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FL#
16736.1
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FL15736-
Revisio
Sustalrr Window.Syst firs Inc.
Steven M. Urich,
Approved
R2
History
''Ft!#: FLi6736.1
adei`J'9 §200 Horizontal Slider
PE
(717) 317-8454
Description: HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO
or OX.
Category: Windows
Subcategory: Horizontal Slider
-Approved by DBPR. Approvals by DBPR shall ire reviewed and outlined by me Poo and/or the l.ommisskm it necessary.
Contact :: 2601 His lr Stone Read. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Co e,yilit 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-remrtls request, do not Send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
admits provided may be used for official communication with the licensee. However email addresses are public record. df 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:
ST. LUCIE COUNTY 0 i0 F90 ``-:
BUILDING DIVISIO
F+')''J'� ef.{C
FOR COMPL ;{y
REVIEWED BY
DATE
PLANS AND PER IT
r4US i BE KEPT ON JOB OR
NO INSPECTION WILL EE MADE
THESE PLANS AHO ALL PROPOSED WORK
ARE 6UItIECT'ftI Aply L'OR,^Er:T10NS
REOUIRFU Uf FCI 0 IIdS;)r;.,'f0 i8 T1i4T
MAY E a HECESSA xi,(I;" Of;UER i0
COMPLY WIT" ALL A�p-W`P-49- CODES,
CONCEALED FASTENERS OR ATTACHMEHTS
ARE THE RESPONSIBILfTy OF THE
CONTRACTOR OFRECORD
Credit Card
Safe
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 871C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO
or OX 74"x63" unit size with design pressures of+/-60 psf (Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61"
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories,
Orlando,'FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203
`94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-871 C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871 C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t
• Requires Quanex (Milaon) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10,
11 have evaluated the materials in these NOAs and find that they comply with the requirements of the
61" Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
O R F_ 6 t,
.�pq�'.-'\CENs
ZS: %
Lucas
ZNo 58201
Turner
* e * c
2017-08-30
16:09+20:00
�9 , STATE OF . tl1,
0 . �=
8/29/2017
��'*41111NA
Lucas A. Turner P.E.
Ei
`���
FL PE #58201
HORIZONTAL SLIDER - LARGE MISSILE IMPACT
]S II OVERALL FWiC£ WI.11
�- ME MAXUNITWIOTX —
' I—u ULASSow—
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35M16-MARS Wl.—
H6-
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GENERAL NOTES:
1.THEPR000CT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
vnNDow yrsrEn6
TO COMPLYWITH THE PILGRIM BUILDWG CODE (FBRWCURRENi
EDRIONINCLUDINGTHEXIGXVELOCITYHURRICANE 2IXIE IHVIQI AND
1Bb GW MTH AVE
ISRATED FORWINOZONE A MISSILE LEVELD IMPACT USE AS DEFINED
OCNSIN"THAVE.
FUGACIA
IN ASTM E 1996 PER THE FBC.
WWYI
3. GIPLNG OPR ON9: (9EE SHEET 3�
8200 PVC
a. wuFIGURAnous: -oc,xo•'
HORZ. SLIDER ,
4. DESIGN PRESSURE RAnxG:
IMPACT
INEMT VE DESIGN LOADS BASED ON. TESTEO PRESSURE AND
GLASS TABLES ASTM E-1390.Me0I Wp
-POSRNE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER
2 _
INFILTRATION TEST PRESSURE AND GLASS TABLES
A6TM E-1300U<e01NS.
"IL
OWb NaWF OW
WG aC
S.ANCHORAGE: THE 33ICA STRESS INCREASE HAS NOT BEEN USED
W
_
d'^it p06Z~
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR
z0
uFi7d¢ 3f
pETARS. WINOLOAD DURATION FACTOR FA=L6 WAS USED FOR WOOD
o
I,
WM
ANCHORCALCUTATIONS.
-'n
A, PRODUCTAPPROVED FOR IMPACT RESISTANCE. SHUTIERSARENOT
REQUIRED TIE IMPACT ROTARYLCIXSARE INTENDEOTO BE MET
a
p
Flu O Oi
;O F .
II
UNIATCXED DURING NORMAL OPERATION OF THIS PRODUCT,BUT
j�Oy
MUSTSE ENGAGEDPRIORTOEM'OSURETOXUMICANEWWOSAND
gDd�Tn oO wmw
FLYIAGDEBRIs.
t. ALL EBANMENG FULLD.BMALLJOINTBEAM5E4LPNT
USEDATFIXED MEETING MILANO HEAD5ILL
B. SERIES IMODELOESIGNATIONHS9300.
B. THEDETGNATIONXANDOSTANDFORTHEFOLLOWING
'�PL
X=OPERABLE SPSX.O=FU(EDSASN
Ne 593OT
10. CALLOUISA PLY TOALL ELEVATON9 MA31WLM
�' 1 :�-
LOCTON
LounoN
49i DTAi[ OT -
11.E%iERNALWEEPSLOT= IME. V LOCATED A' FROM BOTH ENDS.
GENERAL A ELEvpnDNS...__1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
SECTION VIEWS OTES & I ATIONI---..2
A TXUSIONSSD.O......__........-._.-....a 7q" x 63" i/- 60 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE 6 NOTES. -.......-._A
INSTALLATION DETN W-_.-..-..._......._5
LucasTume
r
2017-09-22
BmJzpn
13:58-04:00
LUCAS A. TURNER. P.E.
FLPESEB201
1239JARARAAVE
NORTH PORT. FL31299
PKPI-3BD1574
GENERAL NOTES AND
ELEVATIONS
au ADE
IW10113
CW&811
n6v. C
SHEET
1:15
1 TIES
A
IMERIOR
SECTION AA
INTERIOR
I
SECTION&B
NOTE: F00=D LITE AT HEAD
AND SILL IS SIMILAR,
MPEPFD
IERLFYER
WINOO'NSYSTFNS
LORDA F 19WS E
OGIA LORIOA N47I
NMNi.CY/5CC
8200 PVC
HDRZ. SLIDER
IMPACT
x2
LUCASATURNER.P.E.
FL PE 950901
1239 JABAAAAVE.
NORTH PORT. FL 34280
PH.9HJ80.1574
F SECTION VIEWS AND
GL NG DETAIL
AC duw
ADE W10H3
1.
CWS-B]1 C
SHEET
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G PROPRIETARY AND CONFIDENTIAL
s,Gg
1L�4y THE INFORMATION CONTAINED IN Oym v O G' �y�aa i f•. yt� THISDRAWWGIS THESOLE 2 f
+O Ay k fo;O ° f+;0D0 PROPERTYOF CNSTOM WINDOW •p Q Oai
_Y:an • S'�� SYSTEMS. INC. ANY DNS ^yn
RE,RODUCTIONIN PARTOR ASA �[� V.
m WHOLE WIlHO11T THEWRRTEN p
�mIR O 2 sYm'9%y0ry •�3Ce PERMISSION OFONSTOMWINDOW Illy ^
ay y -m °pffq 1 tl;YO` - SYSTEMS. INC IS PROHIBI r31- --
M M
6' MP%
6' MOIL
MN
(M
ANCHOR LAYOUT � IFIANGEI
A'
I'
ANCHOR LAVOITf-IFlNI
NOTES;
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME ASHEUL
2, SHIM ASRED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACKTO BE IW' USE SHIMS WHER5 SPACE GREATER THAN 1MV IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SRE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
I. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH CORROSION RESISTANT MATERIAL OR COATING. DISSIMILARMETAL50R MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIORS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TNEMMIMUM
SPECIFIED IN TABLE L SHEET 5.
E ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR OONCRETEAWU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE
INSTALLATIONS TO SOLID CONCRETE OR (GROUT31LLE0 CMU MAY INCLUDE BUT DO NOT REQUIRE 1%WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
T. AMINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS.• FOR MASONRY, V FOR WOOD AND METAL.
* WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHA L BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THESTRUCTURE.
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN INTABIEI, SHEET5. CONCRETE AND MASONRY SUBSTRATES MAYNOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS FOLLOWING THE DURRENTVERSION OFTHE REFERENCE DOCUMENTS:
FAAMAMA 1001FIN WINDGWSI, FNAAAAMA 2001FLANGE WINDOWS), FM DMA250IB0%YIINDOWSI,FMMMM DMA3OOIEXTERION000RSI
WINDOW SYSTEMS
IWOGW.THAYE.
OC9lA FLORIDA 3474
LUCAS A TURNER, P,E.
FL PE 958201
1239 JABARA AYE.
NORTH PORT, R3A2S8
PH. 941.380-1524
E@im.:-
JCHOR SCHEDULE AND
10fl0113
WPICAL HEAD ANCHORAGE
1 FERIMETERSE4ANi-
XSIIp AND OUT
SNND
9TALlEa
WSTAUuKNO NtlIDR — - - -
SEE TABLE 1
SEALANT BEN I NO
l..E BY INSTALLER
cERIMETERSFAWVi
INSIDE NIO W!
MIN. EMeE➢M£XT
ME TABLE
IY' MAX Sw.
SEE
Ip\�_ERTCALSECTION
If
ivPICa1 SLLNJCHdUGE
�1 HIXL20.4TM' SER'ON
�3J IYPICALJMIB ANLXORAGE
TABLE
TABLE I: APPROVED INSTALLATON FASTENERS
FRANETYPE SURSTRAI ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE CONCRETE US KSI SIM) Yl6'IIWTAPCON 1-1/7
FANGE HOUDW OR GROUT{FLLED SEE(11T PCF MIN) XlW IIW TAPLON 1' t
FLANGE CDNERETE 15 85 KSI MIN) Y16' ELM ULTRACON 1' 1'
FLANGE GROUTSIMED WU NSIM CA01 Y16'ELM UURAEAN 1-0N' 3-1/3'
FLANGE iMM SOUTHERN PWE(G=O55( 'T'1C IRV TAPLON 1yv 7/0'
OR ELM ULTRACON
FLANGE ]%MIK. SOUTHERN PME(G=R55) 91DW00DSCREW IINF WIT
i6 GAUCE(OUSV)11 .STEEL STIR 111 D-16 HILT KWIKFLE.OR RW FULL THREAD
FLANGE 16 AUGIELD BIM) TESS SELFA'dLLMG SCREW TIHU REST All
FLANGE 1M' ALUM.(606YT5 MIN) OR 41D GRADE 5 SELF-TAPPMG I FULL THREAD 711S
1/R' STEEL(M K61 MIN.) ORILLWG SCREW THRU0.12S
FW ] MIN. SOUTHERN FINE (G=E)AS IN W00D SCPEW 4NV 11T
TPB1BTXS
SEETABLEI
TPB1BTXS
SEETABLEI
OEFLORIDA 3,H6NF �—
' V<'SEE
CC
820 PVC
Z.
HORZ. SLIDER
(/�AM
.IN.. EMENT
IMPACT
�J INSTALLATION PNCN OR
SEE TAME I
EEAIurt eEwxo
pNBYwsiALLER
^_ HORMO_EEGTION
CJ-I MM ANDN ANEI
SILL EMIIA9 FOR TIN INSTALLATION
7�
O 94=01]
LUCAS A TURNER P.E.
FL PE A E0301
PHOMFfEn sEunNt—� 1359 JASARA AVE
BYBI6T.I. NORTH PORT. FL 34358
INMDEANBGUF pM. EAI.30D'15T%
�- HORMPNAL bECTION y—I€�iPT10N
5 XOXF EINSTALLADM
FM ONO 51 LL 61IYILM Fqt RO%INSFOI3ATCN
INSTALLATION DETAILS
UP TO AN INCLUDING
ING ABARTIALLYORFI REMOVING THEFIANGE, OAAA_Zl rP`
UP TO AND INLLUDWGABORFRAMEAPPLICATION IL ACCEPTABLE PROVIDED: ADE IC110113
-MIN.11d'FILLETOFCONSTRUCTION-GRADEAOHESWECAULKISAPPLIEO Pwce
INSIDE AND OUT, FULL PERIMETER BY INSTALLER. CWS-BT1IRI
C
- PRODUCTANCHORAGE IS IN ACCORDANCE INRH REQUIREMENTS AS
SHOWN FOR FVJHGEWINDOWS. SHEET
I 2 SOF6
t
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16736.2
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Revision
Stom endow Syst s Inc.
Steven M. Unch,
Approved
112
9
FL#: FL11,05.2
PE
History
Model: 20 VC -Horizontal 511der
(717) 317-8454
Description: HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63",
XOX.
Category: Windows
Subcategory: Horizontal Slider
'Approved by DBPIL. Approvals by DBPR shall the reviewed and ratified by the POC and/or the Commission It necessary.
Can"" Us :: 1601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Caovrloh0 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
mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275
(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. the
emails provided may be used (of 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 a ruder Chapter 455, F.S., please
click he,.
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEVIED
FOR COMPLI
REVIEWED BY
DATE 1-2-;-
PLANS AND PER IT
MUS i SE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THFSE PLANS ANO ALL PPOPOSFD 17019K
ARE SUt�IFcT 7Q ,'P�� 0CM"'tE'(TIONS
REQUIE017.09:i n(.k�g 11iAT
[44Y DE NFCESa iY E, 0,R)ER T(�
C0111PI,Y WITH pt LPRi'l�Ct;W ma
COMLED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILI117 OF THE
CONTR4CTOR OF RECORD
Product Approval Accepts:
= 99 F9
Credit Card
Safe
,hilt 't- :, S
Yt i
A I {r
Y
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph.941-380-1574
FBPE C.O.A. #29779
Evaluation Report 869C
September 7, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ),
XOX I I I"x63" unit size with design pressures of+/-60 psf (Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6"
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203
•94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 •08
4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-
1117.02% and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade
N.O.A. 14-0916.1 It
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6" Ed. (2017) Florida Building Code for use in this
product.
Certification of Independence: 1 do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-09-16
09:27+20:00
0%j1UREw
• No 58201
STATE OF
T
'•�ORko P,
S�ONAL Ee
p' 9/07/2017
Lucas A. Turner, RE
x z FL PE #58201
n
I
i IB
63'
UNI
MAY
T
HE.
I
MAY.
SASH
HEIGHT
HORIZONTAL SLIDER - LARGE MISSILE IMPACT
u V MAY UNvwmTH
d91S'16' I-- 245V
OVSG OLD �GIASSOLO
A
T
C
C fJ A
211L16' 8
MAX SASH WIOTH�
TABLE OF CONTENTS
GENERAL NOTES:
iJ�I❑///%�/
1. THE PRODUCT SHOWN "MEN IS DESIGNED AND MANUFACNRED
�/I%�Q[�,{,.�,,.�y
WINDOW SY§1�f IL%J'
TO COMPLY WITH THE FLORIDA BUILDING GCDE(FBC). GIIRRENT
1WOSW UTXAYE.
1MOSM
EOINONINCLUDINGTHEHIGHVELOCRYINBAIC EZONE(HVI MO
LORIOA3MT6
ISRATED FOR WINO ZONE d MISSILE LEVEL D IMPACT USE AS DEFINED
WWW CWGCC
IN PGTM E 1R98 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 2)
6200 PVC
3.CONMGURARCNS:-CV.7X.
HORZ. SLIDER
4. DESIGN PRESSURE BATNG:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND
GLASS TABLES ASTM E.13004WO 109.
POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER
2 3 Qi2
INFLLTRATONTESTPREGSUREANDGIPSBTABLES
pWOO W601pu'
a
ASTME-1300-PROHM9
S.ANCHORAGE: THE 3316% STRESS INCREASE HAS NOT BEEN USEDIN
THE DESIGN CE THE PRODUCT. SEE SHEET 6FOR
-
z
6w3 ZO p�m
O�OLaj'¢WpOp
DETAILS.WNOLOAD DURATION FACTOR CE=16 WAS USEDDFOR WOOD
U w? NFN 6
ANCHOR CALCULATIONS
z i
Q
0,sr QLLV
6, PRODUGTAPPRONED FOR IMPACT RE&STANCE. SHUIIERSARE NOTROURED.
TO BE LEFT
A
3uOwO OZ
F30€�
THE IMPDED
UENUTCHEDO RINGACT NORMAL OPERATION ROTARY LOCKS OFTH SNPROWCT BUf
p
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2017-09-22
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13:54-04:00
LUCPSATURNER, P.E
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12TH
PORT PAVE
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74
PH.9NJ80.151d
GENERALNOTE58ELEVATONS.... --.1
GLAZING DETAILS.... _................._.._...2
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EXTRUINDNS 6 B O M................_......,� <
ANCHOR SCHEDULE 6 NOTES ._.............5 111"x63" +/-60 PSF I LARGE MISSILE IMPACT
INSTALLATIONOETAIL.............
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GENERAL NOTES AND
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q
0
SECTION NEW D
JAMB ROTARY LOCKS
JAMBROTARYLOCKS:
- MAY 0E SU 9ST NTEO FOR JAMB
IMPACT LOCKS ON FLANGE UNITS.
- REQUIRED ON FIN UNITS,
NEia wau'1 n¢onOw.l
NIOSPPN OF 545XE5
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OR
LUCASA.TURNER,PE.
USED IN JAMBS ORYLOCKS
MUSTBEGE UNITS,
MUST REUSED
FL
- USED IN
LOCKS MUST DE USED IN BOM
OF LOCKS
JARARAN
JONVY AMBS FIN
JAMBS OF FIN UNITS.
RTHPRAMAVE
NORTH PORT, FL 3C300
SECTION VIEW A -A HEAD DAPACT HOOKAND
JAMB IMPACT HOOMOTARY LOCK LOCATIONS
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PH.941-38LL1574
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STATE OF �W
',WeSS%CNIAEpG��`
NOTES:
1
1.INSTALLONEANCHORATEACHINSTA TIONLOGTON. SILLANCHORSPACINGSAMEASHEAID
3.SHIMASRED AT EACHWSTALIATONANCHOR USING LOADBEARING SHIMS.MA%ALLOWABIE SHIM STACK TORE IN'USE SHIMS WHERE SPACE GREAIERTHANIH6'IS PRESENT. LOADBEARING SHIMS SHALL BE
-f
Ix
CONSTRUCTED OF HIGH DENSITY ELASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
9
]. ANCHOR TYPE, SIM. SPACING AND EMBEDMENT SHALL BE AS DFECIFCD IN THESE DRPW WGS. SEE TABLE I. SHEET S.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH ACORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
TURNEURNS
LUCASA TR, P.E.
FL 58201
BE PROTECTED TO PREVENT REACTION.
JPE AS
13TH
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACNRER'S INSTALLATION INSTRUCTION.. AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN MMIMUM
PORT. PAVE.
NORTH PORT,F61480
PH 9C1.i0O15!<
SPECIFIED IN TABLE I. SHEET O.
'CrEE46€FFnivelw:
S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR LONCRETESCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
ANCHOR EOULE M
INSTALLATONS TO SOLID CONCRETE OR GROUTFILLED LMU MAY INCLUDE BUT DONOTREOURE I%WOOD BUCKS BETWEEN THE PROOUCT ANO SUBSTRATE.
I NOTE$
NOT
MSTALLATIONS TO HOLLOW CMU REOUIRETHE USE OF 1%BUCCS BETWEENTHE PRODUCTANDSU ISTRATE.
'�N4Wx By
i. AMINIMUM CENTERiDCENTER SPACING SHALL BE MAINTAINED BETWEEN All FASTENERS:7 FOR MASONRY, 1' FOR WOOD AND METAL
TEF
3
S.WOODCRCCHRAMA60NRY OPENINGS. BUCKS AND BUCK FASTENERS THE ARCHITECT ORENGINEER RECORD AND OTRPNSFERWINOLOADS TO THE STRUCTURE
IDwoe
RE'-
WSOF
NTSLBEHOWNI TDESIGNEEBY
NOTBECE
SUBS)RATE95HALL MEETIHEMINIMDM$TRENGTH REDl1IREMENiS/SSHOWNWTABLEI. SHEET 6. CONCRETE PNO MASONRY SDBSTMTES MAV NOT BE LMCKEO.
II CWS-66699
B. SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTKLATON SHALL BE CONE BYOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
L25
�C
SHEET
FMAAAMA 100OHN WINDOWS). FWAAMA 200(FLWGE WINDOWS). F DMA iM(BO%WINDGWS),FMAIMM DMA30B(E%IERIORDOORS)
5OF6
u
TYp6PLXEAGANWV,AGE
—1
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FLNGE BYNSTALIFR �-1/<'Mp%6MM
INSTAO-APMANLHOB- - - -
SEETP91E1
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F.. BY N6TpLLER
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v IYRLALJMIBANLXWI6E
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SE.., ! �BY OABBLE
r SEETABLEI
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9
SFETFBLEt
`iitnn�o�`L"`
rp VEATIfL
-!,AIGN
TPICAL51LLPHGIOMGE
I
TABLE I: APPROVED
INSTALLATION FASTENERS
MST.
WCPS&TURNS
FRAMETWE
SURSTMTEIYPE
ANCHORTE
W
W
M.EMBEDMENT MIN.
EDGE
FL PE 050301
FLANGE
LONCRETER.OKSIMM)
3HvNWTAPLON
14R
t-1I5'
PFAIAIElER ACALANT
1239M
FIANCE
HOLLOW ORGROUTLMU (11]PCF MNU
RWTAPLON
1'
1.
IllER
NORTH PONT. 2R12
FIANCE
CMCRETE MN.)
w,
YIF ELM ULT CON
1'
1'
NMD
��� /p\ xONZOMPL 6ECNOX
41- 57438E
PH. 941-36615T4
FLANGE
U(AST)
GRDUTF 6IED GLU IA6PNGW)
Yf 6'ELCA IRRULGN
1.14'
3-f12
\6j BO%FRA4EIN6i.VLATI ON
M O%NNO
I.6�E
i FWiGE
%MN.SWMERN PINE (0=0.55)
YOR16.TpPCDN
EL.hTMCON
1yB
t8
I INSTALLATION DETAILS
FLANGE
3III.IIN, 6OURHERN PINE (G=OS51
C10W000SCREW
I-yv
VW
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
IS ACCEPTABLE PROVIDED:
�10111113
16 GAVGE (0.0W')MW. STEEL STUD
C1616 XIL➢KWIKFLE%ORIIW
FULLTHREAD
UP TO AND INCLUDING A BO%-FRAME APPLICATION
TEF
FLANGE
- MIN. LIP FILLET OF CONSTRULTMQ GRADE ADHESNE CAULK IS "PLIED
xE�
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWSA69
C
- PRODUCT ANCHORAGE 151N ACCORDANCE WITH REQUIREMENTS AS
FIN
:XMIN. SOUMERN PINE IG=0 S51
KB WOOD SCREW
1.11P
1I2
SHOWN FOR FLANGE WINDOWS.
i
SHEET
_-
1:2
_.
6OF6
Ci3 K51 YlELO NN)
TEKS SEtFi%iM1LNG SCREYI
TOiU LLO6P
]/fU
I/C ALUM.(W61T6 MW )OR
YtOGMDE 65ELF-TAPPWG/
FIRL TREAD
FLANGE
1/V STEEL(W N61NW.1
GX4LWG SCREW
1HRU 0.45'
]/t6•
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FL#
Type
Manufacturer
Validated By
Status
FL11103-R3
Revisio
Cusco Window Systems Inc.
'FL#: FL18'.103.1
Steven M. Urich, PE
(717) 317-8454
Approved
History
Model. 900 C Sliding Glass Door.
Description: SGD-8900 PVC Sliding Glass Door.
Category: Exterior Doors
Subcategory: Sliding Exterior Door Assemblies
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an ANEW employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Honda 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 enbry. 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
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 here .
ST. LUCIE COUNTY
BUILDING DIVISION
FOR
MUS-i BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THF-91 PLANS AND ALI. I"ROPO-M Vi
ARESIji'ME T70,bpifr,CP, 'r;T!ON$
REOI�REi) f�r Fll:' P Ill;;;^r•C'f�'=`l TiikT
WAY BE INECES$Ai ly I;, Oilc)f:N ? 0
COMPLY WITH ALL APpl.1CA6LE CODES, '
CONCFFALED FASTENERS ORATTACHMEHTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Product Approval Accepts.
El n
Credo Card
Safe
mum
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph.941-380-1574
FBPE C.O.A. #29779
Evaluation Report 298C
August 28, 2017
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 441" Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'h
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3956-1 and -lA, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2008, and ASTM E 1886/1996 2005
4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298C.
Limitations of Use: This product:
• May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and
max. glass daylight sizes as shown in CWS-298C
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #14-0916.111
• Requires Quanex (Mikron) white rigid PVC framing per NOA # 17-0206.1 Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6th Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-08-30
16:05+20:00
,,`r�u uuayrr
�J��'o • �CENs• GiQ'zG
'� :• • No 58201
9:. STATE OF 4u
Z;_7
8/28/2017
Lucas A. Turner, P.E.
FL PE #58201
SLIDING GLASS DOOR- IMPACT
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PAH. W.
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1
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I.THEPRODUCFSHOWNHEREINISDESIGNEDAND MANUFACTUREOTO
�%Q„nyj.m
COMPLY WRHTXE RORIOA BUILDING CODE IFBCI. LTIRRENT EDITON AND
IB HATED FORIMPACTUSEINWINOZONE4 ANOHIGIVELOCITY
WMDOWSTSTENS
11WOSW 4TH AYE.
HURRICANE ZGE NV) REASASDEFINEOINASTMEI"SPERTHEFBC.
-W�FIORIDAW74
. WWW.CWS.CE
2 GLAZING DETAIL: (BEE SXEET2)
3. APPROVED CONFIGURATIONS:'O%%P, VXCE.'%O'.'Or
8900 PVC
4. DESIGN PRESSURES:
SLIDING GLASS
.RELATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
DOOR -IMPACT
TASLEB ABTM EN
A LOADS EASE ONi PRESSURE, WATER
FILTRADESIGNLOADSBASED
LASS
TEST PRESSURE, AND GLASS TABLES
2 NWo
ARTS!
ASTM E�1300-04e01EA
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DESIGNOFTHIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL
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CALNLAPDNS.
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TABLE OF CONTENTS MAX.PANEL DESIGN PRESSURE
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING
SECTION VIEWS OM flGLAZING DETAIL......3 XO 96"
SECTION VIEWS O%O S%0............. ..................]
AEXTRUSIONS a NEXORSCHEDULE&N........................
............4 OXO 146-13/16"x96" 48-7/8" x 93-1/2" +/-80 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE I NOTE]......._...._.._......_ 5
INSTALLATION DETAILS........................:...-:.:.....6 OXXO 191-1l8"x96'•
GENERAL NOTES AND
ELEVATIONS
I ADE I 061GO109 I
CWS298 C
SHE
1:33.33 1 of
SECTION B-B
❑ O PAIROFANCHORSATEAC
❑ }� SEE SHT O FOR SPACING
kw�y
SECTION CC
FIXED PANEL ATTACHMENT
NOTE
INSTALIATIONWrtH No su RSEA AL O]ONIXWHSRE
WATER NHLTRATION RESISTANT£ IS L REOUIFED.
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DOOR -IMPACT
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NOTES:
1.INSTALLMOANCHORSATEACHLOCATION. SILL ANCHOR SPACING SAME AS HEAP.
2. SHIM AS REDO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN IIMY IS PRESENT. LOAD BEARING SHIMS SHLL A
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED,.
J. ANCHOR TINE SV . SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6.
4. ALL INSTALLATIONANCHORS MUST BE MADE OF ORPROTECTED WITH ACORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO PREVENT REACTION.
S 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
SPECIFIED IN TABLE 1. SHEET 6.
6. ANCHOR EMBEOMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEYCMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS
TO SOLID CONCRETE OR GROUT -FILLED MU MAY INCLUDE Bll 0NOT REQUIRE 1%WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
BERYEENTHEPROOUCTAND SUBSTRATE.
]. A MINIMUM CENTER-TOCENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, I' FOR W CODAND METAL.
8. WOOD OR MASONRY OPENING$, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN W TABLE 1. SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTMLATON SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS'.
FMAMMA 100(FIN WINDOWS). FMAIMMA ]W(FLANGE WINDOWS), FMANNUMA350IBDX WLW DWSI. FMNAMIMNDMAWD(EXTERIOR OODRGI
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ANCHOR SCHEDULE ANDS
NOTES
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SHEET
1:20 SOPS
TVPICALHEADANCHORAGE
V�v-zW -BECIIDN
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TABLE I: APPROVER INSTALLATION FASTENERS
SUBSTRATETWE
ANCHOR TYPE
MIN. DJBFDNENT
MIN. EWE MST.
CONCRETE R.O KSIMN.)
YIVTIN TAPOON
1'
3'
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DISTANCEOFTAWAV
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µ1l1OR
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n IGD N UIPDETAIL \! PIXFDPµMANW AGE
NOTE: FI%ED PANEL CLIP ANCHORS IWO WOOD OR METAL SHALL FOLLOW THE ANCHOR IVPE. MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED W TABLE 1.
R
16606WYTHAVE.
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DOOR - IMPACT
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PH.9114I90.1571 1
GENERAL NOTES AND
ELEVATIONS
ADE I O6N3I0B
CCWS-29B C
1:7SHEET
1:2 fi] 60Ffi