HomeMy WebLinkAboutPRODUCT APPROVAL-Florida Building Code Online
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8usinessf '',�
Professional
SEa PW11MProval
��•,�U�Glini+-i
RECEIVED
FL 9
FL16177-RI
Application Type
Revision
MAR C: g 19
[ST..
Code Version
2014
Application Status
Approved
cie County, Permitting
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Custom Window Systems Inc.
2900 SW 44th Avenue
Ocala, FL34474
(352) 368-6922
ekoss@cws.cc
Koss Erin
ekoss@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL34474
(352) 368-5922 Ext 291
jlathrop@cws.Cc
mvm 5
le Hun
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc
07/21/2020
Steven M. Urich, PE
d Validation Checklist - Hardcoi5y Received
FL16177 R1 CQT XL,-Ml ejS-s;2F r5H-8 i,a0. n�tc. AlnSinanrh`.�.d_
Referenced Standard and year (of Standard) Standard year
AAMA/WDMA/CSA/101/I.5.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-0FILE 00®
PA TAS 201/202(203ry
Equivalence of Product Standards
Certified By
https:/Ifloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy8Qt... 10/27/2015
Florida Building Code Online
Page 2 of 2
Sections from the Code
- Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/14/2015
04/21/2015
04/25/2013
06/22/2015
FL S Model, Number or Name J
Desctiption
16177.1 SH-8100 PVC Single Hung
SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FIFl=16' %? - t U C" S-F3�3 (S'r.-810o. 1'1?. N'. ltlArt, l.p f
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other:SH-8100 PVC Impact, no sill anchors required.
:1177 R1 F.F. Du?oft ?V6 N,A _3-0'2a v:.nAf
F! 161 f7 R1 AE .SnIR=u CW>_8-1 B _(1-H-3100 )P_P,
Safety glazing required on outer lite above 30 R. in HVHZ.
Glass complies to ASTM E1300-04.
No5i!1.4nrh1.adi
Ft1617, Rl AE Ouza=s iniikrnnl!t0A _2-1ri:i 02 Id.
Created by Independent Third Party: Yes
EED )' M
contact US ;: 1940 North Monroe street Tallahassee R 32399 Phone 950-48]-
The state of Flor ee tS an A VM a Ayer. Ceovmht M07-2013 state or F orde :: ",ntc Statement
Under Florida law, email addresses are publ!c fecores. If you do hot vaha your ¢-matt address messed in response to a p
elea,antc mail on this entire. fistaa 1, mnba the o(hce by phone or by tr3dib0nal map. if you Have any Vh,00n; please
Section 455.275(3), Florida statutes, eReGNe pCober 1, Wii?, u ameea fo;nsed unhe.-chapter 455, F.S. must pmvkla Uri
they have one. The email, provided may be used for offidsl he u. uniraUvn no, the licensre. However email addresses an
Supply a personal addness, please prov'lee the Oepoh neru with an entail address whiN an be m.`.de aVaable 0 the pub!K T
product Approval Accepts:
C,a72O-
1p1U1
Refund statement
Whet, do not end
57.1355.'Punswot to
you em a ISerrsse uhder
https:/.!www.floridabuilding.org/pr,/pr_app_dtl.aspx?param=wGEVXQwd)gwf4ngAXh 10y... 8/4/201 S
SINGLE HUNG - LARGE MISSILE IMPACT
U
01 a4'
I:IA%.
UNIT
HEIGHT 1
30U11G"
MAX.
SASH
HOOD
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVAL IONS .....
I
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS 8 8.0.10 .........................I
ANCHOR SCHEDULE 6 NOTES .........
5
NSTALLATION DETAILS....................6
r —53IiWMAX. OVERALL FLANGE WIDTH -
---5171W MAX. UNIT WIDTH ----
- - — 1711116- GLASS OLD ------
_, A
I
O
I
I
B
II
2G IGIIG'
GLAli5
I
OLO
I
J.
I
�
26 71W
�B
GLASS
DLO
I n
- - 4G
GLASS DI.O
403W
MAX. SASn WIDTH
DOTES•
/gadag®m•r�(�y�{
1. THE PR
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THEE BUILDING CODE CURRENT
WINDOW SYSTEMS
DINGWIND THE HIGH CAC ZONE
ANE
HIGHVELOCITYLEVEL
SIN I
IS RATED ZONE DI
IS RATED FOR WIND ZONE A b11551LE LC•VEL D IMPACT USE AS DEFINED
AS DEFINED
CAA,000
FLORIDA4
34474
IN ASTM E 1096 PER THE FCC.
WWW. WS'CGA
i V/WW.CWB.CC
2. GLAZING OPTIONS: ISEE SHEET 2)
8100 PVC
x. coNEICONFIGURATIONS:ro7x".
SINGLE HUNG
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS EASED ON TE TED PRE E
IMPACT
S SSUH AND
GLASS TABLES ASTMLOADS
VE DESIGN LOADS
DS BASE TESTED PRESSURE. WATER
jI
m
INFILT
INFILTRATION TEST PH[SSUHE ANU GLASS TABLES
PRESSURE AND GLASS T
ASTM E-I3U0-04.
o
S. ANCHORAGE: THE 33 U3N. STRESS INCREASE HAS NOT BEEN USED
-
--I—,--
-lY
IN THE DESIGN OF THIS PRODUCT. SEE SHEET G FOR ANCHOR
I
DETAILS. WINOLOAD DURATION FACTOR CU.4.G WAS USED FOR WOOD
u
ANCHOR CALCULATIONS.-
G. PRODUCT APPROVED FOB IMPACT RESISTANCE. SHUTTERS ARE
0
NOT RGOUIntf),IFlL-O.
1
7.ALLFMMESANDVENTS FULLYWELDED. SMALL JOIN r SEAM SEALANT
I
USED A FIXED MEETING RAIL AND JAMB.
B. SERIES / MODEL DESIGNATION SH 8100.
a
a
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:i
X- OPERAB LE SASH, O=FIXED SASH
-
I_
m
IO. CCALLOUI'S APPLY ALL GLEVA'rIONS IN A SIMILAR
LOCATION.
LOCATIOA710N.
'NEF.P SLOT - I7A' x I.
11. EXTERNAL 114'LOCATED4' FROM BOTH ENDS.
+�PA'`�IC iR--FlrVp
J4
55207
Lucas A.
vi Srn rc of
Turner
°yoT•.;�
opj0,
2015-04-11
...
15:15-04:00
I �7S'GA�E;
DESIGN PRESSURE
MAX. UNIT SIZF_
IMPACT RATING
RATING
51-7/8" x 61-3/4"
+/- 7U PSF
LARGE MISSILE IMPACT
_4/11/2015
!—LUCAS A. TURNER, P.L.
FL PE R 53201
1239 JABARA AVE,
NORTI I PORT, FL 34288
PH. 941-300-157.1
�614iEEi ai saAIITwvT_. —
GENERALNOTESAND
ELEVATIONS
�6AAWT49V: -__. SAIEi'-____
BAT 0G/18/12
(llIGWti a:
CS-812 R
N''E' SHEET
1:15 1 OF 6
6' LIAX.(TYP.1----,__ - 17- F.IAX. OC. ITYP.I
G" IJAX. ITYP.)-',
I0 IYI."
1MX.O.C.
ITVP.I
4- OYP.I —I
10 i<I'
WX O.C.
QYP.1
ITY1.1—I 1.
I I
I
I
I
I
I
1
0
I
I
I
I
I
I
n
4
I
i
I
I
•+" IYP3 IJOAIJCHOIiSREOUIPEUINSILL�•-
ANCHOR LAYOUT - (FLANGE(
-- -SEE NOTE 2
--- INSTALIATION
ANCI IOR QYP,)
�wolua
1900 SW 44TH AVE.
OCALA, FLOSIDA34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
K
II�III�a
I I�
I
kORE W l
gyp` PNOREW
4p :.�iCd NyF
No 58201
k
IJOfE5:
=v:
1.jy. 91AlE OP J4J:
L INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 140 ANCHORS REQUIRED IN SILL.
PT�P F,4 O R IC N'�i���'
,/rssq�NAnoNw�,
2. SHIM AS REO ATF.ACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOVIABLE SHIM STACK TO BE Ifv. USE SKIMS WHERE SPACE GREATER THAN 111W IS PRESENT. LOAD BEARING SHIMS SHALL HE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
i >—' ;7—'
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL. BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I, SHEET 6.
4I11@018
i 4. ALL INSTALLAIION ANCHORS MUST BE MADE OF OR PRO "I'LID `ED WITH A CORROSION RESISTANT MATERIAL 011 COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE. "rnrATED WOOD MUS'1
LUCAS A. TURNER, RE.
BE PROTECTED TO PREVENT REACTION.
FL PE It 58201 1
AVE.
1239 JABARA AVE.
S. INSTAlLAT10NANCHORS SHALL BE IN ACCORDANCE.. WITH ANCHOR MANUFACTURER'S INS fAL1ATI0N INSTRUCTIONS. AND ANCHORS SHALL Ntif BE USED IN SUBSTRATES WITH STRENGTh15LESS THAN THE MINIMUM
NORTH PORT, 0
SPECIFIED IN TABLE 1, SHEET 6.
PH. 941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BFYOND WALL DRESSING OR STUCCO. FOR CONGRETEIGMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
ISmEUUEVGAITAl01+: -' _i
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WCOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
(ANCHOR SCHEDULE AND
INSTALLATIONS i•O HOLLOW CMU ACQUIRE THE USE OF IX BUCKS BETWEEN THE: PRODUCT AND SUBSTRATE.
NOTES
I71 A MINIMUM CENTGH-TOCENTER SPACING SHALL OF MAINTAINED BETWEEN Al FASTF.NFRS:3' FOR MASONRY, 1" FOR WOOD AND METAL.
JieAWN eY"
LTY'E'—"'--I
B. WOOD OR MASONRY OPENINGD, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCI URE.
BA'F
06/18/12
I SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
�uai`---'".AFv:
--`I
G S.812 B
j AL SEALING AND FLASHING STRATEGIES FOR OVERALL WALER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS,
FNWMI AAMA IW(FIN WINDOWS), FMAIAAA 200(FLANGE WINDOWS),FMANIDMA250(ROXWIt4DOWS),FLWAANM,WDMA300(FXTERIORDOORSI
: U,1LE --I---
SHEET
1:15 SOF6
TYPICAL. HEADANCHORAGE
...__..__,... _. MIN. EDGE DISI'.
LEE TABLE I
PA•MAX. SHIM--
"'
vrnc"s
1900 SW 4•ITH AVE.
SUBSTRATE BY 01'I tuns -„i1v-1;
-_.
__. _.-_._.._I.
SEE TABLEI
OCALA, FLORIDA 34474
SEE TABLE
- --
-----
WWW.CWB.cc
MIN. E M14
_�-�-_--��.---_
PERIMETER SEALANT ------SEE
tnOLLEI
I31.FI
i
INSTALLER
M E TABLE
PVC
IN
INSIDE AND OII'f
------�SEALANTBF41IN0
16T8100
INSTALLATION
ANCHOR -
-��
SINGLE HUNG
-/I
FLANGE BY INSTALLfR
l
SEETADLE
I
_. - - -.__I
IMPACT
114 MAX. SHIM
-- PERIMETER SEN.AN1
INSTALLATION ANCHOR--- -----..--. UYINSTALLER
SEE TABLE I INSIDE AND OIII' N m 0
SEALANT BEHIND - ti
FLANGE BY INS'fALll!fl
PERIMETER SEALAI'IT � -
BYINSTALLER
INSIDE MID OUT
SUBSTRATE BY On H. --
SEETAOLEI
------ ST:ALAN'L BEHIND
FLANGE BY INS TALLER
C014TINUCUS DOUBLE1/1GBEADS OF
TREMOLA2T:
[ Ol_HORI20NTALSEGRON,- -
R
1
U 1500 SRALAI IT AROUND
ryPICAL JAA71f ANCHOFlAGf;
9\,lij
uEmEEM
�1
P I'
FRAME AND BUCK DY INSTALLER.
I/•I" MAX. SHIM
MIN. SMBBDMEN I'�-"-lpiiunq
6LG TABLE
tLnµORE
/T i♦
h�,
Nu SR201 ••:fit
:-a% 1
MINN EDGE UIS'1'.
VREP. TABLEI
I L'NTIf,AL SECTION
j�
"31 •l. STATE of, ,J°'i
`0'.
\0) TYPICAL SILL ANCIIOfiA<1E
A, 4J
~��
5
'•.1 �ONAii1N`TTT�
all
.tom
1'I 201''
TABLEI:APPROVED INSTALLATION FASTENERS -��°��
SUBSTRATE TYPE
ANCHOR TYPE --
MIN. EMBEDMENT
MIN. EDGE DIET.
CONCRETE 12.0 I(SIMIN•I
WIT ITW'fAPCON
I.1/2"
1-1/U"
HOLLOW OR GROU'FFILLED CMU 11 17PCF MIN)
W16° I1W TAPCON
1'
2"
CONCRETE (295 KSI MIN.)
0/16' ELCO ULTRACON
GROB r FILLED OMU(ASIM GOUT
3/16'ELCO ULTRACOIN
1-I/4`
2-1/2"
2XMIN.SOUTTIERN PIIJL (G=Q6fi)
_
-SOU
911E"IIW'fOPCON
OR ELCO UL'I'RACON
1.8/0„
_
7/0"'
2X MIN. PIOIE (G..U.S!i)
INN WOOD SCREW
HBJA"
7/B"
16 GAUGE IU.0601 MIN. STEELS I' OD
(93 I(SI YIELD MIN)
-On-
V10- IS I IIL'fl KNANK-FLEXOR IIVJ
TEI(S SELF-DRILLINC SCREW
PULL'I -MEAD
11 RU U.LB60"
-.7�117`-
1/0°ALUM.(6063-T6 MIN,)
VD" STEEL (33 KSI MIN.) _
7110 GRADE 5,10-r-TAPPING/
DRILI.11,IG SCREW
F111.1. 11IREAD
7J1U"
LUCAS A. TURNER, P.E.
BY TER SGnt/W7--- - '"-- --- -"
FL PE If E6'201
1239 JASADA AVE.
11491 AUER _
INSIDE AND OUT --' --'
NDRTTIFORT.
C\ SECTION _
_
-380-1.G42B8
PH. D41-380-157A
BOXFRAME INSTALLATION
IN
READ
AND SIMILAR
READ AND BILL. SIMII Ni FOf100X INSTALLATION
FOR
INSTALLATION DETAILS
FLANGE REMOVAL. NOTE: PARTIALLY OR FULLY REMOVING 71 IS FLANGE,
UP'10 AI4D INCLUDING A BOX -FRAME APPUCA'f10N IS ACCEPTABLL= PROVIDED:1
TIFAVVFI"Y--'
SABIT.T-'"-
FA'i'
0E/18112
- MIN. 114` PILLE'f OF (IONSTITUCTION-GRADE ADPIESIVE CAULK IS APPLIED
---'-'-
INSIDE AND OUT, FULL FEMME'fEl9, DY INSTALLER.
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUINEMENTS AS
CW S-812
tl
SHOWN FOR FLANGE WINDOWS.
Gt__ _
SLE:FIIEET
1:2 ,.