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FL# FL5823-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E1
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Dcala,FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Ke in Pine
kpine@cws.cc
I Technical Representative )ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
I Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 .Ext221
amonteverde@cws.cc
Category Windows
Subcategory Single Hun
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 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
L Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReDortlSSD.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-09 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
I
ASTM E1996-02 2002
ASTM E1996-05 2005
! PA/TAS 201/202/203 1994
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Florida Building Code Online Page 2 of 3
I
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
i FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of Use Installation instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-i55D.Ddf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile,see installation dwgs.for Max.size FL5823 R8 AE EvaiReportI55D.Ddf
and DP.Outer lite in I.G.must be safety glazed when used Created by Independent Third Party:Yes
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04.
5823.2 SH-81)0 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.odf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R8 AE EvalReDOrt440C,Ddf
must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
I
5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.Ddf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other:Large Missile,DP=+/-67.5 psf,Max.size 74-1/8" FL5823 R8 AE EvalReDort491C.Ddf
x 72".Outer lite in I.G.must be safety glazed when used Created by Independent Third Party:Yes
above 30 ft.in HVHZ.Gla s E1300-04.
5823.4 -1—TSH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF
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:Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalReport295E.Ddf
FLANGE ONLY.Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft.in HVHZ.Glass complies to ASTM E1300-
04.
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Contact Us::2601 Blot Stone Road.Tallahassee Fl.32399 Phone:850-487-1W
I
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State o/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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.437.1395.-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 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.
Product Approval Accepts:
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f
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TICONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 295E
September 7, 20175
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 52"x 96"unit size Oriel
configuration at+/-70 PSF
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 6t1'
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-295E,signed and sealed by Lucas A. Turner, P.E.
i 3) Test Reports NCTL-210-3946-05 and-5A, by National Certified Testing Laboratories, Orlando,
FL,TAS testing signed and sealed by Gerard J.Ferrara,with testing performed: TAS
201/202/203-94,ASTM E 1886-05,ASTM E 1996-05/09,and AAMA/WDMA/CSA
101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-295E,signed and sealed by Lucas A.Turner, P.E.
j Installation: Units must be installed according to approval document CWS-295E.
Limitations of Use: This product:
• May be used in O/X Oriel configuration in sizes up to 52"x 96"unit size at+/-70 PSF,with max.
glass DLO heights as shown in CWS-295E
• 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, in the Fixed Lite: 3/16 Ann. or Temp. outboard
(Tempered required above 30 ft in HVHZ) —Air—7/16 Laminated(3/16Ann-.090SGP-
3/16Ann). In the Sash: 1/8 Ann. or Temp. outboard lite(Tempered required above 30 ft in
HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)
• Requires in Sash Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02,
• Requires in Fixed 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. 17-0206.10,
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`h Ed. (2017)Florida Building Code for use in this
pr du t.
e I ica ion o n epen ence: o no ave, nor o m en o acquire, nor wu acquire, a mania
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.
r
!try
s. No 58201 ;%�O 9/07/2017
w
Lucas A. Turner, P.E.
; = FL PE#58201
0P, STATE OF
^S/4
GENERAL NOTES:
SINGLE HUNG ORIEL - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
53 2.GLAZING OPTIONS:(SEE SHEET 2)
FLANGEWIDMAXOVERALL TH 8100 PVC
—52"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X'. SINGLE HUNG
47 13116"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ami GLASS TABLES ASTM E-1300-04e01109.
_ __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
--
INFILTRATION TEST PRESSURE AND GLASS TABLES H 0.0 cow o w
_I_ ASTM E-1300-04e07/09. z w�0
-- I I w z 0 z O_1=Z1
I I S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o ¢co }O=:5 m
LL F-w ZF-?.m=
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2 Q w w O O
DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I-O d¢=F D:
971/4 B I B ANCHOR CALCULATIONS. U z co ai z z F-0 D.
MAX Z
O EV RALL I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT Q 0 Z u-2 p O'z
FLANGE I O I I SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING ¢ O w—=O—
HEIGHT I I 61 1/16' NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED F }5 O 2
GLASS PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. w O�m O w in w
96' DLO a z=a KJOm�
MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT D. w r-O It=�}
HUNITEIGHT USED AT FIXED MEETING RAIL AND JAMB. a a: a'. w 3 nw.rn
I I I
I I I B.SERIES/MODEL DESIGNATION SH-8100. kkjlll+thh"
ego:l P 10RE !l,
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: .� .. pE/jS•.�/�is
X=OPERABLE SASH,O=FIXED SASH ti!G ';?�a�
No 58201
"l.
0.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I I$6�
LOCATION. 'I ~'�: STATE OF .lti:EXTERNAL WEEP SLOT=1W x 1-1/4"LOCATED 4"FROM BOTH ENDS.
30 3/16" Y I26 7/8' 6cn O R 7SAS I /\ GLASS 'a�ss•••IVAI. �a4,•
HEIGHT f; /O Z
DLO ��fI111M�1i���
I � I
V I
It_11
s
9/25/2017
45 1/4'
GLASS DLO LUCAS A.TURNER,P.E.
FL PE#58201
48 9/16" 1239 JABARA AVE.
MAX.SASH WIDTH
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
_ GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS DESIGN PRESSURE AIDE 09/12/08
GLAZING DETAIL.................................2 MAX.-UNIT SIZE IMPACT RATING Owca: REV:
SECTION VIEWS...............
EXTRUSIONS&B.O.M........................4 CWS-295 E
ANCHOR SCHEDULE&NOTES 52"x 96" +/-70 PSF LARGE MISSILE IMPACT sc
INSTALLATION DETAILS....................6 SHEET
120 1 OF 6
wl�sYsr�s
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a z ¢z3:
Z W J❑ Q�❑W
W zOZ WI=z_
❑ am§}OK�E
IL t-w zF�2x
Z zmm<WWOO
7/8'OVERALL 7/8"OVERALL O O O Z 0- a
❑ Z—Co ZF.❑y_
3116'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED z O Z C.) Z U
114"AIRSPACE 7/16'AIRSPACE < O w�h Z Z
rn
7/16"LAMINATED Cd
5/16'LAMINATED w U❑K>-O w 9 w
3/16'ANNEALED 1/8'ANNEALED a Z=d p
O WF0 aai=��
.090'SENTRY GLASS IONOPLAST INTERLAYER .090"DUPONT PVB INTERLAYER a FZ- a Wa
3/16"ANNEALED 1/8"ANNEALED 0
►Ul1Ul/Itt
QUANIX DURASEAL QUANEX DURASEAL �,�``'P7';� T'�i,
RE w
IG SPACER IG SPACER ♦� 5.+'�'� td
•OE G �s
SIKAFLEX 552 OR �G¢'� S�% ✓��i
47 PURFECT GLAZE'H' a SIKAFLIX 552 OR ,' No SS201
PURFECT GLAZE"H"
% STATE OF .%UZ
14 1/2"GLASS BITE 14 1/2'GLASS BITE
.O''N•A,
48 ae •4�ssiONA'a��ya,,
.—5 3
12
zz
SASH LITE 9/25/2017
FIXED LITE LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH,941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWNBY: DATE:
ADE 09/12/08
_ DWG H: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-295 E
SHEET
1:1 2 OF 6
INTERIOR
v�n�sYsr�s
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
45 3 27 53 1 381 35 3 4 45
8100 PVC
iNT
SINGLE HUNG
IMPACT
Z_ ?3 QZ�TWO WOOW ZO Z ca_ Q FMw---
14 O FW�ZOF�iM233 Z ZS`mQofWOO
1 6 66 63 19 4 O OF-Od<MF-X
SECTION B-B 0 OU�za-H(np-
Z 007� zjU�
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a F z LL m O O LL z
RIGHT SIDE SHOWS SASH SECTION VIEW. ow F m O—
14 Q o�F->-
40 W LLc)WOOJtnt-
31 39 O WF-0 a.w=M>-
as F a Of IL
7 8 ,,�1�U�urirpri
9 INTERIOR r? CEI....
48 No 58201
5 8
6 '9OS STATE OF :��
s3 ���.Ci``��
1s r�rurmul1�`
10
65
7
66 1
6 ZZ
34 �l 4l o
1e q O 1 3 9/25/2017
s LUCAS A.TURNER,P.E.
2 FL PE#58201
4 1239 JABARA AVE.
30
� 3 NORTH PORT,FL 34288
PH.941-380-1574
45
SHEET DESCRIPTION:
SECTION A-A SECTION C-C SECTION VIEWS
ALTERNATE IMPACT HOOK
DRAWN BY: DATE:
AIDE 09/12/08
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-295 E -
20,25-26,31,36-37,44,51-52,55-56,64,67-68 S0 SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER
Item Part# Description Vendor Material 3 Ve. -{ CONSTRUCTION
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl I 1 1 15116" WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl I �23/1s'
3 H5031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb, Mikron Vinyl 3 8 OCALA,FLORIDA 34474
10 WWW.CWS.CC
5 H-1681 Heavy Duty,Meet.Rail,Fxd.Aluminum Keymark Alum 2 11/16" 4 1 5/a^ �Q 1 LU
6 S-6027 Impact Hook Keymark Alum 1I16 L 1/16' 1l�6" 8100 PVC
8 H5027 Sash Meet.Rail,PVC Mikron Vinyl O
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum CORNER WELD
L (ALL SIDES) SINGLE HUNG
10 H 6028 Sash Bottom Rail,PVC Mikron Vinyl PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1:8
12 H-6004 Sash Sidefrop/Bot.Rail Mikron Vinyl PVC FRAME FLANGE H-6051 H-6027 IMPACT
13 S-1498 Reinf.S.B.R./S.S.R H-6031
14 S-6064 Glz.Bd.,7/8',Fxd.,Horiz. Mikron Vinyl 1 3/16" 3 -' Z ¢
15 3-6064 Glz.Bd.,7/8",Fxd.,Vert. Mikron Vinyl 4, o w puj�o ro w OO 0
11/8 Z OWO ¢F W
16 S-6064 Glz.Bd.,7/8",Sash,Horiz. Mikron Vinyl g o ZOZ v O�Z~17 S-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl 5/16" 1 Q } �m
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 1 5/B" 15/16• I,I Z z u1 m Z x w o_
P Y n Ilrr 1/16' Z Zx�¢�WOO
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1/16' LI Ills" �— O 01 O 6 a=F X
20 S-6029 Sash Slop/Filler,PVC,Vert. Mikron Vinyl L UU FIXED MEETING RAIL p Z Z~j a
23 H-1699 Reinforcement,SBR Keymark Alum PVC SCREEN SUPPORT SCREWED TOGETHER WITH Z 0(!)::)vi �c>-
24 P-2190 Balance BSI S-6014 OUTERFRAME } 4 Z W 0 O Z
REINF.SBR r, O Z
PVC SASH SIDE RAIL H-1699 1'fl O r-t=
25 P-3059 Sash Cam,PVC BSI Plastic H-6004 ¢ y U Z ui
26 P-3046 Take Out Clip BSI SS w O o W U)o W m w
OJrn1-
27 P3783 Lock,Impact,PVC Interlock 31/6' a z=a w O_m
28 P-4069 Keeper,Impact,PVC Interlock Zamac 11 5 O =~0 w=�>_
30 P3215 Weep Coverw/Flap Gaer Plastic 518—�--� 1 118" 1 38' a t a. W a
31 S-6077 HD Fixed Meeting Rail Cover Mikron Vinyl Tr+(�� 9 1/2" 0 1 7/g ,,jl�µuu�q���
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 1' I) I 13/16' I E;1
*d SORELY�zzir
33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab L 1/16" 1/16• 18 }— IL ILrt51 �•�GP�;.��GENSFGQy���
34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab Ills' J 1
35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab REINF.SASH MTG.RAIL PVC SCREEN CATCH PVC SASH STOP -,. No 59201
36 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-1497 S-6013 S-6029 HD MTG RAIL
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel H-1681
23116'
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 314" '+�O' F •��
39 P4051W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 3/16i 1/4' I ��iFS• R....
40 P-4264W #8 x 3/4 FH PH w/#6 Head,TEK.Wht. Hub City Steel r 1a 37 �i�S�ONAt< p����
44 P-3342 Seam Sealer,SM5504 Schnee 13 7/g• 15 1 yn6
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1116" t6 1116'
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel REINF.SBR/SSR 1
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber S-1498 PVC GLAZING BEAD zx
51 P3881 Temporary Lbl.(NFRC/DP) S-6064 PVC MTG RAIL COVER
52 P-3613 CWS Lbl.(logo) Pro Label S-6077 9/25/2017
53 Sash See Glazing Chart(pg.3)
54 1 Fixed See Glazing Chart(pg.3) LUCAS A.TURNER,P.E.
56 1 P3281 ISpacer Duraseal 0 3116" FL PE#58201
62 P-3218 Screen Frame,Horiz. Allmetal Alum 0 1239 JABARA AVE.
63 P-3218 Screen Frame,Vert. Allmetal I Alum NORTH PORT,FL 34288
64 P-3321 Screen Frame Comer Key Allmetal Plastic PH.941380-1574
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 1 5116' 1/2" SHEET DESCRIPTION:
66 P3228 Screen Spline,.155 Dia.,Blk. D Vinyl 3"
67 P3029 Screen Pull Tab Summit
it Alum 718. 6 � r � D BOM AND EXTRUSIONS
68 P-3033 Screen Spring,SS FI.Screen SS / DRAWN BY: DATE:
1/16• T_�
70 P3113 Screw Support for PVC T.Plastics Nylon SCREW SUPPORT AIDE 09/12/08
71 P3 IMPACT HOOK
118 Keeper,Sweep Lock Sullivan Steel P-3113
72" P-3541 #8 z 1/2",Pan Head,TEK.- Fastenal Zinc S-1577 DING REV:
73 P�632 Sweep Lock Sullivan Zlnc CWS-295 E
74 P-4633 Barrel Fastener Fastenal Steel LINE ITEMS NOT USED: SCAL : SHEET
7,11,21-22,29,41-43,49-50.55.57-61,69 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6-MAX.(fYP.) 12-MAX O.C.(TYR) WWW.CWS.CC
6'MAX.(TYP.)
8100 PVC
SINGLE HUNG
IMPACT
SEE NOTE 2 Q z Q Z
MA r Ow0 E0WOp
MAX.O.C, z w,0 QF-aw
(�P•) INSTALLATION w z O z 12 t z r
ANCHOR(TYP.) O Q(A >-O K�coO E: rw zr325!
z z=m<ofwOp
o 01--0 Q=FD�
U p(n F-zarma.
z ZO—(n—Z?US2
Q r?LLgzOLL
T Owp:=:o—
g� r
z
ANCHOR AT MTG r O O�>-o w(n w
RAIL CENTERLINE TT-- w m w
T X 0 �=D.0 0.p�>-
4"(TMP) a H p_ 0of wa
4 aaP119111tN"T
Idg'-G'pIr
? No 58201 'p
ANCHOR LAYOUT-(FLANGE)
�Q• STATE of .:��
NOTES:
<NtlUnaaaa
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 �Z
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/25/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 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 CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X 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. DRAWN BY: DATE:
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. ADE 09/12/08
Owc
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a: REV,
CWS-295 E - -
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:25
50F6
TYPICAL HEAD ANCHORAGE 2919MEMS0
MIN.EMBEDMENT
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. $�OO'PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND C� SEE TABLEION ANCHOR— IMPACT
FLANGE BY INSTALLER 1/4•MAX SHIM
O a Z aZ0
nuio QUO
O zw
n III ZwZ}Om3:m
PERIMETER SEALANT w P w Z H 3 m_
BYINSTALLER Z Z x m Q m.w O O
INSTALLATION ANCHOR O O O Z¢F uS 0-
INSIDE AND OUT O O 0 U O.2 F
SEE TABLE 1 SEALANT BEHIND Z ZO O� Z F-U y
FLANGE BY INSTALLER G Z V 2 Z O LL U
} Q LLW0x OZ
��HORIZONTAL SECTION Q ��}Y L) O g 6 TYPICAL JAMB ANCHORAGE w O O P rn O w u)w
ZU)w OJmF-
a
p wr0 a2��
1/4"MAX.SHIM a I' a a: d
SEALANT BEHIND
FLANGE BY INSTALLER C� PNOREW�T4���
PERIMETER SEALANT `�Q�?•y: g CE♦'J ��!�Qti��
BY INSTALLER MIN.EMBEDMENT
SEE TABLE 1
INSIDEAND OUT
9" 8TATE OF .ESL
SUBSTRATE BY OTHERS �O.(."••c P,.'�`�
SEE TABLE 1 MIN.EDGE DIST. 4�5'(�F^O• Q\O�
SEE TABLE 1 ���S70NAL��.++�
A VERTICALSECTION ��It1111i110
6 TYPICAL SILL ANCHORAGE
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9/25/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE 01N.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2^ 1-1/8" PERIMETER SEALANT 1239 NORTH
JABARA AVE.
NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDEAND OUT PH.941-380-1574
HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/6"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ADE 09/12/08
(33-KSI-YIELD MIN) TEKS SELF-DRILLING SCREW . _ THRU 0.060" 7/16" MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV:
1/8"ALUM,( S MIN.)OR 410 GRADE SSELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-295 E
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 33 KSI KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS, s SHEET
1:2 60F6