HomeMy WebLinkAboutProduct Review Affidavit Florida Building Code Online Page 1 of 2'-
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Professi real U�P�I Approval
Regulation
PloduR Aoomval Menu>PrnduR or Aooll[atlon Search>Aoolkatlan list>Appliwtion DMaa
FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Honda Professional Engineer
6b Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
M Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-8128(SH-6100,IMP No illAn hl odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
l
I
Equivalence of Product Standards
Certified By
r
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 '
I
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
00
L# Model,Number or Name Description
0F6177.1
SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ.•Yes FLi6177 R1 II CWS-8128(SH-8100 IMP NoSillAnch)odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other.SH-8100 PVC Impact,no sill anchors required. EL16177 RS AE DuPont PVB NOA 13-0129 27 Ddf
Safety glazing required on outer lite above 30 ft.in HVHZ, FL16177 R1 AE EvalReo CWS-812B(SH-8100.IMP,
Glass complies to ASTM E1300-04. NoSillAnch).odf
FL16177 R1 AE Ouanex(Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party:Yes
Back Ne
Contact Us::1940 North Monroe Street.Tallahassee FL 32199PJ1onei 850-4SMA74
The State of Florlda is an ANEW employer.f-omnlaht 2007.2013 State of Morlda.::Privacy Statement.:Accessibility a.lvry Sts m nt::Refund Statement
Under Florida low,ernall addresses are public records.Myou do riot want your e-mall address released In response to a putdic-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional man.If you have any questions,please contact 850.487.1395.*Pursuant be
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 h=.
Product Approval Accepts:
R9 0 19
ticcurit mt'rxrch
http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 718"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h 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 Su'
Edition(2014)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-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 2011202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
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 5'b Ed.(2014)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.
�+ DREW i>
:r�.yG�•��1. cam'•.'��+
No 5a201 *.V
*: * 4/18/2015
ir: Lucas A. Turner,P.E.
STATEOF :e�- FL PE#58201
w�+ '�OR jID���+'�,+ Lucas A. Turner
2015-04-18
22:20-04:00
J
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT S
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
iS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
N ASTM E 1998 PER THE FBC. W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
ss V9'MAX OVERALL FLANGE WIDTH 8100 PVC
3.CONFlGURATIONS:'O/X'.
517!8•MAX.UNITWIDTH SINGLE HUNG
4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,� a
INFILTRATION TEST PRESSURE AND GLASS TABLES
=lop I ASTM E-1300-04.
S.ANCHORAGE:THE 3311396 STRESS INCREASE HAS NOT BEEN USED
MAXIN THE DESIGN OF THIS PRODUCT.SEE SHEET 9 FOR ANCHOR SY F
FDLANGEL I I DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD i"il m
HEIGHT I ANCHOR CALCULATIONS.
B O B 2611 S36' S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE �i a
DLO NOT REQUIRED.
f
I
Hill 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT '" O USED AT FIXED MEETING RAIL AND JAMB.MAX UNIT
HEGHT 8 SERIES/MODEL DESIGNATION SH•8100.9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0-FIXED SASH
3.18' I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1-1-1
SASH GLASS ¢ Z
MAX.M26 LOCATION. "1111111111#14
HEIGHT DLO 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4"LOCATED 4•FROM BOTH ENDS. ����Q�D GE Nw T
GOi
6 ' G r�� $F••'Py•.
I I C
� No 58101 S :
-- -- -1- Turner p STATE OF js4f
a A 2015-04-11 . t O R.d a���.
15:15-04:00 ''�i�;�NA E;i�•��
4z v1c
GLASS DLO
"MI. 4/11/2015
MAX SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JA13ARA AVE
NORTH PORT,FL 34288
PH.941-380-1574
SHEET 0ESMlFqKM:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE
RAW N Br DAM:
GLAZING DETAIL................................2 Qjj
UNIT SIZE BAT 08/18/12
SECTION VIEWS.................................3 RATING IMPACT RATING A
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES,....,...5
8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-612 B
INSTALLATION DETAILS........._.........6 SHEET
1:15 1 OF6
W
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
O � ~
0 3 O
719'OVERALL INSULATED GLASS 7/0"OVERALL INSULATED GLASS C
Cil m
118"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED W
7/10"AIRSPACE 7110'AIRSPACE D N ZO
5116'LAMINATED GLASS 5110'LAMINATED GLASS
f3oZ
118'ANNEALED 1/0'ANNEALED ¢ O CC
.090'PVB INTERLAYER BY DUPONT ,090'PVB INTERLAYER BY DUPONT o
118"ANNEALED UB"ANNEALED o Q �q
DURASEALeYTRUSEAL DURASEALBYTRUSEAL Q o
4 PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECT GLAZE"M'OR SIKAFLEX 552 ro 4 Z
t 1 G/2�' LABSBfTE 1 1P2"GLASS BITE G . DREW GENgeQ�b,
Z'-j: No 56201 A"
1 T n0% STATE OF :�W
O11
FIXED LITE SASH LITE 4/11/2015LUCAS A.TURNER,P.E.
FL PE#58201
1238 JABARA AVE.
NORTH PORT,FL 34258
PH.04180-1574
1 TDESCFIIPT
GLAZING DETAILS
D .
BAT 06/18/12
DWO a: R ...
CWS-B12 B
SHEET
1:1 2 OF 6
a
vv�srs�l�s
iNTERiOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
i i 4
8100 PVC
® SINGLE HUNG
° IMPACT
a
� H
1 00
3 1 1 19 4 W 07 m
SECTION 8 B v to
NOTE:LEFT SIDE SHOWS FD(ED SECTION VIEW.
RIGHT SIDE SHOWS SASH SECTION VIEW. G o Z
tc +� C+
aha
w U
14 9 ¢ Ui
o �
7 � O
m <KZ
t —� WTERIOR aamn
9 add +h�
�lF~+4�rr
1'Z4+i
.�.�
No 59201
i�1yQ:. STATE. OF
t 10 Sf+4`�a<O
It
4/11/2015
79 6 LUDAS A.TURNER,P.E.
2 q FL PE*58201
1239 JABARA AVE.
NORTH PORT,FL 34280
PH.941-380-1574
SH600ESCRIPFum
SECTION VIEWS
SECTION A-A
NBYZ DATE:
BAT 06/19/12
Dwo 4.
CWS-912 B
NOTE:ITEMS NOT SHOWN FOR CLARITY: MALE
20,26-26.35-37,44.51-52,55-56,S4,67-$8SHEET
12 3OF9
i
PARTS LIST FRAME CORNER
REMI PART# IDESCRIPTION VENDOR MATERIAL 31/6"--�{ CONSTRUCTION
1 H-6031 Malrt Fr.,SH,w1Flg.,PVC Head Mikron Vln 1
2 H-W31 Main Fr.,SH,w/FI .,PVC,SIII Mikron VI I 1 1 15/18` VVINIDOVV SYSTBIS
3 H-6031 Main Fr.,SH,w/F7 .,PVC,L.,lb. Mkron Vinyl �23r16• 1800 SW 44TH AVE.
4 H-E031 n Fr.,SH,w/Flg.,PVC,R.JtL Msaon Vinyl 2 OCALA,FLORIDA 34474
3 e WWW.CWS.CC
6 S-1577 [Impact mark glum 4 t
8 H-6027 Sash Meet.Pali,PVC Mixon Vin I 211116' 16!9" 158"
9 H-1497 RalrdSash Sash Meal.Rail Keymerk Alum 1/16' I tnfi„ 1118' CORNER WELD 8100 PVC
10 H-6026 Sash Bottom 8611,PVC Mikron Vinyl L (ALL SIDES)
1z -P-6004 SashSlde/To Brn.Rall Mkron Vinyl ,.e SINGLE HUNG
13 5-1488 Remi.d..B.RIS.S.
14 S{061 Glz.Bd.,718' PVC FRAME FLANGE-Ml PVC SASH STM.RAIL-6026 PVC SASH TOP RAIL-6027 IMPACT
Mlkron Vtrty
18 5-6013 Scm.Adept., i ,PVC,Hord, kron Vinyl
N1 N
18 5.6014 Scm.Adapt.,PVC,Vett, Mkron Vinyl
20 5-6029 Sash Stop/Filler,PVC,Van. Mkron Vinyl
23 14-1689 Reinforcement,SBR Keymerk Alum
3!,1• o a o
24 P-2190 Bance BSI
25 P-3059 Sash Cam,PVC BSI Plastica �iF- Vte• 47 TriM
26 P-3046 Take Out ClipBSI SS IGF--1 1:Ja n 2116' 1118^ FlXED MEETING RAIL
27 73783 LOOK,Impact,PVC Interlock L I SCREWED TOGETHER WITH c� N Z
28 -4069 Kea r,impact,PVC Interlock 7amac u 1n6' OUTERFRAME m
311 73215 Wasp Cover w/Flee Gear Plastic
REINF.,IMPACT HOOK-1112 19 e W
32 P-3429 Wst .,0.270 x.187 back FinSeal,Gray Ultretab PVC SASH SIDE RAR-6004 FIXED RAIL-1635 ¢ 930
37 7.4638 08 x 2-1/2 PH Mod Tlvss,7ypa A,TEK 2 Fast" Steel c a
38 P3768 R8 x 0.625 Ph PH SMS Hub i steel 15/,6- 9ns' z
39 P-4051 W 08 x 1.250 Ph FH TEK, Hub CI Steel 72^ ,,!g° t t/9• a o
40 R4264W S x Sal PHM,55Head,TEK, Hub City Steel � � � W16" � C o
44 73342 Seem Sealer,5M5504 Schnee 718• 1 ,y,g= r 1 m G Q
45 P3 552 Ca Plug,112'Hole 8M Nylon 1116" 1145 1/16 z
47 P-WS SlkaAalL 552 or Pudecl Glaze'W Ska/Henkel 1116^
48 P3352 Set.BBlk.,85 (tVFRC,D5/8'x2'Lg. F.Lowe RDt�er PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVCFO(EDRAILCOVER-6063 PVC SCREEN SUPPORT-6014 ����PppREIVxT ,
51 P-3BB1 Temporary Lbl.
52 P-3613 CWS Lb1. 090 Pro Labe GP'��GB NBIc�';ON
53 Sash SEE SHEET2 GLASS -4'—
ff
54 Fixed SEESFEET2 GLA
SS
56 P-Ml Spacer Duras
eal
67218 Screen Frame,Hz. AllmeteAum 1He13 15�19_141' y 7/1/8a'• F� 1 +^b*�::
Ne rX, 01 •'F1t=Z
L 1716' j_ 11 STATE OF j,114
63 P-3218 Screen Frame,Vert. Allmetel Alum REINF.S.9.RIS.S.R.-1498 RENF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVG GLAZING BEAD-6084 '�.�F�'$C R t,Q��`a`��
64 7-3321 Screen Frame mer Key Allmetat Plastic S
65 P-3581 Screen Cloth,IS x 16 Fibc lass eettemle Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Bk. Daps in 1 ' hg0nto gas
67 P3029 IScreen Pull Tab summit Alum
68 P3033 Screen Spring,SS Fl.Screen SS 4/11/2015
70 P-3113 Screw Support!ar PVC T.Plastics Nylon LUCAS A TURNER P.E.
71 H-1836 Alum.Fixed Rai Keymark Alum Owls- FL PE#58201
72 54063 Cover,Fixed Rail Mkron Vinyl 0 1239 JABARA AVE-
73 S-1112 Reinforcement,Impact Hods Keymark Alum NORTH PORT.FL 34288
74 P-3541 #8 x 1/2',Pan Head,7EK Fastenal Steel PH.941-3SO-1574
16118" 1/2 7DESCRIPT :
LINE ITEMS NOT USED: s 0/16"
5,7,,ITEMS
6 f' —3—�I BOM AND EXTRUSIONS
718^ v19° ��
SCREW SUPPORT-3113 DRAWN BY.
DATE;
IMPACTHOOK BAT 06/18/12
5-1577P .
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
1:2 40F6
,r
6"MAX.fM.) •-----'�—'it MAX O.C.(TYP-) 1900 SW 44TH AVE. 1��t
6•MAX M) OCALA,FLORIDA 34474
W W W.CwS.CC
t I SEE NOTE 2 8400 PVC
MAX.O.G.
10
SINGLE HUNG
INSTALLATION IMPACT
ANCHOR M7.)
Laal
I I
sm tum
g ny
{•�.)�. 1 t U N O
I I
10 tr2' !t lu
MAX O.C.
a
(TYP.) cQ p
i U� 1
W
7 OWC ❑
4"(TYP.)
ffit
X.(TVP.) NO ANCHORS REQUIRED IN SILL �� ht34R2!�T���*j
ANCHOR LAYOUT•(FLANGE) v: He 58201 1 +�
NOTES: 4;t STATE OF
1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED N SIU *+�'4�d'N ��n'✓'�`�i�4
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4%USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOR SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4111(2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS R MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS PE NEER,P.E.
BE PROTECTED TO PREVENT REACTION.
1239 JABARAAVE-
6.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCREMCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE SPEET0
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR.SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS_3"FOR MASONRY,1"FOR WOOD AND METAL BMWWS
BAT 06/18/12
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. W(3*.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9.SFMA/AAMA(100(INWNDOWS),FMA/AAMA2 0(FLANGEWNDOWS),AFMAAMIDMA250BOXCE OF WINDOWS)MAIAAMAIWDMA30(ESHALL BE DONE BY OTHERS LXTTEERI RTHE
DOORS)CURRENT VERSION OFTHE REFERENCE DOCUMENTS: LE SHEET
1:15 50F6
aI
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
BWINDOW SYSTEME TABLE 11900
SEE TABLE 1 sffl
S BY OTHERS
SUBSTRATE BY OTHERS 1900 SW 44TH AVE.
114`MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34174
SE TABLE 1 W W W.CWS.CC
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT SINGLE HUNG
SEALANTBEHIND l� INSTALLATION ANCHOR
FLANGE BY INSTALLERI/d'MAX SHIM SEE TABLE 1 IMPACT
�f7 N
O � O
PERIMETER SEALANT
BYINSTALLER
INSTALLATION ANCHOR INSIDE AND OUT w
SEE TABLE 1
SFaLANT SEHW D tl1
CIE BY INSTALLER a Z
Il! "+ O
CONTINUOUS DOUBLE 3MS'BEADS OF B HORIZONTAL SECTION Q ZSn
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE
PERIMETER AT ALL INDICATI D POINTS fI ¢ Q
BETWEEN FRAME AND BUCK BY INSTALLER CL g
z
V4"MAX SHIM Q p 0
SEALANT BEHINDLl
FLANGE BY INSTALLER s
PERIMETER SEALANTlb E Z
BY INSTALLER MIN.EMBEDMENT 1 lI
INSIDE AND OUT SEE TABLE 1 �,•oN WDREW f Tyg
�OVQ
.-"%60 F.
c�
SUBSTRATE BY OTHERS ?� No SE201 'A
SEE TABLE 1 MIN,EDGE DIST.
SFF TABLE 1et
i.fli
q VERTICAL SECTION 9�S BTATE OF :-,4U
6 7YPICALSILLANCHORAGE y���'�,;p qM0 r'\ r
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E.
S MIN EMBEDMC
ETE(ZO KSI MIN.) 3116'I W TAPCON 1-112' 1- PERUAETER SEALANT 1239 JABARA AVE.
BY INSTALLER
2• INSIDE AND OUT NORTH PORT,FL 34266
H HORIZONTAL SECTION PH.841.960.1574
CONCRETE(2.65 KSI MIN.) 3116"ELCO ULTRACON 1' 1' J BOX FRAME INSTALLATIONscrrmnoN:
OROlJGFOLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/18'RW TAP INSTALLATION DETAILS
OR ELCO ULTRACON
2X MM.6OUTHERIV PINE(G-D.56) 1-316• 7/6" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.66) N10 WOOD SCREW 1-3l6' 716' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: HAWK B
16 GAUGE(0.060")MIN STEEL STUD #10.16 HILTI KWIK+FLEXOR RW FULLTHREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF•DRILUNG SCREW THRU 0.080' 7/16' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uwe-#-. V.
1/ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
11'RWM.(6063-T6 MIN.)OR N10 GRADE 6 SELF-TAPPING/ FULL THREAD 7/16, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1 I STEEL(33 KSI MIN) DRILUNG SCREW THRU 0.126" SHOWN FOR FLANGE WINDOWS. SHEET
12 AOF6
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FL# F1-5823-116
licauan T e
APP YP Revision
Code Version 2014
Application Status Approved
Comments 04/16/2015
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@ews.ec
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
.+M Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone CertlNcations,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
W Validation ChecIdist-Hardcopy Received
Certificate of Independence FL5823 R6 COI FvalReo CWS-155C(SH-8100 Imoact)odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA1CSA/101/I.S.2/A440-05 2005 I
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA(TAS 201/202/203 1994
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