTs
I TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) r 1,900 SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
_ 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
'MAX.OVERALL FLANGE WIDTH
MAX.OVERALL FLANGE WIDTH 8300 PVC
r—
__ ___ ________ 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT WIDTH .• MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. I PICTURE WINDOW
I
45118" ---- 691/8" j IMPACT
I 4.DESIGN PRESSURE RATING:
! GLASS DLO I ---_-------- GLASS DLO----------- _
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
—� AT � -- ---------------- GLASS TABLES ASTM E-1300-04.
T---= _— — ———— —— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
T I I I I INFILTRATION TEST PRESSURE AND GLASS TABLES i a
I I 1 I I I ASTM E-1300-04,I1/3%
! o p C)77 1/4" I I -�
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED `1 w w
I I MAX. I w O Y
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I- w ¢ ¢ m
73 1/a" I 1
OVERALL
I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ' z o 'U3
MAX.
I II i
I I ANCHOR CALCULATIONS. I I LL°_jou' :z
j
FLANGEOVERALL HEIGHT OB 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHHEGHT UTTERS ARE NOT I75LL
1 76" I I I REQUIRED. $ ¢IN m 2!w
w MAX. Uiwlz Q
I 72" UNIT I '� I 7.ALL FRAMES ARE FULLY WELDED.
MAX. I HEIGHT d o
HUNIT
EIGHT I I i I I 8.SERIES/MODEL DESIGNATION PW-Q300. I ¢ a l
o oio;ow:
1 I
731/8 I I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
GLASS 0=FIXED SASH.
69 1/8'
GLASS I I B '1 DLO I I I m U I m I Q O'
DLO I 1- 1 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I —�
i ; I e I I LOCATION. ,�.�`�PP50REly�����
��5.��cei•.s�.,4'ti
I i -
8
`�' 58201p
No
� I 1 I I
L A�` A Lucas A.Turner
�8 2015-04-11 STATE OF :4U
1 .
15:04-04:00 0T .� .24;.:
j S�ONAfi Epi``, I
z�
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
I SHEET DESCRIPTION: -
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2
GLAZING DETAILS.................................3 ANY 48"x 72" +/- 55 PSF ADE 05/05/07
SECTION VIEWS....................................4
I EXTRUSIONS&B.O.M.....'......................5 NON-HVHZ +/- 65 PSF LARGE MISSILE IMPACT owGREv.:
I
ANCHOR SCHEDULE&NOTES.........6-7 72"X 76" CWS-159 DHVHZ +/- 67.5 PSF
i .INSTALLATION DETAILS.......................8 SCALE: SHEET
1:20 1 OF8
i I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
i WWW.CWS.CC
i
8300 PVC
PICTURE WINDOW
_.. IMPACT
FULL ELLIPSE("OVAL")
m
PULL CIRCLE ..----- ' - - - --- � i
of
TOMBSTONE I o `Iw
I O O N O �
Woo
I- l}
W Q Q m
cnt
OILL ¢ zl
l t O LL
- N ¢ N
wlw w z O
I I w w w w ¢
' I
¢�, a W
1/2 CIRCLE I o calm aio
I I, � 1�111i11i1177 ---
OCTAGON
TRAPEZOID `�. No 58201
O�. STATE OF ,
i NOTES: I ��fi�S�ONplitfill
LE?``�`
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. Z�
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
i 1239 JABARA AVE.
RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR ;sREETDesCRiRnDN:
—----
_ SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE I
TRIANGLE iARCHITECTURAL SHAPES!
' iDRAWN BY: DATE:
i ADE 05/05/07
DWG A: REV.: 1
CWS-159 D
SCALE: SHEET
! 1':1 20F8
i
I 1909SW 44TH AVE.
OCALA,FLORIDA 34474
- -- WWW.CwS.CC •_
8300 PVC, f
PICTURE WINDOW I
IMPACT j
on�til
I
1 1 i I s
1 f _O O a
W Y W W
------- —1"OVERALL H..--._.— -1"OVERALL
i i. ZO U w z�
--j i 3116"ANNEALED or TEMPERED --y 3116"HEAT STRENGTH or TEMPERED o au O
a
�--- 1/2"AIR SPACE �-- - —3/8"AIRSPACE
i 4 7116LAMILAS
LAMINATED
' GS 1 i 2 ¢.z O`W
-[---•5116' I
' �. i i I a Q a Q CL L'01
118"ANNEALED -- 3116"HEAT STRENGTH i
o
090 SENTRY GLASS TONOPLAST INTERLAYER INTERLAYER DUPONT PVB p p
a
118'ANNEALED 3116"HEAT STRENGTH p'
T rL
WalU
I
PURFECT GLAZE"H" �;} 3 PURFECT GLAZE"H" �-
1
i I IKAFLEX552SIKAFLEX552
r
c t f I � { ♦� (1 rir
�..• 11 112"GLASS SITE {t0•— t� 1/2"GLASS BITE ' �+j�+;'�,.ti F'•._'r .,,
it 0' r F..----•{ 1} "�...:I .i---�- ".1. No 58201
/7 -'�- - -- `7`:
STATE OF �L;/:1
^-J i r'rrrirs jb N Als,
GLASS TYPE A GLASS TYPE B �• 4/1112015
. LUCAS A.TURNER,R.E. !
FL PE#58201
1239 JABARA AVE.
NORTH PART,FL 34288 .
PH.941-380-1574
SHEET DESCRIP710N:
GLAZING DETAfCS -
GLASS . MAX.SIZEDAT
;DRAWN 81: E 1
:
TYPE W x H ADE 05/05107 `
"WO a: REV.:
DP+/-55 A. . 48 X.72. i CWS-159 D
'�
;SCALE:
LE:: .
DP+/-67.5. S 2 X 76..`,j, :SHEET
c '1[1 30F8 -7..
i
�3r Cit l�f� s
\ i 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC J
8300 PVC
bo' ��e, �6 PICTURE WINDOW
Li8 / IMPACT I
I
_
10 W'
L I -
i W Y W W�.. I
i I W W < O ? 1
1 ZI- W zi
SECTION VIEW B-B m LL I I ,O:
i ,._I ,10� X11 11i 10 i LL LL _� LL 175l
NWI� wZ >I
W
w U
w-
<
Q U Cti
' oI2 D:d tL
U
o ciao U
INTERIOR �> >'� o
I -i—
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No 58201 `P
:90.• STATE OFONACa
SSC4 �
1
Li
m
4/ILUCAS A..TUR 5
TURNER.P.E.FL PE N 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION: -
i
:
SECTION VIEW A-A SECTION VIEWS
i I
'DRAWN By
DATE:
ALTERNATE FIN FRAME ADE 05/05/07
DWG k: REV.:
CWS-159 D
,'SCALE:— I SHEET
1:1.33 I 4OF8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM ,PART-k DESCRIPTION VENDOR MATERIAL
1 H-60068 FRAME, PW, MAIN, HEADMIKRON PVC 1900 SW 44TH AVE.
2 H-60061 FRAME;PW, MAIN, SILL MIKRON -PVC OCALA,FLORIDA 34474
WWw.cwS.Cc
3 H 60p6B FRAME, PW, MAIN, L. JAMB _ MIKRON PVC —
4.. H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC
! —CORNER WELD(ALL SIDES) .8300 PVC
5 H,6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE t!0 PICTURE WINDOW
6 P-3113 .SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER i
IMPACT.
i 7 P-3352 SET. BLK.,85 DUR.,'1/8"x 5/8" x 2" LG. FRANK LOWE RUBBER
8. .. PURFECT GLAZE "H", SIKAFLEX 552 HENKEL/S!KA SILICONE !! 'I a
( rn
9 P=3752 CAP PLUG, 1!2" HOLE M&M SILICONE o. a 1L
I , ;
t7 N O O f-
1,0 S,,6064 GLZ. BE., FXD. (1" 0.A. 1.G.) MIKRON PVC _
11 1GLASS ISEESHEET3 i w :g o a-
<
m
U O Ow
-----3 1/8"---- .. ------3 1/8" ----- I ! I mLL a LL v :O!
1 i i I i QLLom �
O J I I N ¢ N W Z w
O ¢'
U
II(tIIII I ! o 0 0 0 �
21/16" �u 1/16" �� - _ O
f�t 1/16"
' Z
�l' 10 RE l
t 1I/2" ! y. No 58201
PVC FRAME FLANGE-H-60068
D9 STATE OF r4/:
PVC FRAME FIN-H-6006A
i
-4/11/2015
-{
LUCAS A.TURNER,P.E.
7/8" v1s"- 10 L`U2" 3" FL PE#58201
3/1s
1239 JABARA AVE.
8 -
_ O NORTH PORT,FL 34288
PH.941-380-1574
i SHEET DESCRIPTION: - i
" SCREW SUPPORT-P-3113
.. PVC GLAZEBEAD-S-6064 •- �' EXTRUSIONS&B.O.M.
I
'DR~WN BY: DATE:
ADE 05/05/07
_ DWG IJ: REV.:
f
CWS-159 D
- - - iSCALE:
`— SHEET �
-- 1i,1 ., 50F8 �
•
14"MAX.O.C. TYP. ., �(y(S'ggama
( )—_.-- 4"MAX.(TYP.) 8"MAX.O.C.(TYP. 't?';��i�'�r�"-ai MT MS
6"MAX.(TYP.) 1 . SEE NOTE 2 —�I --- ) r--SEE NOTE 2 1900 SW 44TH AVE.
I
I .... 4"MAX.(TVP.)—
6"MAX.(TYP.) T I——I —tom•— — W W W.CW3A 34474
CC ;
I 6•. �— j 8300 PVC
I I MAX O.C.' PICTURE WINDOW
INSTALLATION
--INSTALLATION (TYP.) I I IMPACT
• 14" I I ANCHOR(TYP.) i I ANCHOR(TYP.)
MAX U.C.
(TYP.) ! •., i I r ��' v m
o rn co n w�
V O O O I
I
wY� oo >
I I I 1 w ¢ ¢ m
00U0I z
I
°'
NcNIIZ Lu
... I I w w w w U
r;
> > > sic
—I__ � ANCHOR LAYOUT-(FIN) r
ANCHOR LAYOUT- FLANGE -�I
DP.!-55 PSF U m ¢!O
DP+/-55 PSF _ I Z
a�lUnnrr/�
`�aT�aP-ORESt.
Cl
No 58201 '.
NOTES:
:9 STATE OF :4U10, �
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. '0 '. R
2.SHIM AS REO 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. r
3.ANC:-TOR'I_YPE,SIZE;SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 4/11/2015
4.A4L4NSTALLATION 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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
..I'5,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOTBE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 8.
PH.941-380-1574
rSHEET 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. ANCHOR SCHEDULE&
' INS-TAMATIONS ITO•SOLTD CONCRETE OR GROUT-FILLEDOMU-MAYANCLUDE'BUT'LO'NOI+REQURE IX WOOD BUCKS Bt fWEEN-I HE PRODUCT AND SUBS T riATF.- NOTES
-!NSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
i DRAWN BY: DATE:
7.-A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
ADE 05/05/07
18.WOOD OR MASONRY.OPEN I NGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. iDWG a-- REV.:
SUBSTRATES SHALL MEETTHE"MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET;SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY IVOT BE CRACKED. CWS-159 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
"'-F-IIA/AAMV:100(FINWINDOWS),FMA/AAIdA200(FLANGE'WINDvWS)';'Fi14A/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORSj--- —�_ — - — --- 1:20 I 60F8
. 4"MAX.(TYP.) B"MAX.O.C.(TYP.)
6"MAX.(TYP.)— 7 5/8"MAX.O.C.(TVP.) SEE NOTE 2 —�– 1900 SW 44TH AVE.
j 4"MAX.(TYP.)– i .. —SEE NOTE 2 OCALA,FLORIDA 34473
6"MAX.(TYP.)
i. v4ww.Gws;cc
I I I I 8300 PVC
75/8"
-4
I MAX I PICTURE-WINDOW
MAX O.C. I I oo' IMPACT' I .
(TYP.) I I (TYP.)
I
I ,O I
�
INSTALLATION O;•
ANCHOR(TYP.) INSTALLATION
ANCHOR(TYP.) J 1 t w Y w w •.,
I I I � Lu a ¢ Do
" -0 ° z
I i i i i i mLLOLL Io
i ^
i I I I I I ¢ w ¢IZ O',Lu
w
I I I I o Qw u,
I f w w w w
U I
¢
—————————————— I I a a w
�. o Uma,O
Z; . I
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) RESy,���i�
DP d-65 PSF DP./-65 PSF `��� �. -•- T ��
N G
v. No 58201 'A
NOTES: ;P STATE OF ;/LC
4u
i
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. �i�(cu• R l C. G��`
2.SHIM AS REO 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 � S/ONA� SN���`
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. L
11 ,
3.ANCHOR TYPE,'SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
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 TLUCAS A.TURNER,P.E.
REATED WOOD MUST FL PE#58201 '
BE PROTECTED TO PREVENT REACTION.
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 8. I PH.941.380-1574
SHEET DE$GRIPTiOfJ:
�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. � '
"iNSTHtLATiONS TO_SOLID CONCRETE OR GROUPFILLED CMU-MAYINCL'UDE'BUl"UO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT'AND SUBS I RATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
i 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
DRAWN BY: DATE:
ADE 05/05/07
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. iDWG 0: REV.;
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: E
'FidA/AAtv1A 1,00(FIN WINDOWS),'FMAiAAMA200(FLANGIE W INDtOWS(,'t-MA/W DMSHEET
A 250(BOX WINDOWS),FMA/AAMA/VVDMA 300(EXl ERIOR DOORS) 7 8
-- —_—_ 1:20
i
MIN.EMBEDMENT
i TYPICAL HEAD ANCHORAGE SEE IABLEI -----SUBSTRATE
BY OTHERS
I 5Fz 5'STs?5
1/4"MAX.SHIM---� SEE TABLE 1 1900 SW 44TH AVE.
. _-- j MIN.EDGE DIST. —SUBSTRATE
_ -.--i--MIN.EDGE DIST. --- SEE TABLE 1 BY OTHERS ;OCALA,FLORIDA 04474
' ! SEE TABLE 1 j r - SEE TABLE i
' 1/4"MAX.SHIM--i WWW.CWS.CC
SUBSTRATE BY OTHERS '. MIN.EDGE DIST. I I
SEE TABLE 1 - -- T. SEE TABLE i
` MIN.EMBEDMENT
PERIMETER SEALANT---:-- ,. SEE TABLE 1 INSTALLATION ANCHOR-
8300 PVC
BY INS TALLER ! SEE TABLE i
I
INSDE AND OUT �_.._L ❑�7 I. PICTURE WINDOW
u j MIN.EMBEDMENT
_ SEE TABLE 1 IMPACT
SEALANT BEHIND / ^^� -� _ (-lO / C3 1
FLANGE --
81';iJSTALIC-R __---_-
L-1/4"MAX.St IIM
i
_ ❑ `--PERIMETER SEALANT raj c°a o o H
PERIMETER SEALANT �O BY INSTALLER
NSTALLER INSIDE AND OUT
IN T--
o c��
INSIDE AND OUT —INSTALLATION ANCHOR I w Y w w
----SEALANT BEHIND SEE TABLE 1 I I i F- iiw ¢ Q m
FLANGE BY INSTALLER SEALANT BEHIND Z o
FIN BY INSTALLER
INSTALLATION ANCHOR ..--___-_-.: - .�"\ HORIZONTAL SECTION __ C HORIZONTAL SECTION I i m g
Z
B ._1__—._—_—_--.__.___TI - _ LL G LL Um
SEE TABLE 1 _ `�8 i TYPICAL FIN ANCHORAGE e LL
TYPICAL JAMB ANCHORAGE _
HEAD AND SILL SIMILAR FOR FIN INSTALLATION w w Z W I
aw W ¢ O �I
cla a a
F F U
❑ i i , p'a p a w
SEALANT BEHIND1/4
- - "MAX.SHIM U
om ¢10
' FLANGE BY INSTALLER�\ OI � I Z
PERIMETER SEALANT- P�,`OREiv
f :P�!•BOE Ar v,�4
BYINSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 JV F ••v,,�
i
No
SU6STRATE'BY OTHERS �
SEE TABLE 1 9,' --------:- -MIN.EDGE DIST. 5STATE OF 7 V.
_ SEE TABLE I 1 `O•• p• C
SEALANT UNDER SCREW-- !A"�: VERTICAL SECTION j �i��• O R 10,1�•G�=p�
-I- -
_. �T
HEAD BY INSTALLER '�8 f TYPICAL SILL ANCHORAGE ❑� h�SS;O�A
i 4/2015
TABLE 1:APPROVED INSTALLATION FASTENERS a LUCAS 11 TURNER,P.E.
ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. ! S A. #TURNER,
FRAME TYPE SUBSTRATE TYPE I
58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-1/8" l-� 1239 JABARA AVE.
PERIMETER SEALANT-
FLANGE HOLLOW OR GROUT-FILLED CMU(717 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY,INSTALLER NORTH PORT,FL 34288 !
i.FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1•• INSIDE AND OUT PH.941-380-1574
' FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON1-1/4" 2-1/2'• ---' ---------- ET�e'scaiPl-loN:-'-'------ -
_HORIZONTAL SECTION §tiE
BOX FRAME INSTALLATION
FLANGE 2X MIN`SOU THERN PINEG=0.55 3116"MV TAPCON '' . - HEAD AND SILL SIMILAR FOR BOX INSTALLATION I
( ) 7-3/8" 7/8" INSTALLATION DETAILS"
• OR ELCO U'LTAACON i
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, IN BV: 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: I
FLANGE 7/16" ADE 05/05/07 '
i (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" OWG n: REV.:
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/, FULL THREAD
FLANGE ' 7/16.. INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE:
N.,._, 2XMIN..SOUTHERN PINE(G=0.55) #8 WOOD SCREW• 1 112" 7/1G" SHOWN FOR FLANGE WINDOWS. 1.2 SHEET
-- - ----------- ----- ------ --- --- -- 8 OF 8
M
777 qg�
}}
KJ
SCIS Home Log In User Registration I Hot Topics s Submit Surcharge - Stats&Facts - Publications FBC Staff BCIS Site Map Links Search
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Product Aoorov_al Menu>Product or Application Search>Application List>Ap It all
3 FL# FL16736-R1
..,. Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature' Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop c
Category Windows
Subcategory Horizontal Slider
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
W: Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R1 COI Eva ftp CWS-871B HS_8200 74x63 IMP:pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
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 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-8718(HS-8200,74x63 IMP). df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736_,.R1._AE.DuPont_PVB._NOA._13.-0129,-27._pdf
I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736Rl_AE_EvalReP..CVVS 8718(H$ 8200 74x63,
Glass complies to ASTM.E1300-04. 1MP)..pdf
FL16736 Rl _AE_ _9uanex._(Mikfgn)_NOA_12.1017__02,.pdf
Created by Independent Third Party:Yes
16736.2 I HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 Rl II CWS_8696(HS-8200 111x63_IMP p
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other:Large Missile,111"x 63",DP+/-60 psf.Outer lite in F_L..16736,Rl_AE_DuPont_PVB_NOA_1.3..-0..129..27._pdf
I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736_Rl AE DuPont SGP_NOA 11-0624 02,pdl
Glass complies to ASTM E1300-04. FL16736_Rl AE__EvalRe,p_CWS_8698(HS_8.2.0_.0..,_111x63,.
IMPI.pdf
FL16736,_Rl AE_Qua_nex....(Mikron)NOA._12.-10.17.._02,pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED 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
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:
'tv.
GENERAL NOTES:
862
HORIZONTAL SLIDER - LARGE MISSILE IMPACT ®
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 1 S~.�4 E
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT x<'PdGCy + LP
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
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
r_
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX","XO". I t'IORZ.SLIER
r-- 112 1/4"MAX.OVERALL FLANGE WIDTH - 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
-- 111"MAX.UNIT WIDTH— -- = GLASS TABLES ASTM F.-1300-04. _
- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n'v
INFILTRATION TEST PRESSURE AND GLASS TABLES rn ui
4915/16" ---{{{ 24 5/6" ASTM E-1300-04. ! o o I-
GLASS DLO I GLASS DLO I I I v a I¢
! 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR I I p }
I
DETAILS. W INDLOD DW
AURATION FACTOR Cd=1.6 WAS USED FOR WOOD _ i lam,Q_m
-- ---'--
ANCHOR CALCULATIONS. - ! ! tq
iU' Z
64 1/4• I I I 'I - I - 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I I ! I m
MAX.OVERALL I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT- ry ! G w
FLANGE I IB UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT I I w z w
HEIGHT - B iMUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND j W o•O Ir
FLYING DEBRIS. I a w 1=
63" WIw,¢I
I MAX. I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢I z U
I 58 13/16" o a:m
UNIT I X GLASS ♦� I X 56 1/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. - o. _
HEIGHT ' DLO I GLASS ._ ___, i -I�1_o,0w
DLO 8.SERIES/MODEL DESIGNATION HS-8200. r I m ¢!O
B� Z
599/164 j i 8� 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I,`�t1unnp" —
MAX. I C'-1 X=OPERABLE SASH,O=FIXED SASH pE4Y
SASH I I I C h i `,o'4'•••E Po •TG��! i
HEIGHT I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VTr•��G SF•;'p,1���
L
L LOCATION. .� • No 58201 I C I _ 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
------ -- -- - - - --— =b: :07__
—�
2715116' A C' A S O1• STATE OF :4u
MAX.SASH WICTH -..-
Lucas A.
Turner %SSrlo/v w,"
2015-04-11 Z�Z_
15:17-04:00 4/11/2015
LUCAS A.TURNER,P.E.
FL PE k 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS '
ELEVATIONS
DRAWNBY: DATE: .
GENERAL NOTES&ELEVATIONS...........1
GLAZING DETAILS.....................................2 TEF 10/11/13
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
SECTION VIEWS&GLAZING DETAILS....3 B
EXTRUSIONS&B.O.M...............................4 SCA WS-869
a:
111 x 63" +/- 60 PSF LARGE MISSILE IMPACT
I
ANCHOR SCHEDULE&NOTES................5 I SHEET
--
-INSTALLATION DETAILS...........................6 1:20 1 E 6 !
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
8200 PVC
7/6"OVERALL HORZ.SLIDER
---- ----3/16"ANNEALED OR TEMPEREDIMPACT
—7/8"OVERALL
—1/4"AIRSPACE
I ------- —1/8"ANNEALED OR TEMPERED
-- -7/16"LAMI
3/8"AIR SPACE l o o F-
i - ---3/16••ANNEALED I I N a
5/16"LAMI I : j o;o p
.090 SENTRY GLASS IONOPLAST INTERLAYER I I Y W
I I - —1/8"ANNEALED
-3/16•'ANNEALED
. - ----.090 DUPONT PVB INTERLAYER I-
I .v• ZI
j I S• I —1/8"ANNEALED I i m F:
i 2 W
9)PURFECT GLAZE"H"
0, r- I I m I
' SIKAFLEX 552
LU
PURFECT GLAZE•'H•' w
i I I i J SIKAFLEX 552 l a w F-
! o o,a
II l' 1/2•'GLASS BITE / w I w
I¢Izl�
(30- a ___I J I '1,�'- I • � ,� /! 1/2"GLASS BITE
mo
ia, I z I_i
pp10RE11. 6
E!!
Nio 58201
s13 STATE OF 41J
GLASS TYPE B 10,
1, �'%1
0 SASH GLASS .'�' ,O R.........
10r•�S�`
hgrrrnr���,`
I GLASS TYPE A
iFIXED GLASS
_—:4/11/2015 --
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
.' (SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: I ATE:
TEF 1 10/11/13
DWG-i------TR—EV
CWS-869 4 B
�scn EC SHEET
L--- — ------ 1:1
• t
INTERIOR (22' (2-5) `23J co'womffl
21J 122 •i,9 or 49�120. .j51 171 •,137 (42 X45 (43�• 1900 SW 44TH AVE.
WWWCWS.CCA34474
rti
o - -
0 �0
p aDI o 8200 PVC
p d HORZ.SLIDER
IMPACT
ate°
Q
T�LOLL-
-11t, SECTION VIEW D-Di JAMB o ao ¢a
ROTARY LOCKS Y w
w o'co
`ol JAMB ROTARY LOCKS: �_ )w ¢ m
SECTION VIEW B-B MAY BE SUBSTITUTED FOR JAMB I z
IMPACT LOCKS ON FLANGE UNITS. LL i N p
o�c3 5 -REQUIRED ON FIN UNITS.
Nlo >
I w l o F- 0
ialw a
_IpI w 0
131_37 j-- U 4 I 1 1¢IL �I
o
106
u I� ml¢.Z
HEAD IMPACT HOOK(TYP.)
8r-- ITEMS 47 8 46ASHES I ,��5 P;.. •-S,�(i,Q'
( ) GEN
No 58201 :9
INTERIOR I _
�9 STATE OF �W+
i O.t� A' p L
'
OR
JAMB IMPACT HOOKS(ITEM 42) �ON111 ,, ```
OR ROTARY LOCKS(ITEM 23)
`14 LOCATED AT THIRD POINTS. I 1
4/11/2015 -I
f 2 NOTES:-EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
ls; q MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
I ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
47 JAMBS OF FIN UNITS. NORPHH9401 T,FL 1574288
Ir InnII1II I I SHEET DESCRIPTION:
E=lSECTION VIEWS
DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF L 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONSD !REV.:
I -
1:20 CWS-869 B
SECTION VIEW C-C I. - - --
ALTERNATE FIN FRAME s°ALE'' SHEET I
-- — -— — -- - 1:2 3 OF 6
PARTS LIST 3 1/8-1. CORNER CONSTRUCTION
ITEM I PART#IDESCRIPTION VENDOR MATERIAL 3 118"-
I H-6049 IMain Frame,SH/HS,Flange,PVC Mikron i PVC r vl.INDIIC>w yl�'
2 H-1681.Fixed Rail,Heavy Duty,Aluminum Keymark Alum
@7 1900 S W,44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVCL -1/16 WWW.CWS.CC OCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel 2 11/16" 3 9/16" 1 718" 1116"
6 P-3342-- Seam Sealer,SM-5-504 Schnee Silicone
CORNER WELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron FV_—C 0 1:8 HORZ. SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M. Nylon PVC FRAME FIN-6048
11 S-6064 Glazing Bead Mikron PVC
1 15116-1 1 3/16"
12 H-6050 Sash Meeting Rail,PVC Mikron PVC' --23/16"---- 1 76 W!W
0
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC
13 H-6051 Sash Poll Rail,PVC Mikron PVC <
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum
1/16.
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum
C)
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum
PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TCP/BTM RAIL-6052 PVC HID MTG RAIL COVER-6077 I 1 I I LL
!FIXED MEETING RAIL
18 P-3429 Wstp.,0.270 x.187 back FinSeal,GrUltrafab -0 3116- SCREWED TOGETHER WITH
OUTERFRAME .Z
19 P-3783 Lock,Impact,PVC Interlock 10 W
—. I
20 -P-4051-#8 x 1 1/4"Ph Fiat Tek,WhI. Fastenal Steel 0 1
21 P-4069 Keeper,Impact,PVC Interlock
0
Z
3/4" US
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel
23 P-4958 Rotary Lock 7-1 5116" 07)
7%1 mo
24
P-4633 8-32 x 1/2"Barrel Fastener Interlock 1/161, 15/,16'
— Interlock 718"! 1/16" SASH MTG.RAIL-1497 Interlock
25 1 P-4952 Keeper,Rotary Lock
unrirrr
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 viOREtv "le
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel HEAD IMPACT HOOK-1999 P.........
-- ___, 1 314" 7/16" 1 1/4" E P4
28 GLASS SEE SHEET 2 r 0 3/16" 3/16
CARDINAL •GLASS
N. 58201
29 Henkel/Sika Silicone Purfect Glaze"H"or Sikaflex 552 cone- 0
1116"
30 P-3028 Set.Blk.,85 Dur..1/8"x 7/8"x 2"Lg. Frank Lowe Rubber 6- i 1116'
S.B.R.1S.S.R.-1498
31 P-3218 Screen Frame - Allmetal Rollf'orm ROLLER TRACK-1776 STATE OF JCUA
0 R k $
32 P-4754 Screen Corner Key Allmelal Nylon IM"
33 P-4755 Screen Corner Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH 2000 us/ONM
H 7/18" %%
34 P-3029 Screen Pull lab summit
35 P-3033 Screen Spring Fla.Spring SS r SG
3/16"
9116" -
36 P-3228 Screen Spline Dapa 0 6 PVC GLAZEBEAD-6064 1 1116" 4/11/2015
37 P-4772 Screen.Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER.P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber 112",''- 1/8'* I FL PE#58201
41 P-3752 Cap Plug,112"Hole M&M Nylon 1 5/16" 3/8" 1 5/16" I 1239 JABARA AVE.
I I __ NORTH PORT,FL 34288
7-
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum �14 li 1. PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark 7/8' 1/16'
— —Impact Channel,—Sash —Key[ Alum 116" PVC SCREEN CATCH-6013 7-1/16- [SHEET DESCRIPTION:
44 S-2000 nark Alum PVC ANTI-LIFT-6005
45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 /8'*- BOM AND EXTRUSIONS
-J 11
46 !Tl 999 Impact Hook,Frame,Head Keymark Alum 3/16"q 3'— 1/2" 5/16-
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC DRAWN BY: I DATE:
48- S-6055 Roller Track,PVC,(Anti-lift) C4q- 1/16" TEF 10/11/13
Mikron PVC
SCREW SUPPORT.3113 PVC SCREEN SUPPORT-6014 DWG d:
REV.:
49 P-5250 1Lock,Impact,PVC,w/Flipper Interlock
50 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: CWS_.869 1 -B
4,38-39 SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISENOTED.
40F6
s'IPdfiSLVd w`,'^'l e N'
3"(TYP.)---( 1900 SW 44TH AVE.
6"MAX.{TYP.)—I---1 3"(TYP.)--i16 -+1 —SEE NOTE 2 (a^MAX. TYP.)— 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
., 1/4" I-�
6"MAX.(TYP.)-� I I M TYP..C.I 1I 4"MAX.(TYP. t� i WWW.CWS.CC
--— INSTALLATIONr -- -- --- -- 8200 PVC
ANCHOR(TYP.) HORZ.SLIER
I I I B„ _1 I
L. MAX.O.C. IMPACT
17" .. (TYP.) .
MAX.O.C. -
(TYP.) V O x �n v
Q
I j o o'o
Iii I I I I I I I I 1 _ jWlQlm
1- -
-- --- -- --- - - -- - 10CO
w
iANCHOR LAYOUT-(FIN)
JANCHORLAYOUT-(FLANGE) w �'w
¢iz v i'
\ I
t a < co
w
I
1 L—VIII
�JJ��.�1GE,NSF•.:p2F�.I
v: No 58201
-ro
NOTES c
� -
3 STATE OF tom;
�i�FSC O R kCP'����
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
IVA1'I�
2.SHIM AS REO 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. — 4/11/2015--
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
SHEETDESCRIPTION: 1
.6..ANCHOR.EMBEDMENT TO SURSTRAT.E.SHALL.BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
DRAWNBY: f DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. '
TEF 10/11/13
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 q`-- IREV--------
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B
9.SEALING AND.FLASHING SIRATEGIES.FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL RE DONE_BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scnLi=_-. I SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 i 5 OF 6
/ TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
\ SEE TABLE 1 SUBSTRATE D llYSYS IL/!II j
J � �
BY OTHERS 'Wihf.L",�i:"-f;J"'CS�ti L6'�45 .J
MIN.EDGE DIST. 1/4"MAX.SHIM--- SEE TABLE 1 MIN.EDGE DIST. -� SUBSTRATE 1900 SW 44TH AVE
! - j SEE TABLE I I BY OTHERS
SEE TABLE 1 r,—.
i � � -�--( � SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
I 114"MAX.SHIM- �-•- WWW.CWS.CC
-� � � � i j
SEE TABLE 1 1 MIN.EDGE DIST.
MIN.EMBEDMENT �O /+
PERIMETER SEALANT -- -- SEE TABLE 1 __—__LE 1 oO -" -------_ $`ZOO PVC
BY INSTALLER. L
INSIDE AND OUT / - - .-.L______.....___...L INSTALLATION ANCHOR -HORZ.SLIDER
SEE TABLE 1
a (] MIN.EMBEDMENT
SEALANT BEHIND of dr SEE TABLE 1 IMPACT
FLANGE BY INSTALLER L,4"MAX.SHIM
O�ISo Q --PERIMETER SEALANT o o lW-
p
PERIMETER SEALANT BY INSTALLER o o 0
BY INSTALLER p �� I INSIDE AND OUT INS DE AND OUT - INSTALLATION ANCHORI I= Lu
I i
INSTALLATION ANCHOR
SEE - :SEALANT BEHIND SEE TABLE 1 1' a m
= ,�
`FLANGE BY INSTALLER - `----- -----SEALANT BEHIND - -�i- } - -I
1n
TABLE1
FIN BY INSTALLER I U Z
HORIZONTAL SECTION _ t C`•i HORIZONTAL SECTION_ m I N
-----
6 TYPICAL JAMB ANCHORAGE \,6 TYPICAL FIN ANCHORAGE o
HEAD AND SILL SIMILAR FOR FIN INSTALLATION ' -z
W
II wooccer
114"MAX.SHIM
SEALANT BEHIND
I a x...u1
j. FLANGE BY INSTALLER f� 4 --j--'+-U -�
PERIMETER SEALANT— -�
MIN. „�11rlrrrrrrr
BY INSTALLER EMBEDMENT
SEE TABLE 1 ���' p1DR 'let
r4�
INSIDE AND OUT _ ` P.........
T�
i
v No 58201 '
SUBSTRATE BY OTHERS 1 :• * 1
SEE TABLE 1 I _
- --MIN.EDGE DIST. = -
'SEETABLEI �-�= x
- �0 I s9 STATE OF ILC
% _6 VE_R_TICALSECTION
I % ••�6/ TYPICAL SILL ANCHORAGE
�Z(u� '
C `� is/ONA1
sEN�`��
I X
��0
TABLE 1:APPROVED INSTALLATION FASTENERS _.___....:—__ __4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. p LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-118" �- "� I
FL PE#58201
PERIMETER SEALANT--� ` 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU Il 17 PCF MIN.) 3/16"ITN TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE 2.85 KSI MIN. INSIDE AND OUT ! PH.941-380-1574
( ) 3/16"ELCO ULTRACON 1" 1" !p�\ HORIZONTAL SECTION __
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO UL 1-1/4" 2-1/2" '.`6 BOX FRAME INSTALLATION (SHEET DESCRIPTION:
LANGE IN=SOUTHERN PINE G=0.55 3/16"ITN TAPCON
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON i-3:8 7/8" ,J INSTALLATION DETAILS-1
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 .CREW FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 'BRAWN BN: - (DATE:
10-16 HILT(KWIK-FLEXOR.ITW FULL THREAD
16 GAUGE(0.060")MIN.STEEL STUD # UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: I
NGE 7/16" TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" � __j_--
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE SSELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a:- - !REV.: ----
FIN
FLANGE 1/ MSN. L(33 KSI MIN.) DRILLING SCREW THOU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. rCWS-869 ! B.
PRODUCT'ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-V2" V2" SHOWN FOR FLANGE WINDOWS. iSCALE: SHEET
—— —— ------- ------ -- --—
1:2-
6 OF 6
yn
7'.=-
'@' S N .1"�'3'•��� xx"5�'a f f 6 a � 5.� '`# t i �` 3 t- � -�f L,/� � �� i.�=��i f �5, ,
'.>';-3i> .w.+, .W�'.,"f'4 £ Lw.✓m d.w.' F&I--N R&Iz.L'i..
1ytg x r p l4psn-�•�.•;' BCIS Home Log In ? User Registration # Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff i 13CIS Site Map Links Search
-t
3UsinesS`r
° 0," IUSER:Product Approval
Professional Public User
don
b `f Product Approval Menu>Product or Application Search>Application List>Application Detail
{* 4 FL It FL16736 R1
., Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J 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
W Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 El-COI EvalRep CWS-8718 H5�8200 74x63 IMPI.Ddf
Referenced Standard and Year(of Standard) - Stendarrl Year
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
cgtliva;ence.of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8206 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
Limits nf.Use Installa*inn Instructions
Approved.for use in HVHZ:Yes r-L16736.._RlII._CWS-8713H8200,..746MP_ df
_ _ ,._
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736_._Rl„_AE,_Du_Pont,_PVB._NOA._13,-0129,,.,27,.pdf
I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 Rl AE EvalRe_p.CWS 87_18.,(H$ 8200 74x63,;
Glass complies to ASTM E1300-04. IMP�,.pdf
- FL16736 Ri_AE Quanex_..(Mikron�NOA 12=1017 02,pdf
Created by Independent Third Party:Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111”x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 Rl II CWSa—9B(HS=8200 111x63.LIMPj Pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile, 111"x 63",DP+/-60 psf.Outer lite in FL16736_._R1._AE__DuPont_PVB_NOA_13.0129..._27,pdf
I.G..must be safety glazed when used above 30 ft.in HVHZ. FL16736 .1 AE. DuPont a _NOA 11_0624..,.02 pdf
Glass complies to ASTM E1300-04. F.L.16.736Rl.,,_AE._EvalRep CWS-8696_..(H$,-8200,__111x63,
IMP),.pdf
FL16736.Ri..._AE__..Quanex._(Mikron)NOA 12_1017_02,pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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Under Florida law,email addresses are public records.If you do not want your a-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
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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:
securit)'.'t>i: ui::5
GENERAL NOTES: 086 ( ,
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT.SHOWN HEREIN IS DESIGNED AND MANUFACTUREDs
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT ��."1.�'y�'
_ 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 QCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. - W WW.CWS.CC
----
751/4-MAX.OVERALL FLANGE WIDTH- ---------- - 2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
3.CONFIGURATIONS:"OX"."XO".
-- — 74"MAX.UNIT WIDTH -- -;I HORZ.SLIDER
33"GLASS DLO--- 4.DESIGN PRESSURE RATING: IMPACT
-=
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A- GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERI I I
1 ' INFILTRATION TEST PRESSURE AND GLASS TABLES I Iw
- ASTM E-1300-04. I ! a a5.
a
-- -- -- I i ol0
I i 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Y w
641/4" IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR I 2 O y
MAX. DETAILS. WINDLOAD DURATION FACTOh Cd=1.6 WAS USED FOR WOOD _ LLJ <lm
FLANGE B ANCHOR CALCULATIONS. 1n
HEIGHT I B m j ' Z
• I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT i I LL �:
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO 9E LEFT = S
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Z w
j 63" i I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND I I
11,10
li wWZU7
.I OaU
Q
FLYING DEBRIS.
OUNT HT 59 9/16" 7MAX. .ALL FRAMES AND VENTS FULLY WELDESMALL JOINT SEAM SEALANT w
/SILL. wSASHHEIGUSED AT FIXED MEETING RAIL AND HEAD
HEIGHT
�.
8.SERIES/MODEL DESIGNATION HS-8200.
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS X=OPERABLE SASH,O=FIXED SASH
DLO \5 NpREW
i ��` P••......••
LC . 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARaP'.•v�C E/'/SF•.'P„�
5 LOCATION. c�J: .
I I Tp� v. No 58201 :
11.EXTERNAL W EEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
C I 1
STATE OF :
CI;
El!
Lucas A.--33"GLASS DLO Turner
365/16'MAX.SASH WIDTH 2015-04-11 yrs
15:18-04:00 4/f1'1/2`015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NOR FH PORT,FL 34288
PH:941-380-1574
SHEET DESCFIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN B7. DATE:
GENERAL NOTES&ELEVATIONS...........1
ADE ! 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATIN DWG#i -- REv.:
EXTRUSIONSEDULE ..........ES................3 74"x 63" � +/- 60 PSF LARGE MISSILE IMPACT. CWS-671 � a
ANCHOR SCHEDULE&NOTES................4 � --_._-____._.
SCALE:
INSTALLATION DETAILS...........................5 � � � � � SHEET
- ------——- ---- 1 OF 5
CCU a,
(7� (2_8'• '.2_Ti 130' I ?�tllam'.f.,:h-fV STiTF..3":6 0
INTERIOR I / 11900 SW 44TH AVE.
OCALA,FLORIDA 34474'
111 �_` 1 WWW.CWS.CC
�.. D
820 PVC
�0 HORZ. SLIDER
IMPACT
I Il to I O N H
i ` I
"I I�� (qpJ(�- r2�9�• 13 1 I f Y W
I
SECTION B-B m
NOTE:FIXED LITE AT HEAD a i O
i AND SILL IS SIMILAR.
Od i(31 _ i av w Z w
¢logo ¢I
to o;¢I
-135 : � .a z
io ¢ w
:::,I ca): D
�m <10
---HEAD IMPACT HOOK(TYR) `�J` p1pREilyJJJ�4��
I i
I1421 (ITEMS 5&36MIDSPAN OF ASH
_—_ : JV'?� S�
1 —718"OVERALL v No 5.8201
1/8'ANNEALED or TEMPERED
,4
INTERIOR. — I �:7/I6"AIRSPACE ,-D: "JT2�
— :O'•• STATE OF
5116"LAMI
I - 118'ANNEALED
,1 1
SWEEP LOCK(TYP.)
ONLY ENGAGED PRIOR -'1 i"1---09.9 DUPONT PWB INTERLAYER y
TO HURRICANE FORCE WINDS.
1/8'ANNEALED
LOCATED AT THIRD POINTS I 1
_J (ITEM 27) j-; I--;,� -4111!2015PURFCT -.. .
-'2i 1 143 S KAFEEX 55�E H LUCAS A.TURNER,P.E.
I FL PE#58201
(air--- I ;'; ,1i 1239 JABARA AVE.
o -i34 5 p - 5'I -� NORTH PORT,FL 34288
0 '
.2 �� a I _ I I;' _1 PH.941-380-1574
[SHEET DESCRIPTION:
aQ U �=v 32 — 112 GLASS BITE SECTION VIEWS AND .�
j GLAZING DETAIL
Q Q -- -- " -
SECTION A-A HEAD IMPACT HOOK AND _ DRAWN D DATE:
JAMB SWEEP LOCK LOCATIONS ` t O ADE 10/10/13
1:20 DWG q: [REV.:
SECTION C-CI CWS-871 B
ALTERNATE FIN FRAME GLASS TYPE A, _______
1:1 �SCAIE SHEET '
v
I:2 1 2 OF 5
7
PARTS LIST CORNER CONSTRUCTION
a�2�ITEM PART# DESCRIPTION VENDOR MATERIAL 3 1/8"
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2"-
2 H-1699 Feint.S.B.R./S.S;R, AlumCD
_J 3'�
[7 __(E) . 1900 SW 44TH AVE.
Keymark
3 H-1836 'Meet.Rall,Fxd. Keymark' Alum El OCALA,FLORIDA 34474
WWW.CwS.CC
4 H-6052 Sash Top/B9t.Rail Mikron PVC 211/ 3 9/116" 1/16' 2118" - 1/161, -
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD V00 PVC
6 1 H-6050 ISash Meet.Rail,PVC Mikron PVC (ALL SIDES)
7 H-6051 Sash Side Rail,PVC1:8,
Mikron PVC L_ HORZ .SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 'IMPACT
q P-3029 Screen Pull Tab Slimmit. PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley
1 15116" 1 311.6"
26?�,
P 2 3116" 9/16'
iz:: LLJ
12, P-3218 Screen;Frame Allmetal Rol[Form
_7�1
11 -.31 i 3 Screw Support,PVC Team Plastic Rubber
40,
13* P-3228 Screen'Spline,.155 Dia.,Blk. Dapa 1 5/8" 15/81' 15/16-1 �c Lu
-4754 1/1 61.
14 P Screen Corner Key Allmetal Nylon 1/16.
-1/16
Schnee /16" FIXED MEETING RAIL Lu <
P-3342 Seam Sealer,SM-5504 WITH
15 Silicone L LF SCREWED TOGETHER WITH
OUTERFRAME0 1 z
16 P-3352 Set.Blk:,85.Dur.,.1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAI L-6052 PVC FIXED RAIL COVER*-6063 1:8 0
17 P-3429 Wstp.,0.270x.187 back FinSeal,Gr Ultrafalb
18 P-3539 #8 x 3/4"Square TEK 2 Znc Fastenal Steel 5/8"�-f 3/4— w >i (5 0 Lu
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Ste 0.3/16" 1 1 2 w 0
Steel T_ w
20 P-3752 Cap Plug,1/2"Hole M&M* Nylon 15
6" w cc
P-3783 or 0 1/16" L_
J_c
I
21 P-5250 Spring Lock,Impact,PVC Interlock z:
SASH MTG.RAIL-1497 SASH HEINE-1699
22 P-4779 Roller,Tandem M&M Nylon
6" 1 5116- !<10
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3/4" r- 7116"
24 P-4069 Keeper,.Impact,PVC Interlock 7/8"
. -]L- 3/16" 0 -C4) RE 4v
25
P-4479 Weep Cover w/Flap M&M Nylon .........
N's
PLAN VIEW-1999 1116"
26 P-4638 #8 x�1/2 Ph Truss SMS Ajax Steel HEAD IMPACT HOOK-1999
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 N. 582101 %-P
27 P-4958 Rotary Lock Sullivan Zmc
,
P-4952 Keeper:Rotary Lock
28 Sullivan 7inc 0 3/16"
29 - P-4959 Wstp.,6.420 x.187 back FinSeal,Gr; Ultrafab1/4" Z
0 �-P% STATE OF iJJ-
30 P-4633. Barrel Fastener Fastenal Steel 7—
;,,';A,
rum
7/8" 9116" 0 R OD
31 S-1112 Reinforcement,Head
:S...........
Keymark Alum 5/8'. r &
32 1 S-1498 Point.S.B.RJS.S.R, Keymark Alum T-U4) ,1116" ..,,.,/ONAC��,,%%"-
7_7 5/8, PVC GLAZESEAD-6064 GLAZE BEAD` 1112
34. S-1776 Roller Keymark Alum 1/16"
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000
36 S-2000 Panel Catch,Head,Impact Keymark Alum 1/2" 1 1/8"-i 3/8"1' 15116"�1 01
37 S-6005 Anti Lift Mikron PV LUCAS A.TURNER,P.E.
C 112" L PE#58201
38 S-6013 ScmC.Adapt.,w/Nib,PVC Mikron PV E=_
PVC SCREEN CATCH-6013 PVC ANTI-LIFT.-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Ivlikron PVC T
SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574
41 S-6064 GI Bead Mikron 5116" SHEET DE�SCRIPTION:.
PVC 1 1/8
42 GLASS SEE'�SH NET I CARDINAL GLASS
BOM AND EXTRUSIONS
43 [Purfect Glaze'H",SikaFlex 552 Henkel I Sika 1/16"
PVC SCREEN SUPPORT-6014 DRAWN BY: JDATE:
ADE 10110/13
DWG#: REV.:
CWS-871 B
JUNE ITEMS NOT USED: NOTE-ALL EXTRU�-IONC ARZ-:ALUM!N-_-M 61,63-T6 UNLESS OTHERWISE NOTED. §CNIE.--
33.
SHEET
12
3 OF 5' J
p %
12 1!2"MAX. -1 19001SW 44TH AVE.
I --3"(TY`'.) OCALA,FLORIDA.34474
6"-MAX.(TYP.)------I--- I ~J �-.._3"(TYP.) r SEE NOTE 2 4"MAX.(TVP.)-- =8"MAX.O.C.(TYP.) SEE NOTE 2 WW W.CWS.CC
6^MAX.;NP.) 4"MAX.'(TYP.) j
-- -- -'-mac--- i- 1 -- -- ---a---
—INSTALLATION I 8200 PVC
I
ANCHOR(TYP.) L I HORZ. SLIDER
III I I I I
INSTALLATION ANCHOR(TYP.)
IMPACT
MAX. .
O.C. I
(TYP.)
L
I I
MAX.O.C. - Y
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— `iiµn.urrpq
58201 p
M1 -0
NOTES: I `O=. STATE OF :&'
' ��� fc','�O R T •t''C9?•`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��i�SSf�NAO
;�CV��.
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 PLAS_'IC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.. I Z
17—
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 14/1112015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALSIN CONTACT WITH PRESSURE TREATED WOOD MUST I LUCAS A.TURNER,P.E.
FL PE k 58201
BE PROTECTED TO?REVENT REACTION. 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 5. 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. ANCHOR SCHEDULE AND_I .
INSTALLATIONS•TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. - NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT'AND SUBSTRATE. -
DRAW N BY: I DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13
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 u: IREV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 I 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: SCALE; SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 4 OF 5
-- J
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
-' SEE TABLE 1 SUBSTRATE V-(ylypv[4®UL1(y
/ BY OTHERS 5 95TEMS
-- - --MIN.EDGE DIST. 1/4"MAX.SHIM--� I SEE TABLE 1 MIN.EDGE DIST. --SUBSTRATE -
.. SEE TABLE 1 j _ _ SEE TABLE 1 ) BY OTHERS 7800 SW 44TH AVE.
—L I I SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
I- —� ; 1/4"MAX.SHIM--- �-- I. WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT o� MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE_?
BY INSTALLER- INSTALLATION ANCHOR — 1 —-- -�--� 8200 PVC
INSIDE AND,OUT.
SEE TABLE 1 I HORZ.SLIDER
SEALANT BEHIND ���11� / SEE TABLE
IMPACT
FLANGE BY INSTALLER .Q�O(�I 'Q'-�� Ua•MAX SHIM
Q O �—PERIMETER SEALANT o a F
`—PERIMETER SEALANT �IL � BY INSTALL=R
BY INSTALLER O INSIDE AND OUT .
INS DE AND OUTINSTALLATION ANCHOR
i INSTALLATION ANCHOR
�------SEALANT BEHIND - SEE TABLE 1 w a m l
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER v! - IZ
HORIZONTAL SECTION C t HORIZONTAL SECTION j m!v~f O
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE v 0 �—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W Z W
O
Q O 11 •___'_r•" p O
w cc
1/4"MAX.SHIM ¢(Z(U
of<Iwl
SEALANT BEHIND
FLANGE BY INSTALLER
\ mj¢ 01
PERIMETER SEALANTBY INSTALLER MIN.EMBEDMENT ,Ts1r111i�++Irr
INSIDE AND OUT SEE TABLE 1 �`�c`P�10•REI.1i TG�',
JOQ;;.�IGENs�•.:P2i
No 58201
SUBSTRATE BY OTHERS -
SEE TABLE 1 i ---MIN.EDGE DIST.
I SEE TABLET a
- STATE OF t��j
A IVEAL SECTION 'O.n•• P
SILL ANCHORAGE �'i F•••1 O RI�.
0 12
11141,11101,
- TABLE 1:APPROVED INSTALLATION FASTENERS Q Q 4//2015
FRAME TYPE ISUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. p LUCA 3 A.TURNER,P.E.
FLANGE ICONCRETE(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 ICONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" i• INSIDE AND OUT �\ PFI.941-380.1574
FLANGE GROUT-FILLED CMU ASTM C-90 D HORIZONTAL SECTION
( ) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" .�% BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE( 0.55 3/16"IiIN TAPCO - HEAD ANC SILL SIM!LA 9 FOR BOX INSTALLATION
G ) OR ELCO ULTRACON 1-3/8 7/a INS.TA'_LATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD 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-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 ADE 10/10/13
•1/8".ALUM.(6063-T5 IN
OR #10 GRADE SSELF-TAPPING/ FULL THREAD •MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS A-PLIED DWG N; REV.:
FLANGE 1/g STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. B
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
CWS 371
FIN 2XMIN.;SOUT,iEfiNPINE(G=0.55) #8'WOOD^SCREW "' .I.7/ SCALE: -
72"" SHOWN FOR FLANGE WINDOWS. SHEET
-- ---- — — ---------- 1:2 5 OF 5
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-
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ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact
Search Results li+iNDlz Ol+tc z PEW4 "
teihStates INDIANA NewYorkr
DE
Query Date:Tue Feb 02 2016 ------
KeNTucKv viaut nA
Latitude:27.5157 ortrH "` j
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Longitude:-80.3164 naK�Ns s
l � AISS SIY�I x" 5 lfTt3
ASCE 7-10 WindspeedsALAttaraa Lr R�uNA
(3-sec peak gust in mph*): TcxAs €GEORCIA�f
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Risk Category I:147 H.9usion
Risk Category 11:160
Risk Category III-IV:171 I rLDkua Y
MRI—10-Year:87 `, , Guffof
MRI"25-Year:107 u A0 a'
MRI"50-Year:119 xico,
MRI"'100-Year:131 Cuba x r
ASCE 7-05 Windspeed: f Mex�cooOR u�b�an y
140(3-sec peak gust in mph) pic,
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99(fastest mile in mph) } Giraiemata _ ,j
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•Miles per hour .� .,..�, .. .......,....,.�. _... s�,., 099_..
**Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-specific wind speed
requirements that govern.
lZ---J_Printyour results
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Prafessi�nalI Product Approval
it = f USER.Public User
.�_ Product Approval Menu>Product or Application Search>A lica[ipn Lis[ _ pplica[ion Det
I F
' FL# FL13757-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email _
Category 'Shutters
Subcategory Accordion
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 Frank L.Bernardo,P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI Indep 2_pdf
EL-L3757 M COIIndep 3_pdf
FL13757 R5 COI_Indep pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757-R5__Eguiv E.quiv_2.pdf
FL13757 R5,-Equi-v-._Eguiv 3;pdf
FL13757_RS__Equiv_Equiv,pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending TBC Approval 05/06/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757.,._R5 1I_Dwq,,pdf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.pdf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757__R5 II.._Dwq._2.pdf
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757._RS_AE._Eval_2,pdf
co d additional limitations of use. Created by Independent Third Party:Yes
13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1`1_13757 R5 II Dwg 3.Ddf
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+110/-128 Evaluation Reports
Other:See product drawing for additional information, F1j3757 R5 AE._Eval_3...pdf
anchorage,etc. Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
.. The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemenf::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
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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:
�
tiCd1rIL 1:At;r?f<.i c.i
,HYE00�4a5-a7'�IARDG,P.E
E.A. ESSENTIAL FACILITIES ACCORDION
� '�
EXTREME DUTY DUTY ACCORDION FOR ESSENTIAL-FACILITIES"ASTM--1996-LEVEL 80 FPS LARGE MISSI'L:E-RATED = N0.
9'• ZrA a
ASTM LEVEL E&ESSENTIAL FACILITIES 4, m
GENERAL NOTES: fft�1 Q Q
• •• is THIS-SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING U i m w o g
CODE,THE INTERNATIONAL RESIDENTIAL CODE(IRC)AND THE INTERNATIONAL BUILDING CODE MAXIMUM ALLOWABLE MAXIMUM Z a
(IBC),FOR USE WITH MISSILE LEVEL"E"REQUIREMENTS AND INCLUDES ESSENTIAL FACILITIES AS DESIGN PRESSURE PANEL SPAN W W �.v 3 _
DDEFYIN ED IN ASTM E1996-09 FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ONLY m 3 V
(NON-HVHZ).SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE +110 PSF/-128 PSF 11'-0"
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE w v
1609
REQUIREMENTS
IDA BUILDING CODE SHALL BE LESSORDANCE THAN OR EQUAL TOWITHETHENPOOS TIVEAORE EGATI EFTHE DESIGN DESIGN NOTES:
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATION STATE a
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE
HEREIN. WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A
0 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM E1886/E1996/E330. JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. m
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SITE-SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE
SAFETY FACTOR. DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA N
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND BUILDING CODE BY SEPARATE ENGINEERING.CERTIFICATION AND
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE N N
E CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. w 8
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN.
7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED h
ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN O
�+ CONJUNCTION WITH THIS DOCUMENT.
8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA VARIES - NO LIMIT
ADMINISTRATIVE CODE. z w
a 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR SECTION m G
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �\/ w
10. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING TOP TRACK
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED ANDSEALED BY A LICENSED a OR REGISTERED $g
WHICH DETAIL AND JUSTIFY THE
DEVIATION,AS A CONDITION TO ENGINEER
THE BUILDING OFFICIAL GRANTING HIS/HER APROVAL. T
11. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM
-- -INFORMATION: TOWN&'COUNTRY INDUSTRIES - - - - - - - Q
FORT LAUDERDALE,FL 3:
MISSILE LEVEL E-ASTM E1886,E1996&E330 z l�
FLORIDA BUILDING CODE APPROVED a PLAN _
a N VIEW
12. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 x r UT
K.S.I. Ldg
13. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY.INSTALLATION ANCHORS SHALL BE CADMIUM-PLATED OR OTHERWISE
=_ CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM =
STRUCTURES"SECTION 3.3.1 BY THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,
STATE,AND/OR LOCAL CODES. u
14. ALL SHUTTERS SHALL.HAVE A LOCKING MECHANISM CONSISTING OF A THUMBSCREW AT CENTER OR
K SIDE CLOSURE AS DETAILED HEREIN.
15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. .-.
ug 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS AS X �
g SPECIFIED HEREIN.
17. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED <mm —
BUILDING CODE. x
`s w
Y w`•'
g BOTTOM TRACK t R
CDPYWGIR FPNII(L BENNN100 P,E
15-2340
LOCKING MECHANISM SEE PAGEEDESCRiPfION:
(\� TYPICAL PLAN VIEWS EA A=RDINnSHMERTEs
TYPICAL ACCORDION ACCORDDJ9BDTfEF
SHUTTER ELEVATION
HURRICANE PROTECTION . -
N.T.S.
yN LQ1 Ip.E.
CO<N} q
3.410' .900
STAINLESS STEEL
ASSEMBLY
.130' .0 211j` o43200 HOLE
N
14 x 2-3/4"410 HT S.S. TA QF
30.225` ,314" SCREW W/ 'D
NYLON INSERTS �a
4.596" ,043 325" .050" WHEEL INTO T&C-ULTRACOTE COATING������ �Q 'q•��e
4.190" .310' o N .06 .i50R 40" TRACK (TYP TOP 8 BOTTOM) ` ,
.258" MARK .219'1 630' ,� 080'ai022 NYLON BUSHING W/WASHER:
,030R .0.058' - 1,625•• .069" TYP.AT EVERY OTHER 7/16•'0 x 1/2"Co)INTERIOR JOINT TOP
INSIDE JOINT AT TOP. 7/16"0 x T @ INTERIOR JOINT BOTTOM U w:�'
ALL EXTERIOR JOINTS f11 Q w l9 3 8,
O TYP. HR SLAT O CEILING HEADER/SILL O 6.8 STARTER O ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL
u Ymew�a
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
L7 LL n
�W�
�O d
ff.250'
w
2.702" 2.642"
2.465" 2.405" M
FRISS
So 2.289" 2.216"
O-
1.2001,
1.100"' w s"
1.100" w
w o m
2.250' M ri m .190" .250" .250" .125' N ri '�rn <Pi
.I 5• �o•0 5�:^
p N N
5 � OZ'm3oi Q LL
.125". - .125" .190" -, '.125" u
2.750' LQ m ap
O RAINGUARD O7 OUTSIDE CENTER MATE OS 3
INSIDE CENTER MATE
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ;2 o g
LL P o
8 �
� .37$0
#10-24 THUMB bsK
.250'f-f SCREW -- u z
z H
m rc E
s5•'s
spa=
S HEAD STYLE VARIES w gy
'e �7.000�, 1/4-20x1 OR 5/16-18x1 FOR USE WITH w
MACHINE SCREIY STAINIFSS 7I� AND Q8 ONLY
O2X7 ANGLE STEEL COPYNGHFFHA:%KL BENIJMOP.E
SCALE:HALF SIZE THUMB SCREW 12 SLIDE ROD 1S-2340
SCALE:FULL SIZE SCALE:HALF SIZE
SCALE:
PAGE DESCRIPTI-
- ON:
E.A.ESSENTIAL FACILITIES
ACCORDION SHUTTER
a7
C
��ti FFA
S CYOG ny(L p'gtF�q �QF
9•F9-FY/�jl^�I'i
T'T i
EXISTING GLASS ALT.DIRECTION EDGE
OF ANGLE LEG EDGE DIST.
{INTEftiOR) DIST.
EMBED. EXISTING GLA S5� OST, T.QF
+W (INTERIOR)
IN.4.093"THICK 6063-T6 SILL
%a
ALUM.ANGLE V x T'MN. (INTERIOR) z w V x;w
- TO 2"x 5"MAX.(ANGLE LEG '�w
....— :..—'— MAY BE REVERSED) - -. - - - ._ tJ!i ->,V, z q o
Z "w O �2
- --. .... ASTENER @ 18"O.C.(USE ANY 6 w3 u i
1 ANCHOR SHOWN IN ANCHOR
1 SCHEDULE). 7 B Mid w P,3 m
80"(TYP.) #12 x 1!2"GALVANIZED FF�'FaP 3
OR S.S.SMS,3/16"0 ALUM.
TYPICAL
(EXTERIOR) POP RIVET,OR 1/4-20 12 1 11 i
TYPICAL PLAN VIEW MACHINE BOLT 8 NUT
SCALE:3"=T-O" @ 1@ O.C. BOTTOM N7 CENTERMATESV1/3
(EXTERIOR) TO 2/3 SHUTTER SPANIz
r
x 1/4-20 THUMBSCREW MULTIPLE SHUTTER ASSEMBLY
e INTO CENTERMATES 1/3 SCALE:3"=V-0" r N
TO 2/3 SHUTTER SPAN
w
1 �8�
S r 11 12 8 yQ-g
l7 EACH
(1)1/4"ELCO ULTRACON c b m
"— EACH ANGLE WITH 1-3/4"EMBED TO pa
.. ALUM. TUBE
2.74 KSt MIN CONCRETE,2-it2" 6063-F6 ALLOY a ,
EDGE DISTANCE.3"MIN SPACING SEE TAB A FOR SIZE. u
..._.._..... $p
m a
{PROVIDE 1/2"MIN ALUM)NU
�. ANGLE EDGE DISTANCE)
c w p
� $p
n 7"x 2"x 1/8"
I (INSIDE) OR 2"x 2"x t/B"
ti
m
o I - ALUM.ANGLE(ANGLE
LENGTH SHALL MATCH 3
THE WIDTH OF THE 3/16"03 ALUM.POP CFn
<x I TUBE BEING UTILIZED). 3 RIVET OR#12 SMS
THREE 3/16"O ALUM. @ 18"O.C.(TYP.} -
O I SILL POP RIVETS OR
t THREE#12 SMS,TYP. gj
XISTING GLASS
o In
�I � 12 7B CC3 TYPICAL CORNER CLOSURE DETAILS e 3Ull
114-20 THUMBSCREW�.. NTS E
INTO CENTERMATES 1/3 (OUTSIDE) RPRESSUM
BLEA(co) s' s g
TO 2/3 SHUTTER SPAN
S ALLOWABLE LENM
2'49" 3No•6l�g-CCl TYPICAL OUTSIDE CORNER CLOSURE oB/0 DETAILS WO/CORNER POST —— ��— 130" 13rNTS _ 129" 232' GOPYHIGHfFRANI(LGENNFAWP.F.
119" 13r 15-2340
`-SILL 92 114" 13r SCALE:
102 110" 13r PAGE DESCRIPTION:
E 120 -E.AESSENT LFACILITIES
E
n 109" 232" _ACCOROI0.N SHUTTER
XISTING 128
CC2 TYPICAL INSIDE CORNER CLOSURE GLASS 101" 13r
DETAILS WO/CORNER POST o Naa E
i
,71111111E1ITI(/
C2 CONNECTION TYPE
3/16-0 ALUM.POP _ REFERENCE ANCHOR —EXISTING _
SCHEDULE FOR
(TAX. TRUCTURE •
@ 18"AE
YP.) a
Cl CONNECTION TYPE 1/4-20 MACHINE BOLT
REFERENCE ANCHOR 11 W/NUT @ 12"O.C.OR
3/16 RIVET SMS 1 SCHEDULE FOR MAX 6 #14 SMS @ 6"O.C. k �`Sr OF
18"O.C. 4-20 3SPACING P7/ " (TYP.TOP&BOTTOM)NUT&BYP.). UTILIZE(1)1/4"ELCO ULTRACON
ALF-, EACH ANGLE WITH 1-3/4"EMBED TO6063- Y 2.70 KSI MIN CONCREYE,'-1/2"EDGESEE TABLE B E. DISTANCE,3"MIN SPACING(PRDVIOE /�1/2"MIN ALUMINUM ANGLE EDGE w Q �}. jU'�DISTANCE). j \l1"x 2"x.093" 6 .U ¢W THREE 3/16"0 ALUM. UALALUbI.ANGP. FApURES - _ 7 ,t,m u°POP RIVETS OR S.
UTNZE4.91' Lj�('TABLE B(CC4) ' 3 THREE#12 SMS,TYP. 1 1 <� W -� 3¢PRESSURE VS ALLOWABLE LENGiH1"x 2"x 1/8" GLASS '+ FRON-SEP�6LA99 t w Nu
/ OR 2"x 2"x 1/8" OR DOORJPSF WITH B%0 WRHxll801 ALUM.ANGLE(ANGLE u �p w8/ LENGTH SHALL MATCH
62 113" 132" THE WIDTH OF THE
72 lOT' 132" TUBE BEING UTILIZED). _
82 101" 132"
Ea 92 95' 132" O ALTERNATE BUILD OUT MOUNT SECTION
oz 90' 132" GC4 TYPICAL CORNER CLOSURE DETAILS Cb N 0 2
z 120 83" 122" NTS SCALE:3"=1'-0" w�
u3 28
w 79' 117" rr�_
Nd.
A o 0
a ��ma O m
O zm i 4
_ z w
EDGE EDGE a
DIST. DIST. _ (fl
W
FASTENER 18"O.C.
(USE ANY ANCHOR SHOWN �� m
IN ANCHOR SCHEDULE). Q a
EXISTING CONCRETE,
BLOCK OR WOOD FRAMING
S O o
~ EDGffDIST FOR ASTM z 3 CONNECTION TYPEUALUMINUMANQLE
x z GLASS AnLIP SE UiIUZE 1 EREFERENCE ANCHORSS NRA a aSCHEDULE FOR MAX.
63-T6 OR DOOR- 4.91'MIN. iv w F SPACING
LLUBE TYP. SEPARATION FROM m f-
F 1/4-20 S.S.MACHINEAq� 2 ""' -
SCREW&NUT = W H •9 X
12"O.C. @ A=
�
x i/B" GLASS
_ UOUS = X 1/4"MAX.FROM PIN OR DOOR VFOR ASTM 1 X F F .•a
M ANGLE a GUIDE TO BUSHING 4 .3
iv E WASHER ITYP.) 3 y z A
L ANGLE INSIDE - x 2 UTWZE 4.91' _ rc EXISTING CONCRETE, MIN. $�`TION TYP. 3 I BLOCK OR WOOD S
A
OR FRAMING FROM GLASS. J ay4
3"x 3"x 1/4"CONT. 3 CONNECTION TYPE
6063-T6 ALUM.ANGLE REFERENCE ANCHOR "
o .. (MAY BE REVERSED SCHEDULE FOR MAX. n w D s'
` AS SHOWN DASHED) SP
CE
ACING O ILING / INSIDE MOUNT SECTION ' €
SCALE:3"=V-0"
OWALL MOUNT SECTION MPYI HTFR LBEIMRDORE
SCALE:3"=1'-0" .
12 x 1/2"GALVANIZED 15-2340
R S.S.SMS,3/16"0 ALUM. (OUTSIDE) SCALE: -
m OP RIVET,OR 1/4-20 PAGE DESCRIPTION:
ACHINE BOLT&NUT _ E.A.ESSENTIAL FACILITIES
16"O.C. SIDE CLOSURE OPTIONS - ACCORDION SHUTTER
SCALE:3" �'�
A
.• FRANL ,p;E.
R 0L46 A/ ,�,
ANCHOR SCHEDULE: CONCRETE. � .., .... ._. .. . ..__ . . .. _ "°49
2.S MIN EDGE DISTANCE 'O• 19ST (�� �•z
SPans Up To 6'-0" Spans Uo To 8'-8" Spans Uo To IS'-0" R
LOAD •ky
CONN TYPE CONN TYPE CONN TYPE
p
CP
s A. Cl C2 C3 Cl C2 C3 Cl C2 d '',,j�, �♦'``�i
. 1/4"1TW TAPCON WITH - •' • 16.0' •16.0" .16.0" 51.0:• 16.0" .d5.0:'.. 8.0': ...ANCHOR NOTES[ .`
1-3/4"EMBED(3192PM MIN 62 16.0" 16.0" 12.5" 16.0" 16.0" 7.5' 16.0" 15:5" 5.5"
CONC) 72 16.0" 10.0" 16.0" 16.0" 6.S' 13.0" 12.0" 4.S' 1. SPANS AND SOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ,/ � p1t=1 ♦a m w
90 16.0" 16.0" 7.5" 13.5" 12.5" 5.0" 10.0" 8.5" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE _ j U LL w€o
LIMITED TO MAXIMUM ALLOWABLE SHUTTER SPAN ILLUSTRATED HEREIN P.g 1), //��L IL1�L
128 13.5" 12.5" S.G" B.5' 7.0" 3.0" 6:5' S.0" ( U�L ¢w o Z o
1/4"E LTRACON WITH 48 16.0" 36.0" 16.0" 16.0" 16.0" 10.5' 16.0" 16.0" 7.5" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �/ t ro e to a
62 16.0" 16.0" 12.5" 16.0" 16.0" 7.5" 14.0" 13.5" S.S' ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD-GREATER THAN OR ^ p o•3 o i
1•-3/4"EMBED(270oPsi MIN EpUAL TO NEGATIVE-DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER W W W m w
CONC) 72 16.0" 16.0" 10.0" 15.5" 16.0" 6.0" 11.5" 10.5" 4.5" THAN OR EQUAL TO SHUTTER SPAN. 3 a 3 ;
90 16.0" 16.0" 7.5" 11.5" 10.5" 4.5" 8.5' 7.5' 3.5" Ut p:'� x
128 12.0" 11.0" 4.5" 7.S' 6.0" 3.0" SS' 4.5" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
iJ4"ELCO CRETEFLEX SS4 48 16.0" 16.0' 16.0" 16.0" 16.0" 15.0" 16.0" 16.0' 11.0" 4• EXISTING STRUCTURE MAY BE CONCRETE,GROUT FILLED OR HOLLOW
p
1/ 2"EMBEDETEFL psi MIN 62 16.0" 16.0" 16.0" 16.0" 16,0" 10.5" 16.0" 16.0" 7,5" CONCRETE BLOCK(ALL BLOCK SHALL CONFORM 70 ASTM C-90),OR WOOD
FRAMING..REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON
CONC) 72 16.0" 16.0" 14.5' 16.0" 16.0" 8.5" 15.0" 13.5"- 6.5"-
1.5" 9.5" 5.0" TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE
90 16.0" 16.0" 10.5' 15.5" 14.0' ..:
� 6.5" 1CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE." m
128 15.5" 14.5" 6.5"
5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
LOAD 1"MIN EDGE DISTANCE ONLY,AS DEFINED IN ACI 355.2.
(psf) Cl C2 C3 Cl C2 C3 C1 C2 C3
48 16.0" 16.0" 7.5" 16.0" 16.0" 4.5" 16.0" 16.0" 3.5'• 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
E 1/4"ITW TAPCON WITH IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT w
S 1-3/4"EMBED(3192pM MIN 62 16.0" 16.0" 5.5" 16.0" 16.0" 3.5" 13.5" 13.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER _
CONC) 72 16.0" 16.0" 4.S' 15.5" 15.5" 3.0" 11.0" 10.0 % FINISHES.- y`+��
w 90 16.0" 16.0" 3.5" 11.5 10.5 '% B.S' 7.0" %
l28 11.5" 10.5" 7.0" 6.0" •> 5.5'• 4.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS y <M
A VARY.FIELD VERIFY THAT FASTENERS ARE IMO ADEQUATE WOOD FRAMING c a O n
I/4"ELCO ULTRACON WITH 48 16.0" 16.0" 12.5" 16.0" 16.0" 7.S' 16.0" 16.0" 5.5 MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR p-o E p:m
1-3/4"EMBED(2700 MIN 62 16.0" 16.0" 8.5" 16.0" 16.0" 5.5" 13.5' 13.0" 4.0" SIDE CLOSURE PIECES. O Zm R<LL
g CONC) Psl 72 16.0" 16.0" 7.0' 15.0" 15.5" 4.5" 11.0'• 10.0" 3.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ta
90 16.0" 16.0" 5.0'• 11.0•' 10.5" 3.5' 8.0'• 7.0 SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4' m ¢
4 � EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, TAG SCREWS SHALL
(u 128 11.5" 10.5" 3.5" 7.0" 6.0" S.S' 4S' %' \J
LL U HAVE PHILLIPS PAN HEAD OR HEX HEAD.
t/4'ALL-POINTS SOLID-SET LOAD 1-1/4'MIN EDGE DISTANCE l 3
n u ANCHOR PO NTS EMBED& (Psf) CI C2 C3 CS C2 C3 Cl C2 C3 9. MACHINE SCREWS SHALL HAVE MINIMUM OF I/2'ENGAGEMENT OF THREADS IN
718" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g
g 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 9.5" 16.0" 16.0" S.S' 13.5" 14.5" 4.0" HEAD(SIDEWALK BOLT),U.O.N. m v
m
(3000psi MIN CONC) 62 16.0" 16.0 6.5" 13.5" 14.5" 4.0" 9.5" 9.0" 3.0"
G 72 16.0" 16.0" S.5' 10.5" 11.0" 3.S' 7.5' 7.0" % ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE.
R
S "Irn 90 13.0" 14.5 a.0" e.D" 7.5 6.0" 5.0" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, -
m 120 8.0" 7.5"' % 'S:0 4:0" 4A" 3.0" � NUT OR WASHER WIN N
H 1/4"ALL-POINTS SOLID-SET LOAD 3'MIN EDGE DISTANCE 10. MINIMUM REQUIRED CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR
ANCHOR W/7/8"EMBED& (Psf) Cl C2 C3 CI C2 C3 C1 C2 C3 SCHEDULE AND SHALL BE VERIFIED BY OTHER SEPARATELY. ,
1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 16.0 16.0" 16.0" 13.0" 16.0" 16.0" 9.0"
(3000p i MIN CONC) 62 16.0 16.0 15.0 16.0'• 16.0" 9.0" ''-6.0" 15.5" 6.5" n m
72 16.0" 16.0 12.0" 16.0" 7.5 13.0" 12.0" 5.5" e g
90 16.0" 16.0" 9.0" 13.5" 12.0" 5.5 10.0" 8.5"
128 13.5" 12.5" S.S' I B.S' 7.0" 3.S' 6.5"
00
1/4'POWE0.5 55 DROP-IN LOAD 2-5/8'MIN EDGE DISTANCE m $
" - W/1/4-20 SS BOLT AND (Psf) CI C2 C3 CI C2 C3 Cl C2 C3 p
0 1"EMBED(3000psi MIN 4B 16.0"1 16.0" 1 16.0" 1 16.0"f 16.0" 9.5' 1 15.5"1 16.0" 1 6.5" 3 3
" CONC) 62 16.0"
1 0 44..05"165 5"
12."" 5 U
12 16.0" 0 1111 152.00"
d
90 15.0" 16.0" 6.5' 9.0" 1 8.0" 4.0" 6.5" 0
5.5" 3." aE
X
n 128 9.0" 8.5" 4.0" 5.5" 4.5" 4.5" 3.5' %
3/8"POWERS SS DROP-IN LOAD 3-1/2"MIN EDGE DISTANCE x,- 't"+
W/3/8-16 SS BOLT AND (psf) Cl C2 C3 Cl C2 C3 Cl C2 C3 3j,m 8€
3 1"EMBED(3000psi MIN 48 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 16.0" 16.0' 7.0' 3¢ 'qe
S CONC) 62 16.0" 16.0" 12.0" 16.0" 16.0' 7.0" 11.5' 11.0 5.0"
' 72 16.0' 16.0'• 9.5' 13.0" 13.0" S.5' 9.0" 8.5 4.0" CWYf4CMiRl.NNLBDUU900 P.E
".� 90 16.0"1 16.0"1 7.0" 1 9.5" 8.5' 1 4.0" 7.0" 6.0 3.0'• 15-2340
128 9.5" 9.0" I 4.5" I 6.0" 5.0" 4.5' 3.5' WIMMIA
SCALE:
R PAGE DESCRIPTION:
EA ESSENTIAL FACRRIES
ACCORDION SHUTTER
E r7
id \J
4
• • • • UsLous ON �
m�����mt��mt�����m• mtmt ' �. ,
m®®®®pmt®®®�����m•��mo
MEN=®MEMO®MEM®ME
1-1/r MIN EDGE DISTANCE YMMEDGEDISiANCE
Cl C2
mm mo
,-1/2-MIN EDGE DISTANCE
SpansUpToB'-8" Spans Up To 1 V-W
CONN TYPE ONN TYPE C NN TYPE
. .
m®®�m•m.'// %i.®mr /i�m•mim•mtm.®1/4"ELCO ULTRACON WITH
m•®/%%i,
0®®® wY�%/.��'�//.YAG%i®��®�•'//%%'//��'�//%/1.�%i -
-114
ANCHOR W/1-1/4"EMBED
NEW
m�//�fiX/'%iii®/%ilY/%im''///�///'/%/tS�/// m1-3/4'EMBED
���//L�%%i��Y//�//
%/////%i%/// ///////%'//// ///G, 811
//%/ %/ / %// /%%/ /E �WE 111 0 1-11/
//////,%///%//////%%////%%///////.%//////•'//////%i%////%i%//////�t1�% //,.'�///',fY'%ice%'i/%�//�/%/�%'�//i�%%l/%i.
ME
wommms
0MW®''//%%//%'/''/// /%//Y%/%�////%'%G.'/// //''///9i%/
i
6
• 1111111
QST TE OF
ANCHOR SCHEDULE: HOLLOW CONCRETE
BLOCK. CONT. ANCHOR SCHEDULE: WOOD (G=0.55). .
1- 2"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE / j �1U`o i
`j Spans Up To 6'-0" _Spans Up To 8'-8" Spans Up To 11'-0" rj Spans Up To 6'-0" Spans Up To 8'-8" Spans UP To 11'-0" `r X
M LOAD CONN TYPE CONN TYPE CONN TYPE N o LOAD CONN TYPE CONN TYPE CONN TYPE Z j
(Ps() Cl C2 C3 ClI C2 I C3 ClC2 1 C7' r ANCHOR
LU
(psp Cl C2 C3 Cl CZ I C3_ Cl -C2 ri
C3 Q m o o d
a t
1/4"POWERS TAPPER+W/
15 1/4"LG SCREW WITH 1-3/4 48 6.0" 6.0 11.5" .16..0" 16.0 7.0" 16" " " .0" 16.0" 5.5"
8.0 16.0 5.5" 6.0, 16.0"
0" 16.0" 16. 4.5" 16.0" 16.0" 3.L1/4":EMBED 62 12.0" 12.0" 4.5 .7.5MIN THREAD PENETRATION 62 16.0" 16.0" " 160 4.0" Y"J IWWW1 '^%7.72 0.5" 10.5" 6.0" 6.0"
90 7.5" 8.0" 4.5" 4.0" 90 16.0" 16.0" st ci_wm
S.S' 16.0" 16.0" 3.5' 13.0" 11.5" 2.5" m m 3 y
128 4.5" 4.0" r .r r ".: 128 16.0" 16.0" 3.S' 11.5" 9.5" 2.5" B.5" 7.0" �
N 7/16"WOOD BUSHING WITH 48 16.0" 16.0" 9.5" 13.0" 13.0" 5.0" 9.5" 10.5" 3.5" p v
a
1.13"MIN EMBED&1/4-20 62 14.5" 14.5" 6.0" 9.5" 10.0" 3.5" 6.5' 6.5" 2.S' ¢
m l� SS MACHINE SCREW72 12.5" 12.5" 5.0" 7.5" '7.5" 3.0' S.5"
o p 90 9.5" 10.0" 3.5' 5.5" S.0" 2.0" 4.0" 3-5-
2 n
n O 0 2.0" 3.5" 3.D"
O ." S. 2.S' 2.0" _ y
3
1#14 SMS,#14 WOOD SCREW 4 16.0 16.0" 13.0" 16.0" 16.0" 8.0" 16.0" 16.0" 6.0" n
rc OR]/4"POWERS TAPPER, 16.0" 16.0" 9.5" 16.0" 16.0" 6.0" 16.0" 16.0" 4.5'
x
WITH 1-3/4°MIN THREAD 16.0" 16.0" 7.5" 16.0" 16.0" 5.0" 14.0" 13.0" 3.S'
d PENETRATION W
16.0" 16.0" 6.0" 14.5" 13.0" 3.5" 10.5" 9.0" .3.0" ?
1284- 1 14.S'. 13.5" 4.0" 9.0" 7.5" 2.5" 7.0" 5.5" -2.0" �� o
Fes` p.
p o 0
=mom
zoo mu
•' � O-a<zui
ANCHOR SCHEDULE: GROUT-FILLEDANCHOR SCHEDULE: WOOD (G=0.42) �°
_
�w
LL m
4"MIN EDGE DISTANCE 3/4"14IN EDGE DISTANCE E 3 g
G Spans Up To 6'-0" Spans Up To 8'-8" Soans Up To 11'-0" rj Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 11'-0" a v
N o LOAD CONN TYPE CONN TYPE COWN TYPE N LOAD CONN TYPE CONN TYPE CONN TYPE ri
s ANCHOR (Psi Cl C2 C3 Cl C2 C3 Cl C2 C3 O N ANCHOR gyp$'/ Cl C2 C3 Cl C2 C3 Cl
5/16"ITW TAPCON%L W/ - 48 16.0"-1 16.0" 16.0" 16.0" 16.0"- 16.0" 16.0" 16.0" 11.5" 1/4"LAG SCREW WITH 1-3/4" 48 -16.0" 16.0" 9.0" 16.0" 16.0" 5:5" 16.0" -16:0" 4.0 o
g -• 2-1/4"MIN:EMBED 62 16.0" 16:0" '16.0" 16.0" 16.0" 11.5" 16.0" •16.0" 8.5" MIN THREAD PENETRATION 62 16.0" �16A" 6.S"
3 :u.0" iG.O" 4.0" 14.0" 14.0" 3.0"
72 16.0" 16.0" 15.5" 16.0" 16.0" 9.5' 16.0" 16.0" 7.0" 72 16.0" 16.0" S.S' 16.0" 16.0" 3.5" 11.5" 10.5" 2.5"
w O p-
¢ 90 16.0 16.0 11.5" 16.0" 16.0" 7.0" 13.5" 11.5" 5.5" 4 90 16.0" 16.0" 4.0" 12.0" 11.0" 2.5" 8.5" 7.5" 2.0"
128 16.0 16.0 7.5" 12.0" 10.0" 4.5" 9.0" 7.0" 0 128 12.0" 11.0" 2.5" 7.5" 6.5" •> 5.5" 4.5'
LL
7
15.0" 4.0"
c 5 5/16"ELCO ULTRACON W/ 48 16.0 16.0 13.5" 16.0" 16.0" 7.5" 12.0" 13.0" 5,0" #14 SMS,#14 WOOD SCREW 48 16.0" 16.0" 9.5" 16.0" 16.0" 5.5" 14.0"
e 0 z 2-1/4"MIN.EMBED 62 16.0" 16.0" 8.5" 12.0" 12.5" 5.0" 8.5" 8.0" 0 OR 1/4°POWERS TAPPER+ 62 16.0" 16.0" 6.5' 14.0" 15.0" M1.0" 10.0" 9.5" 3.0"
,! WITH I-3/4°MIN THREAD w f "p'
V O 72 16.0" 16.0" 7.0" 9.5" 9.5" 7.0" 6.0" O 72 16.0" 16.0" 5.5" 11.0" 11.5" 3.5" 8.0" 7.5" 2.5" o R
U 3 PENETRATIO 4 -
., 5.0" 9.5" 90 14.0" 15.0" 4.0" 8.0" 7.5" 2.5" 6.0" 5.0"
128 8.5" 8.0" 2.S' 5.0" 4.5 ////.r 4.0" 3.0"
Hill
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COPYRIGHT FRAH K L BEM W AO F.E.
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