HomeMy WebLinkAboutProduct Approval Opening I Size
(W x H)
1. FL16177.1 51 x 61
(Single Hung)
2. FL5823.1 51 x 61
(Single Hung)
3. FL5823.1 51 x 61
(Single Hung) 0 c
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4. FL5823.1 51 x 61 ~
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DATE:
Jun 16,2016
PAGE DESCRIPTION:
Site Plan
PAGE: OF
1
1
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Property Information Building Information
Owner: Steven,Joan&Jennifer Campbell Wind Zone: 170 MPH.
Address: 13525 S INDIAN RIVER DR 104 Exposure Category: C
Jensen Beach,FL 34957 Minimum Building Dimension: 46 ft.
Mean Roof Height: 30 ft.
Risk Category: 11
Design Pressure Calculations
Opening Location Device JDevice Device Max Positive Max Negative
Number Zone Width(in) Height(in) 1[ Elevation(ft) Pressure(psf) Pressure(psf)
1 End 51 61 7 41.5 -54.2
2 End 51 61 7 41.5 -54.2
3 Int 51 61 7 41.5 -45.3
4 Int 51 61 7 41.5 -45.3
Prepared in accordance with:ASCE 7-10, Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A PRODUCT ROUGH ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
SIZE REQ Y/N/NA
NUMBER or Interior OR DOOR NUMBER (+) PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N
1 End Window 7/8"Lami FL16177.1 70 70 41.5 -54.2 1 52x62 51x61 No No
2 End Window 7/8"Lami FL5823.1 67.5 67.5 41.5 -54.2 53x76 51x61 No No
3 Int window 7/8"Lami FL5823.1 67.5 67.5 41.5 -45.3 53x76 51 x61 No No
4 Int window 7/8°Lami FL5823.1 67.5 67.5 41.5 -45.3 53x76 51x61 No No
MARTIN COUNTY BUILDING DEPARTMENT
900 SE RUHNKE STREET
STUART,FL 34994
(772)288-5916
FAX(772)288-5911
WINDOW/DOOR SCHEDULE
APPDX IMPACT PROTECTION
ID OPENING **
NO SIZE DESIGNATION TYPE IMPACT NEW * REMARKS
GLASS SHUTTER EXISTING
(WXH) SHUTTER
37" X 63" 25 SH X EXAMPLE
1 51 X 61 SH Y X
2 51 X 61 SH Y X
3 51 X 61 SH Y X
4 51 X 61 SH Y X
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
*Window Replacement using existing shutters to comply with impact protection will require the
existing shutters to meet the requirements of the 2010 FBC/Residential R301.2.1.2
TOTAL GLAZED OPENING AREA FOR STRUCTRE: 192 S.F.
PERCENTAGE OF NEW GLAZED AREA: 45 %
(TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE)
NOTE:The replacement of more than 25%of the aggregate area of exterior glazing(windows&doors)in one&two family
dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters
or impact resistant glazing)as per 2010 FBC/EXISTING BUILDING 606.4.
**TYPE WINDOWS
SH—SINGLE HUNG AWN—AWNING SL—SLIDING
DH—DOUBLE HUNG CAS—CASEMENT FIX—FIXED
7/5/2015 Florida Building Code Online
9 1a
r �
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Bus ines5,� ')
Professional =.FUSER Product
Product Aporoval Menu>Product or Application Search>Application List>Application Detail
€.'. v( .. FL# FL16177-R1
Application Type Revision 1
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
koss@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 Jay 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
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
,� Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-8128 fSH-8100. IMP. NOSiIIAnch).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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
Equivalence of Product Standards
hftps://floridabuilding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj Dbm BI PjuPdYuGeM 3yYul882`/`2bJrew%3d%3d 112
7/5/2015 Florida Building Code Online
Certified By
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
EFL
mary of Products
# Model,Number or Name Description
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 FL16177 R1 II CWS-812B (SH-8100. IMP. NoSillAnch).Ddf
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. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 RI AE EvalReo CWS-8128 (SH-8100. IMP,
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
0
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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
mail to this entity.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 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 dick here.
Product Approval Accepts:
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sccuritvmi''1 i,tt\\qg
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGE\IXQwtDgvyf4ngAXhI Oy8Qtj Dbm BI Pj uPdYuGeM 3yYul882%2bJrew%3d%3d 2/2
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 7/8"x 61 3/4"unit size,
+/-70 PSF, no anchors in sill
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 5'h
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-210-3815-1A, -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, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-81213, signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-81213.
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 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`h 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.
��,ttytiia�errjf��
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* ;* 4/18/2015
Lucas A. Turner, P.E.
1:-P 8TATE GF =• FL PE#58201
. a
rfs ff0NA'1 ��,�
GENERAL NOTES: avmm
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
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
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X".
178' AX.UNTWIDTH 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 N N
INFILTRATION TEST PRESSURE AND GLASS TABLES T
-- -- - ASTM E-1300-04. o
_ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
63' 1
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS. U)
HEIGHTO U N Z
B I B 26 13/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m b 0
GLOSS NOT REQUIRED. c `,' U)
N W Z W
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ O ¢
61 314" 1 1 USED AT FIXED MEETING RAIL AND JAMB, o
MAX. W LL
cr
UNIT
HE 8.SERIES/MODEL DESIGNATION SH-8100. < o v
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: :D ¢ o
X=OPERABLE SASH,O=FIXED SASH
I I m ¢ O
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
MAX. 26 718" LOCATION. tN�
SASH I GLASS �%%���1.iQRESi,uiy"it
HEIGHT X I DLO 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4'FROM BOTH ENDS. ",?4r,P�G£NS•TGQ'��
I I I C +JU•• No 58201 •'��
4"4
- -- - I 6 : STATE OF :�=
,:
5 A i����&/0
45,,,B"
GLASS DLO
48 3/8" 4/11/2015
MAX.SASH WIDTH
_ LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG fI: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
u2 N
c
co
o O
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ~Q }
w m m
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U)
v Z
7/16'AIRSPACE 7/16"AIRSPACE m o O
Q N (n
5/16'LAMINATED GLASS 5116"LAMINATED GLASS
w O W
1/8"ANNEALED 1/8"ANNEALED m mw x m
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT O D_
W Z Q
1/8'ANNEALED 1/8"ANNEALED o 00 U)
DURASEAL BY TRUSEAL DURASEAL BY TRUSEALir
47 PURFECT GLAZE'H"OR SIKAFLEX 552 47 PURFECT GLAZE"H'OR SIKAFLEX 552 m Q O
`'�11UUEIj,
14 1/2'GLASS BITE 74 + = 1/2'GLASS BITE �� P`1yDRE.
48 48
I yl .'j
-.1.1No 58201 "
71 12 e 0 iO•� STATE OF
Y;0NA
SASH LITE 4/11/2015
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
DRAWN BY: DATE:
BAT 06/18/12
DWG 4: REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR
WINDOW SY5TEM9S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 3 7 53 1 38 13 3 3 4 45
8100 PVC
D D ® 41 SINGLE HUNG
IMPACT
0
45
a 2
1 0
F-
<O
14 j 32 ¢ >-
3 14 54 14 65 66 63 19 4 w m m
SECTION B-B U)
UN
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, mLL o �_
RIGHT SIDE SHOWS SASH SECTION VIEW. < m
N O Z
w
W ¢ O Cc
a a
14 39 w z D=
U
40 a w W
8
2 8 ❑ ir ❑
1 -OINTERIOR m ¢ O
9
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14
65
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62 g z
3 23 4/11/2015
6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
0
PH.941-380-1574
D SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER �v��
ITEM PART$1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION iom. (/�
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8 L�`(`�LI�1j
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16 WINDOW SYSTEMSVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl --23116' 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/FI PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
g^ y 3 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16- 1 518" 1 518"
9 H-1497 Reint.Sash Meet.Rail Keymark Alum 1/16" I 1/16" 81.00 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L 1116" CORNALL WELD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl ( 1:8 SIDES) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
14 S-6064 Glz.Ed.,7/8" Mikron Vinyl
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl u
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2' tO Ii
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 0 0 0
1 3116"
23 H-1699 Reinforcement,SBR Keymark Alum 7/8"
24 P-2190 Balance BSI 9/16 1 71
25 P-3059 Sash Cam,PVC BSI Plastic �) w m m
26 P-3046 Take Out Clip BSI SS u -�Llnl,--`1( 1 5/8' 2 V8" 1116 FIXED MEETING RAIL U7
1/16 SCREWED TOGETHER WITH c) Z
27 P-3763 Lock,Impact,PVC Interlock 1!16" OUTERFRAME m O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1E1:8 v W
30 P-3215 Weep Cover w/Flap Gaer Plastic REINF,IMPACT HOOK-1112 Z w
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ O Ir
37 P-4638 #8 x 2-1/2 PH Mod,Truss,Type A,TEK 2 Fastenal Steel o c(7 n-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9116' W z U
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112• 1 1/s" 1118
o p m
5/16'
40 P-3342#8 x Sal r, w/#6 Head,TEK,Wht. Hub City Steel 0 2 ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 716"
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16- I 045" 1/16, m ¢ O
1/16• }__
47 P-3438 Sikatex 552 or Purfect Glaze"H" Sika/Henkel �rrlurrfr
48 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
51 P�3881 Temporary Lbl. NFRC/DP
52 P-3613 CWS Lbl.(logo) Pro Label 58" JG= F mac^
53 Sash SEE SHEET GLASS 314" 314' tla' No 58201 P
316'
54 Fixed SEE SHEET 2 GLASS 1 3 56 P-3281 Spacer Duraseal 135/1 s" 97rr
Z G= 441 Z
62 P-3218 Screen Frame,Horiz. Allmetal Alum �1ng• �_ 1/16 O:. STATE OF :4u
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ,���FSF=O R 1 O
REINF.S.B.R.IS.S.R.-1498
64 P-3321 Screen Frame Corner Key Allmetal Plastic "; '?/ONA14 �``�`
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl zr�
67 P-3029 Screen Pull Tab Summit Alum
4/11/2015
68 P-3033 Screen Spring,SS Fl.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" FL PE#58201
72 S-6063Cover,Fixed Rail Mikron Vinyl p 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1�511 1/2 SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6" 3/16"
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 3"� BOM AND EXTRUSIONS
7/{ " r� 0
7 SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
5-1577 DWG#: REV:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4OF6
6'MAX.(TYP.) 17•MAX.O.C.(TY .) WINDOW SYSTEMS
1900 SW4TH AVE.
6"MAX.(TYP.) OCALA FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
I I 8100 PVC
101/2"
MAX.O.C. SINGLE HUNG
(TYP.)L IMPACT O INSTALLATION
ANCHOR(TYP.)
N N
I
•- W
1 I o F-
o
--- LMTG RNL Q }
W m 0]
4"(TYP.) I I cf)
I I LL N 0
O
Q N (n
O
NM10Z W
.0 w ¢ p
.O.C.
I-
(TYP.) o c7 a
Z U
p OV (n W
¢ ❑
4-(TYP.) -- -- -- m Q O
Z
4"(TVP.) NO ANCHORS REQUIRED IN SILL
40' 1, REW ATG
ANCHORLAYOUT-(FLANGE) GP;•��GENSF..Q�
Z—: No 59201 ��
NOTES: 3 Off• STATE OF :�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 'SFS O
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 il"lallm0" %%
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,S E T 4/11/2015
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
DWG a: Rev.:
CWS-812 B
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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE STEMS
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1BY OTHERS 1900 SW 44TH AVE.
114"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.0 W S.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BY NSTALLER NSIDE AND OUT SEE TABLE 1 INSTALLATIONSINGLE HUNG
SEALANT BEHIND O SEE TABLEANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM I
l2 N
O c7 m W
O Q
O � O
PERIMETER SEALANT Y r
BYINSTALLER ¢ T
INSTALLATION ANCHOR INSIDE AND OUT W m m
SEE TABLE 1 SEALANT BEHIND U)
FLANGE BY INSTALLER L) O
LL p
v al �
CONTINUOUS DOUBLE 3/16"BEADS OF /B� HORIZONTAL SECTION $ o Z >
6 TYPICAL JAMB ANCHORAGE WLIJ
TREMGLAZE U1600 SEALANT AROUND w ¢ 0 Ir
PERIMETER AT ALL INDICATED POINTS a :3 p
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
U
114"MAX SHIM p U
SEALANT BEHIND ¢ Lu
Lu
FLANGE BY INSTALLER
m ¢ O
z
BYRNSTALIMETEREREA�M SEE TABLEDMENT `���`tP�40RE4,tlgvsorj"T�,��^
INSIDE AND OUT
GEN
Jt No 58201 :�-P
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. -
\ SEE TABLE 1
�A 1 VERTICAL SECTIONS Off. STATE �
OF ': �
6 TYPICAL SILL ANCHORAGE ���•... O R
s'ONA��".0�`,
a
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE
( BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" INSIDE AND OUT 2" PH.941.380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 HORIZONTAL SECTION
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
3116"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8'
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 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 BAT 06/18/12
(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 a: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1.2 6OF6
7/4/2015 Florida Building Code Online
mm
77
t 5
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lorlda� rmnen-q BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links ; Search '
Business/
Professibrial �R Oil USER:Public
USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
( .7 FL# FL5823-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments 04/16/2015
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 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 Jay 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
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
Validation Checklist- Hardcopy Received
Certificate of Independence FL5823 R6 COI EvalReo CWS-155C(SH-8100. Impact).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-05 2005
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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6bk2yOlx4Mpgp/`3d 1/3
7/4/2015 Florida Building Code Online
Equivalence of Product Standards
Certified By
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 06/23/2015
SI m ar
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 R6 II CWS-155C(SH-8100, Imoact).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: Large Missile,see installation dwgs. for Max. size FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf
and DP. Outer lite in I.G. must be safety glazed when used FL5823 R6 AE EvalReo CWS-155C(SH-8100. Imoact).Ddf
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
5823.2 SH-8100 Cont. Hd. &SillSH 8100 Cont. Hd. &Sill (double Single Hung), Impact, 74
1/8"x 63".
Limits of Use Installation Instructions i
Approved for use in HVHZ:Yes FL5823 R6 II CWS-440B (SH-8100. IMP, 74x63.
Approved for use outside HVHZ:Yes CONTHDSL).odf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. Evaluation Reports
must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf
complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-440B(SH-8100, IMP, 74x63,
CONTHDSL):odf
FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
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 R6 II CWS-491B (SH-8100. IMP. 74x72.
Approved for use outside HVHZ:Yes CONTHDSL).odf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes
Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8"x Evaluation Reports
72". Outer lite in I.G. must be safety glazed when used above FL5823 R6 AE DuPont PVB NOA 13-0129 27.1)df
30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-491B(SH-8100, IMP. 74x72,
CONTHDSL).Ddf
FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
5823.4 SH 8160 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 R6 II CWS-291C(SH-8100. IMP. 52x96).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes I
Design Pressure: +67.5/-67.5 Evaluation Reports I
Other: Large Missile, 52"x 96"w/5 HI sash, +/-67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf
Outer lite in I.G. must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.0f
ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-295C(SH-8100, IMP.
52x96).odf
FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
0 0
hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvM dF6zR4i H LrSi EW2m 3mv6bk2yOlx4M pg%3d 2/3
7/4/2015 Florida Building Code Online
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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 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 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:
W]Fa-iReaecV.
https://floridabuilding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6bk2yOlx4Mpgp/o3d 3/3
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155C
April 18, 2015
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'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 5`h
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-155C,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3668-1,-1A, -2, -2A, 3669-1, -IA, -2, and-2A, by National Certified
Testing Laboratories,Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing
performed: TAS 201,202,203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005
4) Supplemental Calcs.to support CWS-155C, signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-155C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes,design pressures,and with max. glass DLO heights as
shown in CWS-155C
• 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 (I/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27'
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02'
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 5t'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.
"'Itliuttrtl
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4v . No 582€11 �P z
* * * - 4/18/2015
M
cr= Lucas A. Turner' P.E.
:'p' •
STATE �F �
_ FL PE#58201
:0,�• fit:
,u
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: lam.(S(/�,�
ogo
(SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
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
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100 PVC
53 1/8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:`O/X". SINGLE HUNG
48 5/16' 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO 36' GLASS TABLES ASTM E-1300-04.
UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u� m
INFILTRATION TEST PRESSURE AND GLASS TABLES o
1 1 /1 o 0 o Fw-
77 1/a'• GLASS DLO ASTM E-1300-04.
MAX I I o o 0
- OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
FLANGE __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR I j w j:
I _j F
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w I- Q m
O 15116"
63 11a• -- -I- ANCHOR CALCULATIONS.
GLASS OVERALL I I I 0 0 0 Z
m m w O
76„ I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY o o 0
MAX, I I HEIGHT O 2Z LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL N N LL Z >
UNIT B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO m m 0 w
HEIGHT Of
6?" DLO HURRICANE WINDS AND FLYING DEBRIS. w w a F:
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w
B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB, o O Q U
U
37 5116' I I 6 I 8.SERIES/MODEL DESIGNATION SH-8100. WD WD n 0
MAX. C
SASH I 6 GLASS 30 5/l6• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: U m Q Z
HEIGHT X D DLO MAX �( X=OPERABLE SASH,0=FIXED SASH
SASH6 HEIGHT I '` I GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `�.�`��pt�nRE 4N
4 i I I I DLO LOCATION. ;JUQ`?.��GE/75
C
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. Z— No 58201 :P
t*-
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". a: 42
g �9 STATE OF :k/Z
46318" 'i 0'(�•'•'o• Cq.•�'`� .
GLASS DLO GLASS DLO
4911 n 6" 31 5/16"
MAX SASH WIDTH MAX SASH WIDTH
4/9/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE G IMPACT RATING ELEVATIONS
TABLE OF CONTENTS
+/-65 PSF - DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76° ADE 06/10/08
GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 C
EXTRUSIONS&B.O.M.........................4 NO -
ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5 /-75 PSF 1:1 1 OF 6
718"OVERALL INSULATED GLASS 718°OVERALL INSULATED GLASS ��(y(y�(y({// •
1/8"ANNEALED 1/8°ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
WWW.CWS.CC
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS
1/8"ANNEALED 1/8"ANNEALED 8100 PVC
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8"ANNEALED 118"ANNEALED IMPACT
OURASEAL BY TRUSEAL r DURASEAL BY TRUSEAL
18 PURFECT GLAZE"HOR SIKAFLEX 552 18 PURFECT GLAZE"H'OR SIKAFLEX 552 o
O O w
7 ¢
k
1 112"GLASS BITE -' 'I 1/2"GLASS BITE o .- o 0
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GLASS TYPE A SASH LITE
FIXED LITE U m ¢ O
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718"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS
Fi
118"TEMPERED 118"TEMPERED 5••
7116"AIRSPACE 7116"AIRSPACE :�;• Na 58201
5116'LAMINATED GLASS 5/16"LAMINATED GLASS
118"ANNEALED 1/8'ANNEALED %0 STATE OF :4W-
T•.FL P.'Z
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT ��i�S R
118"ANNEALED 1/8"ANNEALED 18111141%,
c
DURASEALBYTRUSEAL DURASEAL BY TRUSEAL Z
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 41912015
LUCAS A.TURNER,P.E.
1 1/2'GLASS BITE _ 1/2'GLASS BITE FL PE#58201
1239 JABARA AVE.
38 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4 0 GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B CWS-155 C
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE
1:1 2 OF 6
INTERIOR ���
WINDOW SYSTEMS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
o
WWW.CWS.CC
41
41 ' 8100 PVC
1 0 SINGLE HUNG
IMPACT
46
0
21 N m W
O O O F-
zo 1z 20 26 0 0 0
SECTION VIEW B-B w o }
W - a In
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, U)
RIGHT SIDE SHOWS SASH SECTION VIEW. m m z
LL LL
30 a o
12 c� N W Z W
W W W c-
38 a. a a. F-
J 1
31 29 o w w af
U
5 o 0 o w
- INTERIOR > > j
a � ❑
32 6 Uall ma 0
48 ��``�{yD RE lq���'4
19 �.� P,•......., Tli4,�
No 58201 ':-p
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12 _ T•. A.
14
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og 4S N..i..
25 I 15 Z�
0 4/9/2015
LUCAS A.TURNER,P.E.
40 16 FL PE#58201
o __ O O 1239 JABARA AVE.
2 NORTH PORT,FL 34288
PH.941-380-1574
41
SHEET DESCRIPTION:
SECTION VIEW C-C
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE:
FOR UNITS 36"x 62"AND UNDER.
ADE 06!10/08
DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-155 C
22,27-28,33-37,43-45 SCALE: SHEET
12 30F6
PARTS LIST FRAME CORNER � �
ITEM RT
PA " DESCRIPTION MATERIAL VENDOR 3118' - CONSTRUCTION ibm'V�/G
1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON { Lp( -1
WINDOW SYSTEMS
2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON 1 15/1s^—{
2 3/1
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 1 I F-- 6' OCA A,FLORIDA 34474
44TH AVE.
4 1 H-1836 jAlum.Fixed Meet.Rail ALUMINUM KEYMARK 2 WWW.
6 WW.CWS.CC
5 5-6063 Fixed Rail Cover PVC MIKRON 3 8
6 1 H-6027 ISash Top Rail PVC MIKRON 211/16" 1518, Q 1 5/8"
7 1 H-1497 I Reinforcement for STR ALUMINUM KEYMARK O CORNER WELD
1116" 1116, 111s 8100 PVC
8 H-6028 Sash Bottom Rail PVC MIKRON
(ALL SIDES) SINGLE HUNG
9 1 H-1699 I Reinforcement for SBR ALUMINUM KEYMARK 1:8
10 H-6004 Sash Side Rail PVC MIKRON IMPACT
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH 70P RAIL-6027
12 S-6064 Glazing Bead PVC MIKRON o
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN o o o Lij
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL I FASTENAL 3118' 2 0 o <
15 P-4632 Sweep Lock ZINC SULLIVAN
16 P4633 Barrel Fastener STEEL FASTENAL a7 1 112" w o i
17 1 IBlock&Tackle Balance STEEL CALDWELL 1 3/16• w I- ¢ m
[23
Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA FIXED MEETING RAIL u)
Sash SEE SHEET2 GLASS CARDINAL 10 ,4 SCRE OU T RFRA ER WITH O O O ZO
OUTERFRAME m m �
Fixed SEE SHEET2 GLASS CARDINAL 1/16' 1:8 0 m
3 9116" 1 LH
2 tl8' 1116'
P-3429 Wslp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB p N N m z W
PA638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL 1/16" w w w O af
#10 x 1 112"Panhead SMS STEEL FASTENAL o o Flat Washer STEEL FASTENAL w w w of
56014 Screen Catch PVC MIKRON PVC SASH SIDE RAIL-60oa FIXED RAIL-1836 0 0 0 rn 5-6013 Screen Support PVC MIKRON > > > o
PVC FRAME FIN-6048
27 P4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL
U m ¢ O
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL Z
29 P-3783 Impact,
Lock STEEL INTERLOCK
30 P4069 Impact,Keeper STEEL INTERLOCK t 5116" 9/16" �.`` P�OREIi,"o,
31 P4264 #8 x 3/4 FH PH w/#fi Head,TEK,Wht
STEEL FASTENAL1/e' S'
32 P-3218 Screen Frame ALUMINUM ACEMETAE
33 P-3321 Screen Comer Key PLASTIC M&M 718" 6 1 5116" 5 v: No 50^201 :7�
34 P-3228 Screen Spline RUBBER DAPA L
35 P-3581 Screen Cloth VINYL WIER 1116 L
1116
36 P-3033 ScreenSpringSTEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ��•• STATE OF :lUti
37 P-3029 Screen Pull Tab STEEL HURLEY PVC SASH S70P-6025 ±%O� ct O R 1
38 P-3352 Set.Bilk.1/8"x 5/8"x 2" RUBBER FRANK LOWE
39 P-3768 #8 x 518 Phil Pan Zinc ZINC FASTENAL , �NA�
40 P4479 Weepcover PLASTIC I M&M
41 P-3113 Screw Support RUBBER TEAM 3/4- 3/4, 5/8" 1/4-1F-
42 P-6025 Sash Stop PVC MIKRON 3/16 9 I t4 4/9/2015
Clip T L 7 LUCAS A.TURNER,P.E.
43 P-3059 Sash Cam PLASTIC M&M 11 15/16' 1' 7/8'
44 P-3295 Take Out STEEL SUMMIT 1116• 1/16• FL PE#58201
1l16 }— 1239 JABARA AVE.
45 P-3342 Seam Sealer SILICONE SCHNEE REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-606,4 NORTH PORT,FL 34288
46 P-3752 Hole Plug PLASTIC M&M REINF.S.B.R./S.S.R.-1498
PH.941-380-1574
47 H 6048 Frame Head,FIN,Single Hung PVC MIKRON
48 1 P4959 jWstp.,0.420 x 0.187 back NYLON I ULTRAFAB SHEET DESCRIPTION:
BOM AND EXTRUSIONS
vz
3116" DRAWN BY: DATE:
ri 3- ADE 06/10/08
O
i 41
DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE' SHEET
12 4OF6
15'MAX.O.C.(TYP.)
4"MAX.(TYP. 8'MAX.O.C.(TYP.)
6"MAX(TYP.) OCA A, LTH AVE.
6'MAX.(TYP.) 4'MAX(TYP.) WWW.CWSCCA34474
4°MAX.(TYP.) 8"MAX.O.0 P.)
ANCHOR AT SPAN(TYP.) 4'MAX(TYP.)6"MAX.(TYP.)
6"MAX.(TYP.) 8100 PVC
I --
2- SINGLE HUNG
8"
MAX.O.C.
14"MA O (TYP) O IMPACT
MAX.O.C.
(TYP.)
1013/16" I O I MAX.O-C. I O I r - o ..
L . .._� I MAX.O.C. (TYP.) o o r H
"� MTG RAIL I (TYP.) O O D
4"(TYP.) 1 T� MTG RAIL
w ~ Q m
4"(TYP.)
J X X 4"(TY P.)J I I I I
I I X I I X I LL LL W LD
Q I I A A a o V (A
[IJ] LTJ, N N �LL Z w
O D_
-- -- W W w F
a a a o
❑ ❑ ❑ —
w w w �
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) CHOR LAYOUT- FLANGE ANCHOR LAYOUT-(FIN) a a
SIZES OVER 36'x 62° SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62'AND UNDER a a a w
> > a D
U m Q
oz-P)SOREty
v: No 58201
a�
NOTES: % STATE OF :4l
/
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. %cr O R 1b.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 0SSj�NA;E?�1��
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. I
,z:z—
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE T BL 1 SHE T . 4/9/2015
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 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV.:
CWS-155 C
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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:25
SOF6
MIN.EMBEDMENT -L/A/d
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE �(St1lw(((YYY uu v Ir\j��/�I
BY OTHERS WINDOW SYSTEMS
10
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
114'MAX.SHIM SEE TABLE 1 WW W.CWCC FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8100 PVC
BYINSNSIDEINSTAND OUT SEE TABLALLER E ON ANCHOR SINGLE HUNG
SEALANT BEHIND SEE TABLE 1 MIN.EMS I MENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
� o
aPERIMETER SEALANT o 0 o H
PERIMETER SEALANT BYINSTALLER o o O
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHO g w p }
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W F- Q [O
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER U v p Z
�� HORIZONTAL SECTION m mLL w O_
�g1 HORIZONTAL SECTION / C 1 co o U
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATIO N N m Z
w w w 0
a a a a
0 0 0 —
w w w cr
r
U
1/4'MAX.SHIM as as a W
SEALANT BEHIND
FLANGE BYINSTAL LER O
U in Q O
z
BY NS APERIMETER SEMBEDMENT
REALANT SEE TABLE
INSIDE AND OUT `�Py P;G"�'n;S.TL,Q
N. 58201
SUBSTRATE BY OTHERS '*.•
SEE TABLE 1 MIN.EDGE DIST. q`
\ SEE TABLET '--9: STATE OF Z
�A l VERTICAL SECTIONO••,.�1 �•. 4u
6 TYPICAL SILL ANCHORAGE i�'n�S' -0 R 1 0'' `'
NA\-
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE PfIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"11W TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE O6/10/OS
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-155 C
1!8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6