HomeMy WebLinkAboutPRODUCT APPROVAL. ..
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dbpraProdudtAPprovalUSER �Puhic User
s _= SCANNED
r�dutaoanrntra�>Pee�ternuntcacbnssaah>eaysatw�t>Aeno.rneogmr e� CBYNE
FL' S - 0L,569gdR2 Sf. LUOie county
Application Type - Code Version Application Siatus -
•Approved�byDBPR..Approvalsby,DBPRshall be reviewed
hv'the POC.and/or theCommission if necessary.
Comments
Archived
ProducdManufactuner Custom Window Systems Inc.
Address/Phone/Emall 1900 SW-44th Avenue
Ocala, FL 34474
(352).368-6922 Ext 255
sbrooks@cws.cc
Authorized' Signature
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/Emall
1900 SW 44th, Ave.
- -
Ocala; FL 34474
(352) 368-6922 Ext 291
Jlathrop@cws.cc
Category
Windows
Subcategory
Single Hung
_ .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
' -
AAMA/WDMA/CSA/101/I.S.2/A440-08
ASTM E1300.04
- ASTM E1886-05
•
ASTM E1996-09
PA TAS 2011202/203
Equivalence of Product Standards
_
• CertiBe&.BY -
Jr He Copy
Vear
2008
2004
2005
2009
1994
1 of2 1 5/15/17,3:22 Pic
Florida,Building Code Online
Product Approval Method 'Me
Date Submitted it
Date Validated' 11
Date Pending FBC Approval
Date Approved 11
SVX...
5urnm3 Or Proouccs
FL* -
.Model, Number or Name
n
'SH-3100
as 3700),. Aluminum Single Hung, Singl;Giazed,
1569
7(was
Limitwof-Use -
ion Agency Certificate
-Apprwbed'for use in WHIZ: Yes- -
R2 C C9C_C?R 139:.W-.9dfApproved
for,use outside HVHZ: Yes
ZS CAC CAR 138_IQ04pS$Impact
Resistant: Yes.9.�CA-t_C83..13.B�iD.9S,Rdl
Design Pressure:N/A
ELIS(tQ9R2_C_CAC_CIiR_3.3g;,1_022,pdf
Other: Large,MlsslleImpact, see Installationdrawings for
ELI569Q_R2-C_SA-C_CAR ~138,102LAI
DP and sizes. class, complies with ASTM+.E1300-04.
'F41569 R2-G_CA-CS-Ai3 072t?d_f
EL15k99R2 CSAS C�Rl&29Z.p�f
F415699RiSS•AC CAR_13P-29$;PLif
fL, 15629R2_C-CgC_C89-L38_29-9,p9(
Quality Assurance Contract Expiration Date
12/28/2018
Installation Instructions
I
'ELi.S649R2_LL (3VR_-724B L$t1- }94..S.G�AdJS:t
,ptlf.
Verified By: Lucas A. Turner 58201 -
Created,by4ndependent Third Party,: Yes
EvaluationRe"Hts '
EL15699 R2 AE Ev_allt Ci'/5-72661SH- 100 S
d_IG
IMP1
EL15�3 RZ AE_(ure ay�PV6 NQA 14-0916 1Q�dJ
-
Created by independent Third.Party: Yes
j
0adt! Neit
folt,tib:: Isoi starstom Road. j
no, S,,W of Fbraa b an AAjMempbyec owmM 2op)-2p155tat of FbndaN fhwacv Statement" e. es t.Rv cyLemr.Ut;;ge(y
Under Fbdda law, emai addm"es-am pubic re,drds. if you do not want your e-mad addmas released a response to apubtc-records mduest, do cot send eattronk
mat W this entty. ltutead, contact the office by phom or by unnatemal mat. 7 you have any codatens, pN25e contact 858.187.1 J9s.'Fursuant to Section
455.275(1), Fbrtlp Sututw, eNetwa October 1, 2012, ticenues %eased uMer.Chept<r a55, F.S. mint Provde the 0dparbnent wth an ematl addmsi rthey have
one. Tie amps, pwdml maybe used for on[al cdmmunkatbn wth the iceman. However ematl addresses are pobSc record. 8youu do not wbh td s'* a
powoml address, pleaso pmv ca the pepadment wth an anrt address whkh can be made avatvb'a to the pubic. To determi n r you are a tClowaa u+de, Chapter
455, F.S., please click 1 ram.
Pmduct Approval Accepts:. 1
®-" F;�—R.
'y�C[IIrit siti}.liIC,S
r., 1 5/15/17, 3:22 PN
URN ER
ENGINEERING '&,-
00NS'UfTINbP'I'Nt.
1239 Jabara Y
I., —
North Port, FL'34
Ph. 941-3804
FBPF,t.O.A. -929
Evaluation Report
November .1 1,
Window, JM
qual
i d
,i,an
MifjtufiCqiieer:. Custom, Window .$Y§tOins,,Inc- 1-900.8W40-Ave, Ocala; FL 34474
Statement ofC00' Ii - Th"' report evaluates the,abave4iSted;,PT0dUCt per the require
mp lance: is rej
gof FAC-Product Approval, Rule Chapter 61G26-3:005,-(4).- This product complic&mrith'the
requirements of the 5dEditioni(2014) Florida Building Code including the High Velocity
- - Hurrican&-Zone. The product -testing standar& perforine.d are outlinedbelow.
Technical 06cu.ni.eitatiow
1) ---This report, prdparedbytucais A-jurner, P.E.,, at 1239 Jabara Ave., North,Port, FL
2 -Approvat d . rawing CWS-72613, signed and'sedled by Lucas A. Turner, P.E.
and 3Aand _�,"-f4CTL-�10;4000-01,
3), Test Reports NC�210-1795-L -I A, m2j -2A, -3,.,
-I A '-02; , -and.-2A- fromNational Certified Testing Laboratories, Orlando, FL signeM
sealed by G6rard j. Ferrara,'P.E., and test reports CWS-404-,()2=02 and -03,- and -CWS-
Q05-42-01- and;-021rom PRI Constructiod-Mat6rials T ecluiblogidi; Tampa, 'Fl,j, with
testing Performed- TAS 201/202/
1203 1994,. AAMAjIWDMA/C . . — A 10YI.S.21A440-2i
,-9
ASTME 1986-2 , 00212004/20015, and ASTM E 1996-'2062/2004/20.06/2009
- 4) Supplemental Cales. tosupport _CWS426B, signed and,sealed by Lucas A.. Turner, F
Installktion.- Units must he approval documentCWS-72613;
Lihiffiations-of Use., This product:'
•-Maybe used up-tosins indidt6d'abbVe in -Product Description, with glass types,
pressures; andmax. glass daylight sizes'as shoWn-in CWS-726B
• Is Large -Missile Impact Resistant and does not require theiwe-of shutters
May be -used i . -nthe High Vel6city'Hurricaiie-Zcint-
• I.G. glass with annealed outboard lite may not be,used above 30 ft from gradein
Requires kuraray (Dupont) PVB Interlayer peuMiami-DadeN.'O.A. 140916.1-0
�
keqiiirei6063-T6'ali"m..extrusions;per
acquire;
_
-C ertificatiori of _Independence,- I do no(haVe; nor do I hiterid.to acquire; nor will.11
financial interest in Custom Wind6w'Systtms oi in any, company manufactifring or distribudi
products for which this report is bem'g'ls'sue& I do not, haye nor do I intend to acquirc;nor v
&quire; a financial.interest in any other entity involved in the, testing or approvalprocess,of'I
product. ol"' woREw 11j,
zzz
No $8201
,Lucas A. Turner,
I STATE, - '411
OF: ' * 7- , 1 1 innq.A.Turn
2015-11-1-1
14:24-05:00
R
ORIEL
ME OF CONIENT6
GENERAL NOTESa ELEVATIONS ..-1
GLAZING DETAIL---.
'SECNON VIEWS.__ - 4
EXTRUSIOf2S a B.O.M;
ANCHOR SCNEDUL.E d NOTES ._..._.--5
EQUALSPUT
HIGH VELOCRY HURRICANE ZQNE *H2) AND IS RATED FOR WOO ZONE 4
MISSILE LEVEL D IMPACT USE AS DERNED W ASTM E 1996 PER THE FBC.
2. GLAZING DETAILS: (SEE SHEET 2)
3. CONFIGURATIONS:'ODC
4. DESIGN PRESSURES:
.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1304HK
-POSTHVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-130694.
S. ANCHORAGE: THE33 113%STRESS INCREASE HAS NOT BEEN USED 01 THE
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD, ANCHOR
CALCULATIONS. - -
S. PRODUCTS APPROVED. FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
-REQUIRED.
7.ALLFRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER- SMALL
JOINT SEALANT USED AT ALL FRAME JOINTS.
B: SERIES I MODEL DESIGNATION SH-3100. (AHA SH-3700)
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH, O- FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
Lucas A.
Turner
2015-11-11
10.44-05.00
CONFIG.
MAX' UNIT
'DESIGN PRESSURE
''RATING'
: IMPACT RATING
SIZE
O
"
- 70 F
GE"MISSILE IMPACT
EQUAL
53-118" x 76"
. : +/ 70 PSF
z
41-80 PSF
1900 SW 44TH AVE.,
OrAIA, FLORIDA M474
VJWVLCWS.CC'
3106 ALUM.
SINGLE HUNG'
IMPACT
Mo SB101,
a
6TATE OF
LUCAS A. TURNER, RE
FL PE P S8201
1239JASARAAVE
NORTH PORT; FL 34288
EH. 941-380.1574 ,
3HEET��—
GENERAL NOTES AND
,ELEVATIONS -
1A4A'fi9V.-" . 15mr. —'
TEF ' 05/17/12
pro" 'yv
CwS-726 • . B
— SHEET
12S 1OF6
DLIPCNT PVB W ERLAYES
ANNEALED
R RFECT GLADE-N
CRSIKAFLEXSS2
N� BRE
TYPE A-
SASH
r ovERAu
S ANNEALED
IT AIRSPACE
16' TAURATED
T ANNEALED
90 DUPONT PVB INTERAYER
B' AN'fEALEU
-�%—rOR SIKAFLL`EX 56562 M
yv GLASS BITE
ei6' OVEIULL ••i-•-•mc OVEiW.L
E9D DIPIXIT PYB WTERULYER �.105 WHIT PVB OJTERLNYEfl
IR' AI.NEALED -r{ Sib'ANYEALFD
PURFECTGLAZE'll' PURFECTGLAZE W
J OR SIXAFLEX SV ORWFLEX552
S'T CLPt WE 84' CLASS BIM
GLASS
TYPE B -
FIXED
T.T O/ERALL
1F ANNbA -
f
'F
718' OVERALL
G06' ANNEALED
-TrIC AIRSPACE
114- AIRSPACE
916' mmi'ED
l/16' L&I!UKTED
19' ANNEALED
NIT ANNEALED
.m D1P IMB WMIAYEfl
—_105IXWOlLT PVB INiERLAYER
. w ANT MEO
r-31T AI NEALED
1 PURFEGTOLAMW
OR SSUIFLEX 552
r
yIX13UFtDAfL.GElt 552x
--C
f
34'GLASS BITE gn'�
b
84'GIASS BITE
GLASS TYPE C - FIXED
GLASS TYPE G-SASH
GLASS TYPE 0 - FIRED
_
TYPE
DESIGN
PRESSURE(P n
-'SA
MAX.S
H
GLASS
R
GLASS
.37X63'--A
OIQ
'ADC
EQUAL
58'x7B'
'AmC
Aar C'
ORIEL
I
IS9' x 86'
-A aT
B ar,O
1900 SIN 44TH AVE.
OCALA, FLORIDA N1474
W VAY.CWS.CC
3100 ALUM.
SINGLE HUNG
IMPACT
No 68201
*' 4
9=
STATE OF
y`
11l11t2015
LUCAS A. TURNER, P.E.
FL PE P 58201
'1239 JABARA AVE-
NORTH PORT, FL 34288
PH. 941480-1574
GLAZING DETAILS
bw,o SvF ---Tom —
CWS-726 B
SHEET
1:1 20F6
OJTERIOR
SECTION A -A
SECTION"
ALT. SILL LATCH
NTERIOR
SECTION B-S
3100 ALUM.
SINGLE HUNG
IMPACT
No HIM
f
STATE OF
P.E.
NORTH
PH.'
SECTION VIEWS
'NOTE: K3
wuwry m:
TEF OSi17
A1.VAILASLE. SEE SHEET 2.
r:
ITEMS 140T SHaVN FOR CLAR"t
CWS-726 0
14.16,18.21.22, 26, 27
SHE
1:1.33 3Of
VEHDOR At.UnmAL
KeyM=k=* Al=—mm
oII
KayirulK A9anmum
Koym Alumimm
Kcymabt Alt IIiNlm Y 3li9' —04
maIK AJ l I -ma-
"m k A0.mimII
K Alu9impn'
-. A"'_".°" FRAME HEAD-S-1931
3
NOTE: ALUMINUM PROFILES ARE 666346 UNLES OTHERWISE NOTED.
SASH CORNER FRAME CORNER FIXED MTG RAIL
I CONSTRUCTIONS CONSTRUCTION CONSTRUCTION
r
FRAME SILL - S-1932
1 - V
28'ta'
L I
FMI.EJAA45-S-1933
Id/8'
I
1
SILL LATCH -S-1956
SASH MTG RAIL - H-1948
FIXED MTG RAIL - H-1934
SASH BTM RAIL - H-1947
a'ta•
1e16'
SCREEN ADAPTOR - S-1 936
7'- --O
--II--- u
REINFORCEMENT - S-1935
SASH SIDE RAIL - S-1939
r 171IT-1
T— 1
T
L -v16•
SASH STOP-S-1954
—' - r
T1 .
GLAZING BEAD. 7116• - §1949
3(4•---���---yyy 3.4.
7m "w
PVC GLAZING BEAD. 7,'8• IG - P-5523 GLAZING BEAD. 5116-- S-1941
ISM SW 44TH AVE.
OCA A, FLORIDA 34474
www.cws.cc
3100 ALUM.
SINGLE HUNG
IMPACT
Ne 5BZ01
f
STATE OF
P.E.
BOM AND EXTRUSIONS
CWS-726
12
ANCHOR LAYOUT ANCHOR LAYOUT 'Af CHOR LAYOUT
EOUALSPIJT]i %o"'i' EOIiALS'LIT 51125 XTS' ORIEL S]12Y XN
NOTES:
1. 0STALL GNE ANCHORAT EACH INSTALLATION LOCATION. SILL AN64ORSPAONG SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE Il4'. USE SHIMS WHERE SPACE GREATER THAN Ili6'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR 13EnER. WOOD SHIMS ARE NOT ALLOWED.
NCHORTYP.E. StLE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I, SHEET6.
4. ALL INSTALLATION'ANCHORS MUST BE MADE OF OR PROTECTED WITH ACORROSION RESIS'TANThWTERIALOR COATING. DISSIAILAH METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
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
SPECIREDINTABLEt.SHEET6. ! ED- INTO _
S. ANCHOR EMBEDMFNTTO SUBSTflATE SFIALL BE B . �D WALL ORESSWGOR S nnN gmC�C WOOD BUCKS BETWEEN THE PROMU OPENINGS. EMBEDMENT DUCT AND THE HALL BE NSUBSTRAD7&CN,STALKS, IF LATIONSTO HOLLOW CMU REQUIRE THE
'3100 ALUM.
SINGLE HUNG'
IMPACT
No 50201'
STATE OF
LUCAS
FL
SCHEDULE
NOTES
.T: AMINIMUH
TOLENTER SPACING 5MALLDE MAIMAINED BETWEEN ALL FASTENERS: 4' FOR MASONRY. I'FOR WOOD AND METAL
wA ,
,TEF 05117/1
&WOOD OOPENINGS.BUCKS ANO BUCK FASTENERSSHALL SE PROPERLYDESK'iHEO BY THE ARCHITECT OR ENGWEER OF RECORD ANO INSTALlEO TO TRANSFER WWO LOGOS TOTHE STRUGTURE F.
SUBSTRAMEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN INTASLEt, SHEETe: PoNCHETEAND MASONRY SUBSTRATES NAYNOT BECPACKED:
C:WS-728 9
g.6EAI.INa IdO STRATEGIES FOR OVERALLYTSHEET
AAMAlaWINDOWS). FNUVAAMA200(FLANGEWINDOWS). FMAAYDMA 250(00% W(hIDOWSJ, FMNAAMAAVOMASW(EXiER10R DOOR57. 1:20 . 5 OF 0
�1
•. TYPIGLHEAD ANCHORAGE ••.
LIN. EDGE DIST. SEE TARE TAN E 1
SUBSTRATE SYOTHEJIS--
SEE TABLE I. f
PERIMETER SEAIANT � NW. E
BA INSTALLER / �! It
T
CODE ANZ OUT
—YIA• MAX. SHOA
INTERIOR
wl EDGE 01Sf. --- ^—•'-'1
6EETAB_E.1
J fR VEATICALSEOiv
�lYPiCI�L SRLN:LIK1ftAGE
_ TABLEI:APPROVED INSTALLATION F
SIIBSTMTETYP .' 7HIORTYPE .MIN
EF3BEDSIEM
MIN. EDDE D
_ ._
CONY%iEIE (2.0 KSI MN.). _ - -
316' ITW TAPOON
1-17
I -VS• ,.
(117 _ .W.y
3IW ITYV TAP CON - .,
_ 1
4•
CONCAE7E� (2A5 KSi M.N.) - -.
GROUf•F0IED CIAU(ASTA C-�1 _
Vie' ELCO ULTRACON
V ITELOOULTRACOL -
1'
2-11J'
1'
2-112'
SOULHERN P0.E iO.0,55)
3'i6' m TA
OR ELCO ULIRAGON
13'e'
..
7,l
.
2XMW::901JBiERN4O!E(G.0.99) -
tl10 WOOD SCREW
1-w
,._ '7f8'
16GAUGE{U-O9O')AIM. STEELSTUD
(33 KSI YIELD MN)
910-16H1T1KWK-FLEXORRW
TENS SELFZRLL'O SCREW
HRLTHREAD
1HRU 0.050'
-
.7716'
JW AUK(6063T5 UK) OR
1,E' STEEL (33 KSI LIN)
#10 GLWDE55ELF-TAPPWG!"
DRIU.04 SCREIN
FULLT0W
THRU 0.12Y
7116-
'
MIN EM6EIXA
SEE TABLE 1
v:• L1AX swn --
WSTALLITION AKCPCR
SEE TABLE P
COWSm
WINDOW ST'TE796
I WO SW 44TH AVE.
OCALA, FLORIDA 3Y 74
WwW-CWS-OC
3100 ALUNL
—`�
M. EDGE MST.
SEE TABLE
i
IMPACT
B 1YJRRONTAL SECTION
NPICALJAYSAlK2iGRAGE
BYOTI6:RS
1
No 58201
A
STATE OF
zz-
11/1112015
LUCAS A. TURNER, P-E.
FL PE Y 56201
1239 JABARA AVE.
NORTH PORT, FL 34288
FH.941-390-1574
INSTALLATION DETAILS
AF9N'dY: OnTE----
TEF :05117112
WS r. F
CWST2S 1 0
12 6OFS
Florida Building Code 0 P P.P P P P •P ,
t UI ^xn d r4t�i .: + A�+�ir'�F$ d )t• Y.i i�itt >� v U.: ,* r i�j" '�r4a 'NP".',yg
4�$-�,�a* Ptr'�'I t���.r'�. F`r`. i.� •7....•ti- ; ^�r�rt V�=GM�� _4 n raf�fiirulftlt
hl�
d'b
, jg, Product Approval
OA USER: Nbie Usert
AD4xGL5IXffiYi111S11Y>P�2LLSLRC('ILC+rl'41StA6h>aavtcatansat>APPYeatbn PetaE
FL #
FL1581 -R2
--
Application Type
Revlslon
Code Version
2014
Application Status
- roved
.Approved by DBPR. Approvals by DBPR shall be revievredand ratified
by the POC and/or theCommission If necessary.
Comments
Archived
r
Product Manufacturer
Window Systems In
Address/Phone/Emall
W 44th Avenue
FL 34474
Ck
68-6922 Ext 2.45
cws.Cc
Authorized Signature-
Kevin Pine
kpine@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
)lathrop@cws.cc
Category
WindDhcatrk
Subcategory
Horiz
Compliance Method
Certiisting
Certification Agency
Keystone Certifications, Inc.
Validated By
Steven M. Urich, PE
e Validation Checklist - Hardcopy Received
Referenced Standard.and Year (of Standard)
Standdid
AAMA/ W DMA/CSA/101/I.S.2/A440-08
ASTM E1300-04
ASTM. E1886-05
ASTM; E1996-09
"
PA TAS201/202/203
Equivalence of Product Standards
Certified By
File C®l]v
Vear
2008
2004
2065
2009
1994
I of 2 10/512017, 10:57 AM
Florida Building Code Online
bttp:/Iww%v.flo ` uilding.org/pr/pr_app_dtl.aspx?paratn=wGEVX...
C
Product Approval Method
Date.Subm)tted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summam of Products
Method 1 Option A
11/11/2015
11/13/2015
11/15/2015
09/29/2017
FL*
Model, Number or. Name
'Description
15814.3
HS-32Ug
HS-3200 (was 7700) Aluminum Horizontal Slider, Impact.
Liitlitsrof'Use—_Certificaflen
Agency Certifieate.
Approved for use in'HVHZ: Yes -
ELLU14_ R2 C_S&C�GAR_U_UQa2,D�f
Approved for use outside-HVHt:. Yes
F11581a R GAG Cgs;�8-1033.vdF
Impact Resistant:. Yes
EE1,i8 a S9G_G9@:13.8.,,,0mWE
Design. Pressure: N/A,
' E41 UjA_��CSgCSAfl_138-1044 pdf
Other; Large Missile Impact, see Installation drawings For
FL15814 R2_CSgC_CBE_336-50$.,p41
DPand sizes. Glass complies with ASTM E3300-04.
F435814. R2 C GgG_CA.33.44:Ed1
nce �ContractExpiration-Date
05/26/2019 -
structlons
EL @3;4_�7 11 CLy B iH5_3200.-5f 80d I.G.JMP):Rdf
VerifiedlBy: Lucas X. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
Fi;1�814 R2 AE_F�aiRepS�3�(HS-3200. SS7s�nd.IG•
IMpI na
NO�14-1916 o I i
Crea-[ed'by Independent Third Party: Yes
Baca Neat
CnntaR Ile ;; 26n1 aUr stone Rnnd TaMhame.. FL ]P99 phone• a9D•46]-f eta
The state of Fonda h an AAIM empbyer. repy2bhe 7D0]amsSte[ e1 Fbdda:t Pdhsev statement:: Ararstff a statement :: ge8lpd 9ta[emeft
Under Forids law, erase addresses am pubbe..Ms. a you do not waft your a -mad address released N response to a pubto•records request, do odd send ekmtmnc
road to tho entty. Instead, adman the cake by phom or bytraditional mad. V you have arty quastbns, pease contact 850,487.1395. -pursuant to stow.
455.275(1), Fonda statutes, eHectlue October 1, 2012, kensees dcereed under Chapter 455, F.S. must pmvde the Department with an emal address I they have
one. The amass provided may be used for official communcauen wah the toemee. However Cmad addresses are public record a you do. not wbh to supply a
personal address, please pavde the Department web an emal address whth can be made avadaIde to the pulse. To determhw ryou are a bcensee under Chapter
455, FS., please click hem-.
Product Approval Accepts:
Nsi
2 of 2 10/5/2017. 10:57 AM
RN:L✓R
ISNGINECRIN63A
1.
CONSULTING; INC.
1239 Jabara Ave.
North Port, FL 34288
Ph: 941-380-1574
FBPE C.O.A.429779
Evaluation Report 774D
November 11, 2015
Product Description: Series 3200 (formerly 7700) Aluminum1lorizontat Slider Window, LM
Impact, max. unit:sizes.of74." x 64"DP60 XO or OX,,and 112" x.64" DP50XOX 1/4-1/2A/4
M1l,anylactyggr; P-144P. :WiNAI'!'."9.yS1eI1}5:111F: 1g44SW44,14Aw.PP,*g R 34474
DIP
jHl t per the rec914jrerpePts
t E9IIlPiies }vltj} thg
the High yol9city
0@j9'1
Tgellpical DQFgm�egtalion;
-4 This rcp0d, Prt parcel -by LLlgM A:'Pompr,'P,B , at 0439 76bitm Avc:, NArtb PPrt, FL
2) Approval'drewirig CWS-77413; signed' and sealed by Lueas.A. Turner, P.&
3) Test Reports NCTL-210-3817.1; -lA, -2, and -2A, and NCTL-210-4000.06, -6A, -07,
and -7A, from National Certified Testing Laboratories, Orlando, FL:signed and scaled by
Gerard J. Ferrara, PX.,,and.test reports CWS-004-02-05 and CWS-005.02-03 from PRI
Construction Materials Technologies, Tampa, FL signed and soledby Zachary Priest,
with testiue nerlormed: ITAS'.201/202/;A3:94,.AAMA/WDMA/CSA 101'/I3:21A440-08',
ASTM E IW-02/04/05;mid ASTMB.1996.02/04'/06109
4) Supplemental Cates. to:support,CWS-774B, signed ,arid, sealed by Lucas A. Turner, P.E.
Installation: Units must be, installed according to approval.document C WS-774B.
Limitations of Use: This product:
• Maybe used up to sizesindicaiedin CWS-774B, with glass types, design pressures, and
max. glass daylight sins rasshown in CWS-774B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I.G. glass with.annealed outboard lite may not be used above 301 from grade in HVHZ
• Requires Kuraray-(Dupont) PVB Interlayer per Miami=Dade N.O.A. 14-0916.10
• Requires 6063-T6 aluminum extrusionsper-CW&77413
Certification. of Iiideperidenee: I do: not have, nor do l intend'to acquire, nor will I acquire, a
fuianciai'interest.in Custom Window. Systems or in any company manufacturing or distributing
products; for which this :report 'is being.issued. Ldo not have, not' do I intend:to acquire, nor wilt I
acquire; a financial interest in any,other entity involved hvdie testing or approval process of this
product. �aa►iuuin•n,
Vim' _.. v.F-•,.nY y' `�' f _
No 58201
* * ^ 11/11/2015
Lucas A.'Turner, P.E.
STATE- OF �o+�+; FL•P&958201
Lucas A.-Tumer
2015=11=11
1059-05:00
GS
R1
HE
HORIZONTAL SLIDER -IMPACT
I- 75114• FLANGEWIDTH —�vz
,3 74' UNIT WIDTH ,W V4
U3713116'SASHWIDTHI- A 28 VIV SASHWEAH-1 ,t
�L
�df
331/IG
-GLASS DLOr"
I
-
'_
331116 -1
GLASS DLO 1
•
�• B
57 VIB*
58718'
1
liA9T
GLASS
GLASS
DLO
DLO
X
O
{
1
i._. __
B
60 slIs'
SASH
HEIGHT
—1
�J
OXor OX
1131/4' FLANGE WIDTH-
112'.UNIT WIDTH
2B 1/1s' SASH WIDTH A
65
F
HE
wNGE
V4'
235'3
SLAW
- 2511Z
GLASS
-
Mo
OLD
1
I
114'
-•235Hfi'
GLASS
GLASS DLO
I
GHT
,
f
64•
'SLAB'
Ut6f
GLASS
GLASS
GLASS
_ OLD,
DLO
1 0
x
.X
Ca
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS.._..I
GLAZ0IG DETAO.S..._....._.......__..-__. 2
SECTION VIEWS-_,ti._-_---u-34
EXLNUSZ1tS & SOM.6..:.:......:........__..-5
ANCHOR SCHEDULE
DSTALIATION DETA65__.--......... 7
7731rJ-1(J D
B
7
609tii
SASH
HE GN
609H6'
3ASH..
HEIGHT
AS
3. CONFIGURATIWRS:'OX','XO.-XO '
4. DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS RAM V.?TESTED PRESSURE
AND GLASS TABLESASTLI E-1.3DDDL
-POSITIVE DESIGN LOADS BASEDON TESTED PRESSURE,
WATER MFILTRATIONTESTPRESSURE, AND GLASS
TABLESASTME-13DD-04L ,
S. ANCHORAGETHE 331l3'%STf'iiESS 1NLREASE HAS NOT
BEEN USED IN THE DESMOFTHSPAODL ICT. SEE
SHEET 7 FOR INSTAL LATLON DETAILWAND LOAD
DURATION FACTOR Cd.ISWAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCTS APPROVED FdiLS'IPACT RESSTANCE
SHUTTERS ARE NOT REQUIRED.
7. ALLFRAMES AND VENTS ARE SCREWEDTOGETHER•
SMALLJOOTT SEALANT LIM ATALLFRAME JOINTS.
E SERIES MODEL DESIGNATION MS3200 (AMJL HS-7700)
L. THE DESIGNATION XAND O ST.P.M FORTHE FOLLOVANC,
X - OPERABLE SASH, O - FDLED SASH
10. SECTION CALLOUTS APPLYTOALLCON,FLGURAT1pNS.
11. WEEP SLOTS - 118' a 1' LOCATEOG'FROM BOTH ENDS.
LacasA-
Tu11rer
2015.11-11,
•13A0-05:00
CONFIG.
MAX. UNIT
SIZE .,
DESIGN PRESSURE
RATING
IMPACT RATING
XO W/SIDE LA
" x 64"
+/- 50 PSF
GE MISSILE IMPAC
KO •
. 74" x.64"
+/- 60, P.SF
XOX 1/41/2'1/4
112" x 64"
+-
1900 SVI MTHA`!E.
OCALA. FLORIDA 34474
W W W.CWS.CC
3206 ALUM.
HORZ SLIDER
IMPACT
'-3.• No 5820t ';A
ivy 1a
t STATE OP' _V
�............
AE�. `••
,_11111��
LUCAS A TURNER, P.E.
FL PE B 58201
1239 JABARA AVE _
NORTH PORT, FL 34298
,PH.941-380.1574
Et`i 06fAN110H;
GENERAL NOTES AND
ELEVATIONS
W Y- T:N
AUE 0 01/12
er -- sic— —
^WS-774 B
SHEET
1:20 1 OF7
WIT OVERALL
1V ANNEALED
.090 DUPOMT PV2 INTERLAYER
118' ANNEALED
SIKAFLEX552 ar
PURFECT GLAZE'W
GLASS TYPE A -BASH
TW OVERALL
W ANNEALED
711V AIRSPACE
5116' LAMINATED
L3' ANNEALED
.090 'DUPONT PVS uJiERLAYER
17& ANNEALED
1 SIKAFLEX552Dr
PURFECTGLAZE'H'
3W
GLASS TYPE C-SASH
6?19' OVERALL
IT ANNEALED
.090 DUPONTPV13 MTERLAYER
IM' ANNEALED
SIKAFLEX 552 or
PURFECTOLAZE'H'
71W OVERALL
V8' ANNEALED
WIT AIRSPACE
5IIS LAMINATED
1/8' ANNEALED
AIM DUPONT WE INTERLAYER
L8' ANNEALED
SIKAFLEX552or
PURFECT GLAZE-W
GLASS TYPE C - FIXED XO
IT OVERALL
16' ANI ALED
6 DUPONT PVS INTERLAYER
IT ANNEALED
SKAFLEX552 or
PURFECTGLAZERT
3:4- GLASS SITE
GLASS TYPE R - FIXED XOX
71S' OVERALL
Srifi ANNEALED
tq' AIRSPACE
MT LAINATED
3118' ANNEALED
.105 DUPONT PVB INTERLAYER
3r16' ANNEALED
STKAFLEX 552 or _
PURFECT GLAZE'H'
T4-
GLASS TYPE D- FIXED XOX
Iam S1Y<O:NAVE.
OCALh FLORDA 344 4
VRWLCVIS=
32DO ALUM.
HORZ SLIDER
IMPACT
N. 59201
i
STATE OF
X—
GLAZING DETAILS
A0E
O6DT712
au-
Rry---
CWS-774
B
_
SHEET
1:1
20F7
INTEPIOR 4YINDOW SYSTENS�u 11,E
19M SW "TH AVE
OCASA. FLORIDA SW74
WWW.CWS.CG:
3200'ALUM
HORZ,SWDER !
IMPACT
VIJ4
1 Z I o Q
SECTION VIEW B-B w a
INTEflIOR
W<o
i ��P•�PNOREty1r ry�
L � 19 � � - J • N 582Di A�_I
STATE OF .�=V
G`2Z
�tiAs�ONA �EN��d
LUCAS A. TURNER; P.E.
^! FL PE 1158281.
1239 JABARA AVE
\ NORTH PORT, FL 34288
I PH.941-3WI574
r SECTl r5:[Ei6€sCAlviftir,:"'—_—
SEC„ONVIEW A•A I XNVIEWSO
SECTIONVIEWC-C
SIDEIATCHOPTION ADE OSN1/12
SIZE AND OP RESTRICTED. SEE SHEET I
ITEM NOT SHOW FOR CLARITY: GWS774
5, 8, 10.12, 15, 78:24 SHEET
1:1.33 90F7
INTER OR
OCAUI FLORMAS V4 -
wWW.CW8Y p
32DD ALUK,
;HORZ SLIDER_ '
IMPACT
?.i I N. 58201 ' T
o:
yvoi• STATE OF .14
�i T1F
r/dos,-.Gp6'C.
,. gggpNA; EN�d..
SECTION VIEWS
XOX
ADE,I OSMIA2
Cwan4 _ e
ITEMS NOT SHOW FOR CLARITY: yam--- BEET
1.1
d OF7
17J,C
11i-1 �71IC
6 �
ROLLER TRACK -1959
j-'rI
716'
L Itfi-
REINF. - 1935
HEAD -1933
LOCK JAMB -1962
1 23'9'•----�
f1t1E3
2 &6'
�
4
SASH UFT RAIL -1947
1
1_ tAC
SCREEN CATCH -1960
LINEfeASNOT USED: NOTE: ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED.
39
3
SILL, BOTTOrA -1966
z nn6-� a
L' ahs
FIXED JALSB-1957
�2IIX
ftAS
25'IC
SASH MTG PML-1946
lsns
9'IC
SCREEN SUPPOW -1936
SILL, TOP -1967
FIXED MTG RAIL - 1934
�@
43'r
1l16'
S
SASH TOP.HrM RAIL -1939
13 1C-1
—`"-+
9 1gFC t 1l16'
SPRING SIDE LATCH - 1956
3'sCV11�-
PVC 7jV GLAZESEAD - 5523
• I
eac�Tcaa_eca.ATrAcwzr:Hr
�W1SGT r.e.GEAItl?
ar-
r
SAS' GLAZEBEAD - 1941
3t4
�1
L1/1C
,
7116'GLAZFR£AD-1949
190D SW 44TH AVE
OCAfA. FLORIDA 34474'
wWW-CWS.CC
32.00 ALUM.
HORZ, SLIDER
IMPACT
�. No 59201
O'.
STATE OF
i�
LUOAS A. TURNER, P.E.
FL PE 8 SRO
1239JABARAAVE
NOM PORT, FL 342W
PH.941-MO.1574
BOM AND EXTRUSIONS
ADE I 06101l12
CWS-774 1 B .
1:2 1 50F7
14` MAX
6' MAX
6' MAX
(TYP.)
�c D(
S' MAX (TYP.)
6- LIAR (TYP.)
18'
INSTALLATION MAX. 0-(
ANCHORSTYP. (TYP.)
cr
ANCHOR LAYOUT -jFLANSE)
NOTES:
I. M9TALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL MXHCR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR DING LOAD SEAMS SHIMS. MAX ALLOWABLE SHRA STACK TO BE ItV. USE SHIMS WHERE SPACE GREATERTHAN IIIG IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,' OOD SHIMS ARE NOT ALONED.
'NCHORTYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.. SEE TABLE 1, SHEET 7.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WRHA CORROSION RESISTANT MATERIN.OR COATING. DISSIMILAR METALS OR MATERIALS WCONTACT WITH PRESSURE TREATED WOCOMUST
BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MAMFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1. SHEET 7.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSNG OR STUCCO. FOR CONCRETEICMU OPEN WGS, EMBEDMENT SHALL BE P.EYONDL•16OD DUCKS, s USED, INTO SUBSTRATE
INSTALLATIONS TO SOLID CONCRETE 08 GROUT -FILLED GW MAY INCLUDE BUT DO NOT REWIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE
USEOF IX BUCKS BETWEEN THE PRODUCTAUD SUBSTRATE
7. A MINIMUM CENTER-TG-CENTER SPACING SHALL BE MAINT"I EO SEWIEEN ALL FASTENERS: 3- FOR SOLID CONCRETE. 3 9!16' FOR CMUI 1' FOR WOOD AND LIETAL
B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL. BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND B15TALLED70 TRANSFER WIND LOADS TO THE STRUCTURE
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREbIENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES LAYOOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSXYN OF THE REFERENCE DOCUMENTS:
FMWAAMA I0U(FR1 WINDOWS). FMkAAMA20%(PLPNGE WINDOWS). FMAiWDMA2%SOX WINDOWS), FMMAAMAWDMA 3W(EXTERIORDOORS)
1B90SYI.4THAVE
OCALA. FLCFDA 3N74
WYWl.C"=
3200 ALUM.
:HORZ SLIDER
IMPACT
' No 5=1
+ A ei
'9•; BTA7E OF ?�
........... %•Neap
4ig1ryOMAL�pp
z
_ 11I112015
LUCAS A TURNER P.E
FL PE C 5=1
1239 JABARA AVE
NORTH PORT, FL 34288
PH. 941-380-I574
NCHOR SCHEDULE AN
NOTES
ADE OV01112
iftii"'— FED__
CWS-774 B
'Fix. SHEET
110 8OF7
_---
TYPICAL HEAD ANCHORAGE
+_�
—
SLIBSTRATEBY OTRE:FlS---^�
r---�+--RAW: EDGE DIST.
9EE tABLEt
•I----3
FAIN.EMBEDMENT SEEA
SEE TABLET
yMEkCCpgppT�I�J
`
19m SW 447H AVE V
SEETABLEi
I
INTERIOR IN MAX SHIM-
OCALA. FLORIDA 34474
WWW.CT4S.CC
PE 'INSTALL SFA3.L4T
MIN. EMBEDMENT
^j
BYt1E AND n
INSIDE AiO)ODT
SEE TABLEI
uDL EDaE GLst
.
3200 ALUM.
sEnLANrBEPEhD FLnHGE.J
"�'
SEETABLEI
HORZ SLIDER ,
BYe+R4TA1L83
INSTALLATION ANCHOR- -
IMPACT
IM' MAX SHIM
SEE TABLE 1
3
aoa
INTERIOR
)
i ;STAL.LATIONA�tCNOR
STABLE 1
I L.-•
SEALANT BEHIND FLANGE---•f SUBSTRATE BYOTtiERS
BYINSTALLER SEETABLE
u$L
w
m
i
1 i
PERIMETER SEALANT
Q��
O
BY44STALLER
,
qc,o
m
INSiDEANDOW
1
mIrc
tt
O
wl
HORIZOWAL SECTION
L
la
Ilir MAX SHIMgj
VTYPICZAAMBANp1ORAd
a
ME
I
r
11 SEALANT BEHINDFLANCE
�1.
I °'
�
0
BY INSTALLER
mi
a
p
' /
PEHIMETEN'� fT—' IBY
MIN. EMBEDMENT
SEE TABLEL
z
INSTALLER
INSIDE AND
�`19VORE!!!!!r
` pL W 'TGrr4
CDT
_.�
�`t
t SUBSTRATE BY OTHERS
)
i
:SEETABLEI
-
'MIN.
EDGE DIST.:*-
SEE TABLE 1
,p� BTATE' OF L/p
LSILLA
i
F
�O�FS 1Ofl50� 6�r�•
Jt TYPICAI.�SILL:ANCNORAGE
CHO
t`
I
rl4bpuPtt,.
TABLET: APPROVED
'
UCAS&TURNER,P.E.
FL PE A.$6201
E
NORTH PORT, FL 34288
PH. 941380-1574,-'
slSE£P"fii:��uj1i?5+`ati "--'
111
INSTALLATIONDETAILS
Ids'"et
. ADE
06f01112
wsne .
e- {
SHEET
..
7OF7
INSTALLATION FASTENERS