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Professi al fin, ,� USER: Public User
Regulation 'Opy
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P Product AOOravalMeoa>Pmdpctor Aoolicaggn Search> Application Ust> APpllcatlon Detail
F I
FL # . Cl---Rl ?—
Application Type Revision
Code Version 2010
Application Status Approved
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
SCANNED
Comments BY
Archived St. Lucie County
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
SCANNED
ekoss@cws.cc
BY
Authorized Signature Michael La Fevre
St. Lucie County
mlafevm5l@gmail.com
Technical Representative
Brian Tenace
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative
Cal Ledy
THESE PLANTS AND ALL PROPOSED WORK
Address/Phone/Email
1900 WOcala, s4474Ve'
ARE SUBJECT TO ANY CORRECTIONS
FL
(352) 368-6922
REOUIRBD BY FIELD INSPEC 0%THAT
cledy@cws.cc
MAY BE NECE9iAAY Its ORDN TO
Category
Wifidows
COMPLY WITH ALL APPLICABLE CODES,
Subcategory
�iz'ontal.S1ider _ -
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By .. Keystone Certifications, Inc.
Referenced Standard. and Year (of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E 1300-04 2004
Equivalence of Product Standards
Certified By i
MNaWDPARINNONMOW
ATHEAMMILROFT E
�91i���C0A0
Product Approval Method Method 1 Option A
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Florida Building Code Online
Page 2 of 2
Date Submitted 10/30/2012
Date Validated 10/31/2012
Date Pending FBC Approval
Date Approved 11/04/2012
Summary of Products
FL #
Model, Number or Name
Description
15802.1
HS-820 PVC Horizontal Slider
HS-820 PVC Horizontal Slider, Nan -Impact.
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL15802 Rl C CAC CAR 138-1035.odf
Approved for use outside HVHZ: Yes
FL15802 RI C CAC CAR 138-1036.ndf
Impact Resistant: No
FL15802 RI C CAC CAR 138-1050.odf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: See Installation Instructions for size and DP.Glass
06/20/2016
complies with ASTM E 1300-04.
Installation Instructions
FL15802 R1 II CWS-814A (HS-820. Non-Imoact).Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL158OZ R I AE Eval2
Imoact).odf
Created by Independent Third Party: Yes
aaa Nezt
nS. rtOct-U :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone:850-48T-1824
The State of Florida Is an AA/EEO employe, Copvrinlit 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 o-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 850.487.3395. *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 emalls provided may be used for official communication with the licensee. However email addresses are public recerd. 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)],,;.
Product Approval Accepts:
09 9�51 0
RNIMMSMEM
I�tad�ttarFdE
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl%2bT7l D/o... 3/16/2015
temp
Parta
Description
Vendor
Material
1
1+6000
Mph Fr..wfft..wC.Haad
Mon
wC
2
K6000
Mh Ff.. wIF19.. wG Sol
Man
wC
3
KNOO
Mah Fr.,wft.. WC, .m.
Mbon
wC
4
K1497
Refit Sash MmL Raa
Keymark
Abmnum
6
K1681
Alum WMeet. Rat Fxd.
Keyourk
AMminum
7
1+1836
Abm Most Rat Fxd
Keymark
Alndnum
8
K60N
Sash Topf Rai
Mban
wC
9
K6027
Sash Mfel Rat wC
MO.
we
10
1+6028
soon Nt Rat wC
Man
we
11
P3029
Screen Nlleb
Ho"
Steel
12
R303J
Screensplhg
Haley
Seel
13
R3113
screw Suppod. wC
Te.nire,l'co
1>LbUer
14
R3114
NxTRl Truss SMs®Idg rat
Fastenal
Seel
15
R3218
Screen irons
FlIScreen
Alminum
16
R3220
Screen Spine
Imp.
17
R3321
Screen Gamer Kay
Mom
AVbn
18
R3342
Seam Sealer. SW5504
Schnee
19
R3352
Set Bk, 85 Our, 118' x 70 x 2' Lg.
FranldOwe
Rubber
20
P3420
Wahs..0.270x.187b.1k RaSa.I,G,.v
Ulrefab
21
R3541
aexlQ-MWTek89ro8er
Fastenal
Seel
22
R3760
aB x 7/0' N Flat SMS, WTI. ®bck
Fastenal
Steel
23
I R4479
Weep Coav,al Flap
MeM
Nylon
24
W707
Camtack
Lawrence
ngbn
25
R4779
lRollenTerclason
MdM
lrymn
N
M959
Wshp..OAKx.IB7bdck Fh9eat Glay
Warps
n
&1498
ReMorcenenl, Sash, BIR(Skle Pal
Keyndark
Atmbwm
28
S0005
Ruler Track
Men
wC
29
S-6013
Scrn. Adapt. w/Nb, wC
Moon
wC
30
S4A6]
MFG Rai[End Cap
Moon
wC
31
S4i064
GbzeWad
Man
P/C
32
9-60T7
MWGRat End Cap
Man
INC
33
GIASS
See Shed
m
Sikarbx 552 or Ndect Glaze'tT
lknkel/Truaeal
35
K600DA
Main Fr., wlFn., wC
Man wC
2
PVC MAIN FRAME -6000
�{
6131C.
15/8'
PVC SASH SIDE RAIL-6004
/8' I
1 �Q
PVC SCREEN CATCH -6013
J
ALUM REINF. S.B.RJS.S.R.- 1498
PVC SASH PULL RAIL -6028
H y 58'
1/16,
4
L
ALUM REINF. SASH RAIL-1497
I—M4"
]1
7/8'
PVC GLAZING BEAD-6064
-�23116"�
3
�L111fi'
PVC MTG RAIL HDCOVERE077
F�-
L �3'�
1
311fi'�
SCREW SUPPORT-3113
PVC MAIN FRAME - 6000A y
PNONR AAYANDCONFIDENRV. 10/26/2012
THE INFORNATON CONTAINED IN THIS DR AW NO IS THE SOLE PROPERTY OF CUSTOM
ON THIS PRODUCT. WNCQW SYS7EM5, INC. AMf REPROWCTON IN PPRT OR/SA WIKKElN1N0Ul THE
6063-TS MATERIAL. WRI77EN PERMI5310N OF RCM WNWW SYSTEMS. INC. IS PROHIBITED.
r-23/i6"
g
1 5`I6'
J�
PVC SASH MTG. RAIL-6027
F11Y
2118'
ALUM STD. MTG. RAIL-1836
CONSTRUCTION
IH I lul BI
FIXED MEETING RAIL
SCREWED TOGETHER WITH I
OUTERFRAME (014-OTY2)
1116'
15/16'
1 Yl6'�{
1/16'
L30
Ill-1k
an
8 ''
F-t9/16'
PVC ROLLER TRAOKE00
PVC MTG RAIL COVER-6063
316'�
e'
718°
6
ALUM HD MTG RAIL-1681
ADDED FIN UNIT 1 10/6112
No 58201 1900 SW 44TH AVE.
* OCALA, FLORIDA 34474
• TLE:
EXTRUSIONS I B.O.M: NON IMPACT
STATE OF :�wZ E]O s 820 ADE
a.. •'.eLG-. HORZ. SLIDER 1:2
SOF8
INTERIOR FINISH
INTERIOR
11/d' MIN, EMBEDMENT
BY OTHERS
, v ,+ r
ICI
INTERIOR FINISH
�.•}
BY OTHERS
CONCR}
•W+ •+•+;'
SEALANT BETWEEN BUCK
BY OTHERS
BY OTHERS
AND OPENING BY OTHERS
.O.a
—{
1/4'MPX. SHIM
�I
MIN. EDGE DIBT.}---y
"v'
INSTALLATION
ANCHOR, 3116-CIA.
[C]
lC1
ryy,'
MASONRY
SCREW THRU SCREW
'd'e
I
Y
SUPPORT
o• �•
a
♦: ♦:
iY.
ICI
ETErt4ASON
♦ • �•
•♦' ♦'
♦ • •
• e.
Yv
r•v
•d�.�,
BY OTHRV
BY OTHERS
♦.
♦
ti
ti
4 d
v•
ll 1 BYBUCK 11/4" MIN. EMBEDMENT
. ' d' 4
EXTERIOR FINISH
BY OTHERS
—L BY OTHERS IC]
d
[A]
`C]/2'MIN.
DIST• 4
t=
L
LEDGE
�d 4
PERIMETER SEALANT
•T
BYINSTALLER
1/4•MAX. SHIM
PERIMETER SEALANT
[BI
1 BV WOOD BUCK
BYINSTALLER
BYOTHERS
SEALANT BEHIND
[a]
FLANGE
FLANGE BY INSTALLER
BYINSTALLERND
INSTALLATION ANCHOR, 3/16'DIA.
g HORIZONTAL SECT ION
MASONRY SCREW THRU SCREW SUPPORT
EXTERIOR FINISH
(C]
fi FRAME MASONRY
( )
BY OTHERS
SEALANT UNDER SCI
HEAD BY INSTALLER
SEALANTBEHIND—
FLANGE BY
INSTALLER
PERIMETER SEALAN
BY INSTALLER
CONCRETE/MASONRY
BY OTHERS
HIGHSTRENGTH —
STRUCTURAL
GROUT BY OTHERS A VERTICAL SECTION
6 FRAME(MASONRY)
SEALANT
HEAD BY
SEALANT BEHIND FLA
BYINSTALLER
I M0' MIN. EMBEDM
[D]
1/4" MAR SHIM
16]
D' D • 7/8" MIN. EDGE DIST
ID]
u
INSTALLATION ANCHOR,
• A • #10 WOOD SCREW WITH
INTEGRATED WASHER THRU
p';' SCREW SUPPORT
• D• ID]2 BY WOOD BUCK
•'�• BY OTHERS
k{ [A]
SEALANT BEHIND FLANGE SEALANT BETWEEN BI
BYINSTALLER
AND OPENING BY OTHf•,
PERIMETER SEALANT EXTERIOR FINISH
BYINSTALLER BY OTHERS
C 8FRAMEIWFRAME NTALOOD) BECTION
INSTALLATION ANCHOR, 3/16" DIA.
MASONRY SCREW.NEOPRENE
BACKED WASHER THRU SCREW
SUPPORT
IC]
r-14" MAX. SHIM
EXTERIOR FINISH p P. �• • D
REFERENCE NOTES:
BY OTHERS D . D n g •; C 11/4" MIN, EMBEDMENT
A SEE NOTE 9, SHT 1
ION ANCHOR, 116"DIA.
:� PD [C]
D • • �• G •�
B SEE NOTE 283, BHT
EW SCR./NEOPRENE
ASHERTHRUSCREW
C D ♦ G D
�•• D
C SEE NOTE 4, SHT2
,D.••D.•C D
DSEE NOTE S,SHT2
••RED. C•�D,� •D •• •�•• •♦•• 21/2"MIN. EDGE DIST.IC]
D
SHIM
�•.D•e DD DnD�
�[B;'MAX
CONCRETEMIASONRV ALTERNATE PRECAST SILL DETAIL
DFRAME(MASONRY)
]`—iF�
`SILL STOOL
BYOTHERS �
BY OTHERS
LUCAS A. TURNER, FL P.E. 5820, A ADDED FIN UNIT
10/6112
USE SOLID WOODSUPPORT
11p1npgl++
TO MAKE
P..t9REW TGr�i
SILL LEVEL BY OTHERS
,\43�
`"cEN y '�
Se'•R2�,=
wZ5 3'` WLNDOWS&DOORS
-11/4'MIN. EMBEDMENT
a. No 58201 ^'AVE.
.'
ICl
OCALA, FLORIDA 34474
— 21W
:vi E¢z rLE' INSTALLATION DETAIL THRU FRAME - NON IMPACT
MIN. EDGE DIST.[C]
�� 1)' STATE OF
+4r�C ER Bs:
ar
O, 82D
PRCPPoETARYANDCOKIDENTNL 10/26/2012 �T':FL DQ�•\2,��
, 07/20/2012
AIDE
THE INFORMATION CONTNNEOINTHIS 0MlMNOISTHESOLE PROPERTY OF CUSTOM 4FS `vIS R%• O♦ `HORZ. SLIDER C
rrrrr%8ONA�.110
NTS WS' 0"CWS-814
IS PROHIBITED.
A 6 IF
WRITTM PERMISSION
OFCUSTOM WNDOWB ST SYSTEMS,
BYINSTALLER
SEALANT BEHIND
BYINSTALLER
E VERTICALSECTION
1I8' MAX. SHIM
#10 SCREW
IEI
F HORIZONTAL SECTION
PROPPIETARYANOCOKmENTAL 10/26/2012
THE INFORMATION CONTNNED IN THIS DRAWING IS THE SOX PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC My
REPROOUOTION IN PART ORASA WHOLE W THOUTTHE-
WWTTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, INC. IS PROHIBITED..
REFERENCE NOTES
A SEENOTE 9,SHT1
B SEENOTE283, SHT2
C SEENOTE 4,SHT2
D SEENOTE S,SHT2
E SEE NOTE 6, SHT2
F SEE NOTE 7,SHT2
G SEE NOTE 10, SHT2
FIN UNIT 110/6/12
No 58201 iP 1900 SW 44TH AVE.
i * OCALA, FLORIDA 34474
* — TL
�G� INSTALLATION DETAIL THRU METAL-NONIMPACT
STATE OF t�U2` EKES: 820RAWN BY; p AIDE E' 07/20/2012
..........
RP�G\2�. HORZ. SLIDER NTS °' °' CWS-814
"ONAIE. .0�A � � A 70F8
MIN. EMBEDMENT
EXTERIOR FINISH
W/ INTEGRATED WASHER
2BY WOOD BUCK TV MIN. EDGE DIST.
BY OTHERS
^.°•
IF]
BAY OTHERS IF]
:�':
2BY WOOD BUCK
1W MAX SHIM
SEALANT BEHIND FIN
BYOTHERS
IB]
BYINSTALLER
;d°•
[A]
WINDOW WRAP
�••d
BYINSTALLER
t
it
S•MIN. EDGE DIST.
INSTALLATION ANCHOR,
,
[FI
010 WOOD SCREW
PERIMETER SEALANT4a
WI INTEGRATED WASHER
BY INSTALLER
----L
IF]
MAX SHIM
181
IBI
1112" MIN. EMBEDMENT
IF]
SHEATHING
BYOTHERS 1�
d• d•°
•y� •tt 4f 1
dd •ed aY•°
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND FIN PERIMETER SEALANT
BYINSTALLER BYINSTALLER
WINDOW WRAP
BYINSTALLER
REFERENCE NOTES:
IAISEENOTE 10,SHTI
H HORIZONTAL SECTION
IBI SEE NOTE 265, SHT 2
S FIN(WOOD)
ICISEENOTE 4,SHT2
IDI SEE NOTE 5, SHT2
1l4" MAX SHIM
IFI SEE NOTE S, SHT 2
IBI
IFI SEE NOTE 1, SHT 2
PERIMETER SEALANT
^•aF
9/g MIN. EDGE DIST.
BYINSTALLER
IFl
WINDOW WRAP
BYINSTALLER
°•�
C •
2BY WOOD BUCK
BY OTHERS
A ADDED FIN UNIT
10/6112
FINa•
. ° o•
A
LUCAS A. TURNER, FL P.E. 58201
2YG�4,
BYINSTAL LLANT ERND
INSTALLATION ANCHOR,
�y PT1DREW
e
SIOWOODSCREW
,, ......
EXTERIOR FINISH
WIINTEGRATEDWASHER
SOP: RS
BY OTHERS
1�
;' No 56201 .: 1900 SW 44TH AVE.
Q" 11MIN. EMBEDMENT
?*.: S*� OCALA, FLORIDA 34474
SHEATHING
1�
='D * ¢j ILL: INSTALLATION DETAIL WOOD CONST. - NON IMPACT
BY OTHERS
G VERTICALSECTION
`Z SP% STATE OF .4U s:
ATE:
e IN
(WOOD)
10/28/2012 ,O�--. , P:ZAd 820
ADE 07/20/2012
DENTAL
THE INFORMATION CONTAINED IINPRWMTHIS ORAWNO IETARYAND S THE 50lE PROPERTY OF CUSTOM 'iFS �ORL.•••G�� HORZ. SLIDER °
q�i
NTS G. NO.:`.WM14
WNDOWSYSTEMS WRITTEN PERMISSION OF CUSTOM WINDOWSYST MS,OINC. 15 PROHIBITED. $�ONA, t" ,p
A 801`8
Florida Building Code Online
Page 1 of 2
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aCiS Home flag In 3 User Registration Hot TODia Submit Surcharye : Stags Is Facts ; Public Uons i MC Staff eCIS Ste Map j Links i' Seaah I
Business011,51
Professi l
� qp3e
c}�1 1,51 use. Pubiia User
Regulation
fp,„�'!IR' ..,
ProftRftoroval Menu>Produd or Avolicetion
5ea¢h> Application Ust> Applleadon Detail
FL #
FL15802-Rl
Application Type
Revision
Code Version
2010
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 Michael LaFevre
mlafevre5l@gmaii.com
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative
Cal Ledy
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922
cledy@cws.cc
Category
Windows
Subcategory
Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard
AAMA/W DMA/CSA/101/I.S.2/A440-08
ASTM E 1300-04
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Year
2008
2004
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Florida Building Code Online Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Produ cis
10/30/2012
10/31/2012
11/04/2012
FL #
Model, Number or Name
Description
15802.1
HS-820 PVC Horizontal Slider
HS-820 PVC Horizontal Slider, Non -Impact.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15802 RS C CAC CAR 138-1035.pdf
Approved for use outside HVHZ: Yes
FL15802 Rl C CAC CAR 138-1036 odf
Impact Resistant: No
FL15802 Rl C CAC CAR 138-1050.odf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: See Installation instructions for size and DP.Glass
06/20/2016
complies with ASTM E 1300-04.
Installation Instructions
FL15802 Fill II CWS-814A (HS-820. Nan-Imoact).Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL15802 Fill AE Eval Rep CWS-814A (HS-820. Non-
Imoact).odf
Created by Independent Third Party: Yes
Back Neat
Conte :: 1940 North Monme Street Tallahassee R 32399 Phone: 850-487-1824
The State of Florida is an ANEW employer. Copy/mht 2007-2013 State of Florid. :: 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-recods request, do not send
electronic mail to this entity. Instead, confect the office by phone or by traditional mail. If you have any questions, please contact 850.482.1395. `pursuant to
Section 455.225(1), Florida Statutes, eHed:ive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department win an email address if
they have one. The emalls 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 jt [ .
product Approval Accepts:
RE ® El 12
4X`Cltrl[VNiTkfGr"
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 3/16/2015
EXTERIOR
INTERIOR
SECTION A -A
TYPICAL VERTICAL SECTION
INTERIOR
SECTION B-B
TYPICAL HORIZONTAL SECTION
STD MTG RAIL VALID UPTO 83" TALL
HD MTG RAIL
SECTION C-C
TYPICAL VERTICAL SECTION
HD MTG RAIL REDD ON HEIGHTS OVER 63"
NOTES: ITEMS 11,12,14,15-18 ARE USED BUT :�JV" N �E
NOT SHOWN FOR CLARITY. ��; No 58201
>� S1 . STATE OF
PRaPdETraYMO crosmENTAL 10/23 012 "',�-N .A'� OR; 04
THE INFORMATION CONTNNEO INTHIS ORAWINGISTHE SOLE PROPERTY OF CUSTOM S
MTTENPERMISSION OF CUSTOM WHOM SYSTEMS,WHOM SYSTEMS INC. REPRODUCTION ,IINC. IS PROHIBITED. THE 4ryS�ONA 1E1
SECTION D-D
ALTERNATE FIN FRAME
FIN
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
rrLE: SECTION VIEWS/ALT. FRAME -NON IMPACT
E s' 820 ADE 07/20/2012
HORZ. SLIDER NTS G.ro.' CWS-814
8
4MAX
e- A;
O.CT_
MAX
r-w MAXO.C.(TYP)
I
I
I
I
O
I
I
I
I
I
I
1
I
I
I
I
I
1
I V
^
a
D—J
ANCHOR LAYOUT -(FIN)
THRU FIN (WOOD OPENING)
NEOOP
INSTALL ONE ANCHOR AT EACH LOCATION.
SEE NOTE 7
6" MAJ
r
21" MAX 1
L
A
14• MAX D.C.
I
-
I.•-3'@MT RAIL
i
I
C.
_
I
I
I
O
I I
I
v I
I
I
a I
I
A �J
ANCHOR LAYOUT -(FLANGE)
THRU FRPME(M450NRY, METPI. OR W0000PENING)
. DP
ION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W FOR MASONRY OR WOOD, AND ire" FOR METAL.
1116- IS PRESENT.
6• MAN
I.,RTN
r
21' MAX o,
L
. 16' MAX OC
3"
L.-3- @ MTG RAIL
I
I
-I
I
I
I
O
�C
1
I I
I
I
X I
I
I
I
a
ANCHOR LAYOUT - (FLANGE)
THRU FRPME(MASONRY, MET,LL, ORWOODOPENING)
H DP
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. W16' OW ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 212', IN ANY DIRECTION, SHALL BE ACHIEVED.
S. #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7l8', IN ANY DIRECTION, SHALL BE ACHIEVED.
6. #10.161T W TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
7. #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 M' INTO BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF SIB", IN ANY DIRECTION, SHALL BE ACHIEVED.
B. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS
IN CONTACTWITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT LUCAS A. TURNER. FL P.E. 58201 A ADDED FIN UNIT
INSTALLATION ANCHOR
ES FOR
DUCTS
N ARE BASED ON
10 A. WOOD- MINIMUMS SPECIFIC GRAVITYOFOF G=0.55(SOITHEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,4P6 P.to EHW F?; #,N
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. S••••
C MASONRY STRENGTHOONFO MANC O pJG ,•'4 F�L WINDOWS&DORS
SEE NOTE 2
INSTALLATION
ANCHORS TYP.
1016112
R E T ASTM G90.
D. ALUMINUM -1/e'THICK MIN., 6063 T6 MIN.
,• No 58201 ;'� :
1900 SW 44TH AVE,
E.STEEL -.060"THICK MIN., 33 KSI MIN.
yy;;}�
OCALA, FLORIDA 34474•
11. SEALING AND FIASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH yy
7'.
*
gib' ;q�
"9P STATE OF W�
E:
ANCHOR SCHEDULE&NOTES-NON IMPACT
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
FMNAAMA 100(FIN WINDOWS),
10/2B/2012
:
O • (V
EKES:
820
N . A e
AIDE 07/20/20
FMAIAAMA200(FLANGEWINDOWS),
PRWPoETAAYANDCOFFIDENR L
�T''A'( DA..14
�.R.:
'HORZ.
C E'
6'O"CWS-8
FMAWFMNAADMAANDMA
THE INFORMATION CONTANEO IN THIS gtNW1N015 THE50IE PROPERTY OF CUSTOM
%�lS C2♦
,���FS/OHAIT00'
SLIDER
NT$
300WINDOWS),
EXTO ROR MORS).
MITTEN PERMISSION OF CUSTOM WINCDOW SYSTMS, 11 ISPROHIDRED�O�TME
A 2OF8
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
ANCHOR SCHEDULE & NOTES ..........
2
OF CHARTS & GLAZING DETAIL........3
SECTION VIEWS & ALT FRAME ..........
4
EXTRUSIONS & B.O.M.........................5
INSTALLATION DETAIL.......................6-8
HORIZONTAL SLIDER ELEVATION (NON -IMPACT)
(SHOWN W/ DIFFERENT OPTIONS)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: 'ODC & "X/0".
4. DESIGN PRESSURE RATING (SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-1300.
5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN
WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED
MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATION HS-820.
9, 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT
OR ENGINEER OF RECORD.
10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED
SASH
11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
Lucas Turner
2012-10-26 10:28-04:00
MAX SIZE w/ HD MTG RAIL
JV,- No BB2 1
DESIGN PRESSURE RATING
a
FLANGE ONLY+/.45
r9:
�z
S9L, STATE OF
OA':k
RIETARYAND CONFIDENTIAL 10/26/2012
THE INFORM4TION COWNNED INTT C ORAWNG IS THE SOLE PROPERTY
P
��,R`S'... .G'
OF CUSTOM
AMOIRTHE
WNDWRINAt
.
�4470"N"40
SS
TTEN PERMISSION O OF WINDOW SYSTEMS, INC. PROHIBITED.
FIN UNIT 1 1016/12
& DOORS
GENERAL NOTES & ELEVATIONS -NON IMPACT
G' 820 ADE ie 0712012012
712012012
HORZ. SLIDER NTS °'�O' CWS-814
1 OF8
Florida Building Code Online
Page 1 of 3
'us nes
�
a
.
,
rle
\a
Regukion
�f
ti cc ICE'r Piw_+ a .
Application Type
Code Version
Application Status
Comments
AfCtdved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration
Validated Dy
CertiOcate,of Independence
Referenced Standard and Year (of
Equivalence of Product Standards
Certified By
ass- .+ P5uul,uPr I! on.^on
SCANNED
���r�>rpp anaaoCan BY
St. Lucie County
FL4093-R7:rp`�
2010 Revision p�+\,�?�.'./J7/}��
Approved
IJ
Custom Window systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(3S2) 368-6922
ekoss®cws.cc
Koss Erin
ekow@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss®cws.m
]ay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop®cws.cc
yl'��r
Flxed`'" -,
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
EZ Evaluation Report - Hardcopy Received
Lure A. Turner
PE-58201
Keystone Certifications, Inc.
04/10/2016
Steven M. Udch, PE
10 Validation Checklist - Hardoopy Received
FL4093 R7 COI EvalReo CWS-234D tPW-8150. 84x96. Nil.odf
AAMA/WDMA/CSA/101/I.S.2/A440-0S 2005
AAMA/WDMA/CSA1101/I,S.2/A440-08 zoos
ASTM E 1300-04 2004
PA TAS 202 1994
htq)s://www.floridabuilding.org/pr/pr_appldtl.aspx?param=wGEVXQwtDquz931d/o2b4g5fa .. 3/2/2015
Florida Building Code Online I 1 Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
SummarV of Products
Method 1 Option D
10/27/2014
10/28/2014
11/18/2014
02/23/2015
FIL #
Model, Numb
r or Name
Description
4093.1
8300 Vinyl Fin
Flange Picture
8300 Vinyl Flp/Flange Picture Window
Window
Limits or use
Installation Instructions
Approved for use In HVNZ: No
Approved for use outside HVHZ: Ye
Impact Res7iduint: No
Design Pressure: N/A
FL4093 R7 II CWS-339C (PW-8300. NI)odf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
Other: PIN-8300, 84 x 96, DP 40 PSF
/ Anneal. Glass;
FL4093 R7 AE E IReo CW5- (PW-8300 NI)ndf
Created by Independent Third Party: Yes
PW-8300, 84 x 96, DP 65 PSF w/ Temp
120 x 48, DP 40 w/ Anneal, Glass. Glas
Glass; PW-8300,
complies with ASTM
E1300-04.
4093.2
PW-8100 Viny
Flg/Fin Picture
PW-8100 Vinyl Fig/Fin Picture Window.
Window
Limits of Use
Installation Instructions
Approved for use In HVNZ: No
FL4093 R7 1I CWS-2341) (PW-8150. 84x96 NI).udf
Verified By: Lucas A. Turner 58201
Approved for use outside HVNZ: Ye
Impact Resistant: No
Design Pressure: +40/-40
Created by Independent Third Party: Yes
Evaluation Reports
Other: PW-8100 (aka 6150), max. sit
84- x 96', DP = +/-
FL4093 R7 AE EvalRep CW S-234D (PW-8150. 84x96
NI).odF
40 psf. Glass complies with ASTM E130
-04.
Created by Independent Third Party: Yes
4093.3
PW-8150 Viny
Flg/Fln Picture
PW-8150, Vinyl Fixed Window, Non -Impact
Window
Limits of Use
Installation instructions
Approved for use In HVNZ: Yes
FL4D93 R7 H CWS-506A (PW-8150. SOX72. NI).pdf
Verified By: Lucas A. Turner 58201
Approved for use outside HVHL• Ye
Impact Resistant No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other See Installation Dwgs. for DP,
on -Impact, Max.
FL4093 R7 AE EvalRep CWS-506A (PW-8150. SOx72.
NI).odf
size 50' x 72'. Glass complies with ASI
4 E1300-04.
FL4093 R7 AE Mikron NOA 11-0830 69,ndf
Created by Independent Third Party: Yes
41193.4
PW-8150 Viny
Flg/Fln Picture
PW-8150 Vinyl Fixed Window, Non -Impact, Continuous Head
Window
& Sill.
Limits of use
Installation Instructions
Approved for use In HVNZ: No
FL4093 R7 It CWS-511A (PW-8150. 74x72 ContHdSI,
NI).odP
Approved for use outside NVHZ: Ye
Impact Resistant: No
Verified By: Lucas A. Turner 58201
Design Pressure: +67.5/-67.5
Created by Independent Third Party: Yes
Other: PW-8150, Fixed Window, DO C
infig., Max. size 74
Evaluation Reports
1/8" X 72'. Glass complies with ASTM 1
1300-04.
FL4093 R7 AE EvalRep CWS-51IA (PW-8150. 74x72
ContHdSl. NI).pdf
Created by IndependentThlyd Party: Yes
4093.5
PW-8300 Vin
Fig/Fin Picture
PW-8300, Vinyl Fixed Window, Non -Impact.
Window
Limits of Use
Installation Instructions
Approved for use in HVNZ: Yes
FL4093 R7 D CWS-507A (PW-8300. SOx72. Nf).D&
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Y
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See installation Dwgs for DP,
on -Impact, Max.
FL4093 R7 AE EvalRep CWS-507A (PW-8300. SOX72.
size 50" x 72". Glass complies with
E1300-04.3
R7 AE Mikron NOA 11-0830 09.odF
Created by IndependentThird Party; Yes
3/2/2015
97
FL
H<
PICTURE WINDOW ELEVATION (NON -IMPACT)
�851/4'
MA
e
a
F
9
H
m
I
I
I
I
I
I
1/4'
CAGE
4
I
96' MAXUNIT
I
HEIGHT
I
I
I
I
I
I
I
I
L
A E G 4)
B 9 10
] GLASS DLO
DESIGN PRESSURE RATING
+40
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS .... 1
ANCHOR SCHEDULE 8 NOTES ......... 2-3
OP CHART & GLAZING .......................45
SECTION VIEWS.................................6
EXTRUSIONS & B.O.M........................7
INSTALLATION DETAILS....................8.10
PVC NON -IMPACT REQUIREMENT:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORI DA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 4)
3. CONFIGURATION: FIXED LITE'0'. ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT
LIMITED TO, THOSE SHOWN ON SHEET 3.
4. DESIGN PRESSURES: (SEE SHEET 5)
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION
TEST PRESSURES AND GLASS TABLES ASTM E-1300-04.
5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. SEE SHEETS e-9 FOR INSTALLATION DETAIL WINDLOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS
REQUIRED IN WINO BORNE DEBRIS REGION.
7. ALL FRAMES FULLY WELDED.
8. SERIES/ MODEL DESIGNATION PW-8100.
9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS
RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
RECERTIFICATION 10114114ADE
UPDATED PER 2010 FBC t0121111 TEF
UPDATED DESIGN PRESSURE TABLES 11018108
jJr No 58201 .'A$ 190DSW44THAVE.
OCALA, FLORIDA 34474
Lucas A. Turner rime' GENERAL NOTESB
201410-22 / `%1 : STATE OF SERIES:
15:11-04:00 10/22/2014 'O[ •�� Q. 6150
Lucas A. Turner, PE, FL P.E. #58201 'rySS�ONALEI�G` moose PVC FIXED LIT
1239 Jabaa Ave., North Port FL, 34288, Ph 941-380-1574 74nttn+rl`11
I-NONIMPACT
ADE Dare 12JI812008
NTS OWG.ND.: CWS-234
D s"Err`_ 1 OF 10
6- MAX
6• W
(TYP)
8_IM: MAX
(TYPJ
B
ANCHOR LAYOUT - (FLANGE)
THRUFRAME6GIIP' V oNaYOR
WOW OPENING)
NOTES:
9110 MAX OC A
(TYR)
x
ILI
NOTE:
III LINSTi
MP)
I
I
B
'FIN
ENING)
1. INSTALL ONE ANCHOR AT EACH LOCATION. THE ABOVE ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 3) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS RED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4' FOR MASONRY OR WOOD, AND 1/8' FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 111W IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3/16- DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO SOLID CONCRETE OR 1 3/4' INTO GROUT FILLED BLOCK, THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED IN EITHER DIRECTION.
S. #10 PAN HEAD SCREWANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 3/8- INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #1D-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
7. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO BY WOOD BUCK FOR FIN INSTALLATION.
A MINIMUM EDGE DISTANCE OF 7/16% IN ANY DIRECTION, SHALL BE ACHIEVED.
8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
9. 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 STRENGTH SPECIFIED BELOW.
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
ORE
A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
d1�U1W
��y p,xA• RE
B. CONCRETE - UNCRACKED, WITH MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI.
Nye,•
C.MASONRY- UNCRACKED, WITH STRENGTH CONFORMANCE TO ASTM C-90. MUST BE GROUT -FILLED.
D.ALUMINUM - 118' TH ICK MIN., 6063 T5 MIN. -1VP�•�1GE
Zv:• No 56201
E.STEEL -.060'THICK MIN., 33 KSI MIN.
11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH
"0
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
Z9, STATE OF
FMA/AAMA 100 (FIN WINDOWS), 10/77nm I
0'-o ' l - -.OP
Lucas A. Tamer, PE, FL P.E. #58201
1239 Jabara Ave., North Port FL, 34288, Ph 941-390-1574
DESIGN PRESSURE TABLES
PER NEW FBC REOUIREMEt
FLORIDA 34474
10/14/14 ADE
10/21111 TEF
NONIMPACT
PVC FIXED LITE--' NTS CWS-234
REV. LETTER: D SHEET. 2 OF 10
FULL CIRCLE
112 CIRCLE
114 CIRCLE
(:D
FULL ELLIPSE IOVALI
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME OR FIN-MASONRYAVOOD OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF
RECTANGULAR WINDOWS ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FINIFLANGE WINDOWS MUST
FOLLOW NOTE 1, SHEET 2.
[CATION 1120114114TADE
1PER 2010 FBC 1/EF
DESIGN PRESSURE TABLES 12/18/08
-j No 58201 :"A : 1900 SW 44TH AVE.
* : * * OCALA, FLORIDA 34474
/—�
;Q:t ➢TLE: ARCH. FLANGEAND FIN SHAPES - NON -IMPACT %9t STATE OF :4/+ SERIES: DRAWNBY: DATE
.,__,..,,.. :� -•.. o. _ a.: yz 8150 ADE 1
Lucas A. Tamer, PE, FL P.E. #58201
I
71W OVERALL 7/8' OVERALL 70 OVERALL 71W OVERALL
1/8' ANNEALED 1/8' TEMPERED 3116' ANNEALED 116- TEMPERED
518' AIRSPACE 5/8' AIRSPACE 10 AIRSPACE VZ' AIRSPACE
1/8' ANNEALED 1/8' TEMPERED 116' ANNEALED 116' TEMPERED
6GLASS
SIXAFLEX552OR 4 SIXAFLEX652 OR 4 61XAFLEX552OR 4 SIXAFLEX5520R
PURFECT GLAZE PURFECT GLAZE'H' PERFECT GLAZE'H' PERFECT GLAZE'H'
3ln'GIASS BITE 3 1l2'GLASS BITE 3 In,
BITE 3 'GLASS BITE -
1
O
PE A GLASS TYPE B GLASS TYPE C GLASS TYPE)
7/8' OVERALL 7/8' OVERALL
V4' ANNEALED 1/4' TEMPERED
1B' AIRSPACE 18' AIRSPACE
1/4' ANNEALED 1/4' TEMPERED
4GLASS
SIXAFLEX552OR 4 SII(AFLEX552 OR
3PURFECTGLAZE-W 3 PURFECT GLAZEW
1/2' GLASS BITE In' GLASS BITE D RECERTIFICATION 10/14/14 ADE
C UPDATED PER 2010 FBC 10/21/11 TEF ' -
EIUPDATED DESIGN PRESSURE TABLES 12/18/OB
A UPDATED PER NEW FBC REQUIREMENTS 07/1018
DREW rrG �•rm
E GLASS TYPEF GP?•-.sGE NS6•'. A'4'•. wwD oRs
No 56201 NA: 1900 SW 44TH AVE.
S J * OCALA, FLORIDA 34474
TIT"E:
;¢e DP CHART &GLAZING DETAIL - NON IMPACT
STATE OF SERIES: DPAWN BY: DATE:
�O�•;T p; 7=�� 8150 ADE 12/18/2008
10/22/2014 • lC .ZOROD �\ MODEL SCALE: DWG.NO.:
Lucas A. Turner, PE, FL P.E. #58201 •'i•SS70 EaGJ` PVC FIXED LITE NTS CWS-234
1239 Jabam Ave., North Pon FL, 34288, Ph 941-380-1574 7j74njj Air4�"�� REV. LETTER: D SHEET: 4 OF 10
'O'CONFIG. ANNEALED GLASS DESIGN PRESSURES.
PSF (POSITIVE
AND
NEGATIVE
PRESSURES
(N.)
ARE
EQUAL)
NOTE:
WINDOW LONG
DIMENSION.
UNRSI2E
W
60.0
66
W.0
72
60.0
78
w.0
e4
60.0
90
6o.0
96
W.0
1) IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
2) IF SIZE IS SHADED IT IS NOT AVAILABLE WITH THAT GLASS TYPE.
1e
24
W
36
42
ae
54
W.0
60.0
W.o
60.0
60.0
60.0
60.0
18W.o
W.0
W.0
0.0
W.D
W.0
W.0
W.0
W.o
60.0
W.0
60.0
0.0
W.o
60.0
56.7
60.0
51.1
60.0
46.6
60.0
43.6
60.0
41.6
W.0
W.0
W.0
0.0
W.0
W.0
60.0
W.0
0.0
W.0
0.0
60.0
0.0
60.0
0.0
60.0
24W.0
JA
0.0
W.0
W.0
0.0
60.0
W.0
60.0
60.0
60.0
W.0
60.0
W.0
W.0
60.0
57.8
W.0
S.430W.0
60.0
W.0
60.0
0.0
0.0
W.0
W.0
0.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
WD
W.0
W.0
W.0
W.0
W.0
W.0
60.0
W.0
W.0
W.0
M.7
W.0
49.7
S.0
45.2
W.0
60.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
W.0
60.0
6(10
60.0
60.0
60.0
W.0
0.0
0
36
C
W.0
Sax
60.0
60.0
W.0
60.0
W.0
60.0
W.0
60.0
0.0
54.8
0.6
47.0
u�
E
W.0
60.0
60.0
W.0
60.0
60.0
60.0
60.0
48.4
0.0
44.6
60.0
41.6
W.0
60.0
60.0
60.0
m
A
W.0
1 0.0 1
60.0
60.0
W.0 1
59.8 1
53.1
42
C
60.0
60.0
610
6(k0
W.0
0.0
W.0
0.0
60.0
0.0
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12/18/08
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