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Opening . I Size.
'(w x H) .
1. FL16177.1 35 x 52
(SINGLE HUNG)
2. FL16177.1 - 35 x 52 /
(SINGLE HUNG) t�+1
3. FL16177.1 35 x 52 0.
(SINGLE HUNG)
Fri O
4. FL16177.1 35 x 52 ._
(SINGLE HUNG) 124
cu
5. FL13010.4. 35 x 52
(PICTURE WINDOM35 5 6 7 8 9 10 obol CL
35 Q
zs_ _6.-=FL13010.4 35 x 52
(PICTURE WINDOW) - _ - 35 _ _ _ �-
7. FL13010.4 35 x52 c4
(PICTURE WINDOW) 4 O r
-- - m
8. FL13010.4 --- - -35-z51-_ . - - - — _ - -- -- - -LIVING-- ---- - _
01
(PICTURE WINDOW) -� Q = 1
9. FL13010.4 35 x 52
(PICTURE WINDOW) H O)U
10. FL13010.4 35 x 52 3 Aft G N
(PICTURE WINDOW) a :
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2 6Mar 24,2017
PAGE DESCRIPMN:
Site Plan
PAGE: OF
1
1
PARADISEEXTERIOkS
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Property Information Building Information
Owner: JOSE&EVELYN PARSON Wind Zone: 170 MPH.
Address: 8230 CINNAMON LN Exposure Category: C
PORT ST LUCIE,FL 34952 Minimum Building Dimension: 26 ft.
Mean.Roof Height: 12 ft.
EL Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive IFMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 35 52 7 37.2 -40.4
2 Int 35 52 7 - 37,2 -40.4
-- ----------
3 Int 35 52 7 37.2 -40.4
4 End 35 52 -- 7 -- - - 37.2 -49.5
--- .....- -..-- ...... ......... . ..- ----...... - --- ..... .. ---...
5 End 35 52 7 37.2 -49.5
-....... __ _..-- --................- - --.....-- - ... - ...............--- -------
6 Int 35 52_ 7 37:2 -40.4
7 Int 35 52 7 37.2 -40.4
8 Int 35 51 7 - 37.3 -40.5
-...........-- -- -........... ...............---- --- - --- _
9 Int 35 52 7 37.2 -40.4
.....-- -- _ ..... .....---._ ......... _.._........-- _..__..._-..- ....._..- ---- ----.- - __. --
10 End 35 52 7 37:2 49.5
i
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1 f
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.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N
SIZE REQ YININA
1 Int Window 7/8"Lami FL16177.1 70 70 37.2 -40.4 52x62 35x52 No No
2 Int Window 7/8"Lami FL16177.1 70 70 37.2 -40.4 52x62 35x52 No No
3 Int window 7/8°Lami FL16177.1 70 70 37.2 -40.4 52x62 35x52 No- No _
4 End Window 7/8 Lami FL16177.1 70 70 37.2 -49.5 52x62 35x52 No No
5 End Window I"Lami IG FL13010.4 55 55 37.2 -49.5 48x72 35x52 No No
6 Int Window I"Lami IG FL13010.4 55 55 37.2 -40.4 48x72 35x52 No No
7 Int Window V Lami IG FL13010.4 55 55 37.2 -40.4 48x72 35x52 No No
8 Int Window V Lami IG FL13010.4 55 55 37.3 -40.5 48x72 35x51 No No
9 Int Window VLami,G FL13010.4 55 55 37.2 -40.4 48x72 35x52 No No
10 End Window I"Lami IG FL13010.4 55 55 37.2 -49.5 48x72 35x52 No No
I
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7/5/2015 Florida Building Code Online II,
, },°ix 1 kA�eicM
`oelda Departtmentq SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts - Publications �FBC Staff BCIS Site Map Links Search
Business( ,
Professibnal USER Pell °"a'
Reaulaiion
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16177-R1
LL Application Type Revision
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
'I
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
J' 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
v. Validation Checklist- Hardcopy
Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-812B(SH-8100. IMP NoSillAnch) Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440'OS 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
I'
Equivalence of Product Standards
https://fioridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBlPjuPdYuGeM3yYul882p/o2bJrewp/o3dp/o3d 1/2
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
ra of Products
Model,Number or Name Description
.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
....--- .............-of Use Installation Instructions
ved for use in HVHZ:Yes FL16177 Rl II CWS-812B(SH-8100. IMP. NOSillAnch) odf
ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
ct Resistant:Yes Created by Independent Third Party: Yes
n Pressure: +70/-70 Evaluation Reports
: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27 Ddf
required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReD CWS-812B (SH-8100. IMPes to ASTM E3300-04. NoSillAnch).Ddf !'
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02 Ddf
Created by Independent Third Party: Yes
i
back Nt�xY � '
r
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
I
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 click here.
Product Approval Accepts:
tLhe:Y -�..®-..
5['C'UC11\'41 t='t'iiiL"e' '
I
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I
https://fioridabuilding.org/pr/pr_app dU.aspx?param=wGE\/XQwtDgvyf4ngAXh10y8QtjDbmBl PjuPdYuGeM3yYul882g/o2bJrewg/o3d%3d 2/2
i
URNER � 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, 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 61 G20-3.005 (4). This product complies with the requirements of the 5`"
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-81213, 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
1 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`"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.
kt�k;tl{1liljj
ORE�ji
Fee
No 5801
Z�
4/18/2015
c� Lucas A. Turner, P.E.
STATE OF' •4'j FL PE 458201
a��
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• � 0 R , :T 1s
1 ;t""lONAk-
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SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 29tEMSM
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)
53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O!X'.
178- Ax.UN r WIDTH 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
--` --- "-' ---" - - - - - -- - INFILTRATION TEST PRESSURE GLASS TABLES' - --- {' � --
ASTM E-1300-04. o m w
v o
63' _ __ __ 1 _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o r o
MAX. rIN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y F
OVERALL I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOODw m m
HEIGHT FLANGE ANCHOR CALCULATIONS.
O U N Z
B I B 2613116- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE °�°
I GLASS NOT REQUIRED. v b
DLO b "' U)>
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ is O
61 MAX' I I USED AT FIXED MEETING RAIL AND JAMB. a 7 a
0
HEIGHT 8.SERIES!MODEL DESIGNATION SH-8100.UNI < o U
y
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: as ¢ o
X=OPERABLE SASH,O=FIXED SASH
m ¢ O
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX `, 26 7/8" LOCATION, a+ ��
HEIGHT X I GLASS
'%.+`+P�,OREK.
B 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4"LOCATED 4'FROM BOTH ENDS. '%Gp�. G E Iv S�GQti
I I I 'C v: No 58201 :�-P
% STATE OF 14U:
As..........
6 q�„ONp
45 1/16- z
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
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWG#: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS....................6 SCALE: SHEET
1:15 1 OF6
WIPIDOW Sl'S'TEP15
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
_ - SINGLE HUNG_
IMPACT
N
zz
co
o o
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS 2 Q }
w m m
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED cn
m N Z
7/16'AIRSPACE 7/16"AIRSPACE LL S 0
Q N
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS o (n
N o Z w
1/8'ANNEALED 1/8'ANNEALED w ¢ O Q
a � �
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONTw LL Q
1/8'ANNEALED 1/8'ANNEALED o Ov 111
�
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
4 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE'H"OR SIKAFLEX 552 m ¢ Z
14 1/2'GLASS SITE 1/2'GLASS BITE `�� PgiOREw T�FPI�,�
1a .�•GpSSB G�2
48 48
,v. No 58201
3
1 12 O 39 STATE OF10. 4ri
f�NA lo���,•
SASH LITE r
FIXED LITE 4/11/2015
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#: REV.:
CWS-812 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR
WINDOW STSTEP95
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
45 3 53 1 38 13 3 3 4 45
8100 PVC
o v SINGLE HUNG
0
IMPACT
4
o.� F
O � O
14
32 - 3 14- 54 14 65 66 63 19 4 w m m
SECTION B-B c/)
U a Z
54 NOTE:LEFT SIDE SHOWSFIXED SECTION VIEW, LL b O
RIGHT SIDE SHOWS SASH SECTION VIEW. e
rn
uJ
$ o zw
W O Q
a cD a
1439 w LL
U
40 0 0 1n
6 w
7 j 2 O
1 - INTERIOR 00 ¢ z
9
VP:�� 3F:P2L
v:• No 56201 '�71
k• k .k_
14 59 39•' STATE OF 'kIF
65 10 I��OCnS..�0 R..........
��
66
6 3
3 4/11/2015
18 6 LUCAS A.TURNER,P.E.
2 4
FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
O
PH.941-380-1574
0 SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWO 8: 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
12 3OF6
PARTS LIST FRAME CORNER QgtMEMSM
REM PARI# DESCRIPTION VENDOR MATERIAL 31/8' CONSTRUCTION1 H-6031 Main Fr.,SH,wlFlg.,PVC,Head Mikron Vinyl2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16.—I
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 �--2 311 s' 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl a I T OCALA,FLORIDA 34474
FF I 8 WWW:CWS.CC
02
6 S-1577 Impact Hook Keymark Alum 4 10
9 H1497 Re nf.Sash Mek
et.Rail Keyl,PVC amrk Alum 211/t6' 1 5/8' 1 5/8'
1/16'
O Lq 1l16' 1/16" CORNER WELD 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl (ALL SIDES) SINGLE HUNG
12" H-6004 Sash Side/Top/Bot.Rail Mikron -Vinyl 1:8 -
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.Bd.,7/8" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl - - 3 -
Lu
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 311x'—I�I t 1/2 3 o ¢
23 H-1699 Reinforcement,SBR Keymark Alum 7/6 o o
24 P-2190 Balance BSI
25 P,3059 Sash Cam,PVC BSI Plastic 3 w m m
26 P-3046 Take Outt Clip BSI SS U - O 1 5!8" 2 1/8' 1/16° FIXED MEETING RAIL m rn
1116 I-P-1 1SCREWED TOGETHER WITH v z
27 P783 Lock,Impact,PVC Interlock N
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1116' OUTER8RAME v N O
REINF.,IMPACT HOOK-1112 m
30 P-3215 Weep Cover w/Flap Gaer Plastic $ o Z J� >
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836w ¢ O W
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o d
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5!ts g/16• W z it
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel /s"y o o
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 2 5/16 I j ¢ p
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5x16" 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16" I Oa5' 1/16 m ¢ O
47 P-3438 Sikaflex 552 or Pudect Glaze"H^ Sika/Henkel 1/16 }_
48 P-3352 Set.Blk.,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 Lal.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 314" 3 a^
53 Sash SEE SHEET GLASS 14 No 58201
311 s^ I
54 Fixed SEE SHEET2 GLASS
56 P-3281 Spacer Duraseal 1a 15/16' I�1 1/16• t` 9 7/8^
I� L
Y1116" j_ :9 STATE OF
62 P-3218 Screen Frame, oriz. meta um 1116• Off••� �: .41
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 _04c, 0 R I'D64 P-3321 Screen •'•Ca�
65 P-3581 Screen Clothe 8omer Key x 16 Fiberglass elt eerwe Fiberglass stic 0�,sNA„ +��`
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl �r1
67 P-3029 Screen Pull Tab Summit Alum 1
68 P-3033 Screen Spring,SS FI.Screen SS 4/11/2015
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum q 3/16- FL PE#58201
72 56063 Cover,Fixed Rail Mikron Vinyl O
1239 JABARA AVE.
73 5-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1!2",Pan Head,TEK FaSienal Steel
PH.941-380-1574
1 5/16' 1/2 SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3/16'
5,7,11,MSN T USED:
29,31,33-36,41-43,46,49-50,55,57-61,69 + 6 F' 3"—�1 BOM AND EXTRUSIONS
7/6` vts• C7 a
DRAWN BY: DATE:
SCREW SUPPORT-3113
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 4OF6
Wt�S N�CWU EP1S
6"MAX.(TYP.) »—� 17"MAX.O.C. .) 1900 SW 44TH AVE.
OCALAI�
6"MAX.(TYP.) ( ( ( WWW. FLORIDA 34474
WWW. FLORIDA
1 1 SEE NOTE 2 8100 PVC
101/2*MAX __ SINGLE HUNG
IMPACT O.C.o. . _ — - -
a = - IMPACT"
(TYP
INSTALLATION
ANCHOR(TYP.)
-J!�2 1�2
Lu
_ ...
_ Y
UJ < 03
1 m N O
V N fh
m
X a W a w
UJ cr
MAX.O.C. a•
(TYP-) w a tL
i 1 ¢ O
1 1 ❑ U tU
=3 ¢ ❑
Q 0
4"(TYR} - Tr-
4"(TYP.) NO ANCHORS REQUIRED IN SILL
i
ANCHOR LAYOUT-(FLANGE) y V No 58201 Z
STATE OF ",�`
NOTES: �,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,NO ANCHORS REQUIRED IN SILL- +'�f�
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 fr'�rSst�NA�ipy`,�a
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,S E T 4111/2015
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION.
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 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 DRawN 8A DATE:
T 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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
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: s ALE: SHEET
FMAtAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAtAAMAANDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WIPdDOdV SYSTEPIS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS1900 SW 44TH AVE.
SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BYOTHERS
EE TABLE 1 7 WWW'CWS.CC
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BYINSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT _ _ _ _ _ _ SINGLE HUNG
- INSTALLATION ANCHOR-
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
cm
cn m w
o � Q
o � �
PERIMETER SEALANT
BYINSTALLER <
INSTALLATION ANCHOR INS DE AND OUT w m m
SEE TABLE 1 SEALANT BEHIND 07
FLANGE BY INSTALLER LL N ZO
0
�� NLn
CONTINUOUS DOUBLE 3/16"BEADS OF / c HORIZONTAL SECTION o m
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE N w Z w
PERIMETER AT ALL INDICATED POINTS w Q O �
BETWEEN FRAME AND BUCK BY INSTALLER. a_ (_77 a
LLCC
r Z r)
1/4'MAX.SHIM o 0
SEALANT BEHIND
FLANGE BY INSTALLER
di m ¢ O
Z".
PERIMETER SEALANTMINALLER .EMBEDMENT tirlirrrr
BY TAND OUT SEE TABLE 1 ,��c�P...REW
INSM .
SUBSTRATE BY OTHERS ��CNo F8201 :A r
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 =-o-
VERTICAL
-0-
VERTICAL SECTION •U
29; STATE OF lU
; �
6 TYPICAL SILL ANCHORAGE ��T"••�C
,6"• OR1
s FfONA`�G Ca`,
4/11/2
TABLE 1:APPROVED INSTALLATION FASTENERS/ LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITWTAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2' INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C1 HORIZONTAL SECTION
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
2X MIN.SOUTHERN PINE(G=0.55)
OR ELCO ULTRACON 1-3/8" 7/8" 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 KW IK-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.
1/8"ALUM (6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 B
7/16• -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 6 OF 6
7/4/2015 Florida Building Code Online
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Florida Department! BCIS Home Log In ✓ user Registration Hot Topics Submit Surcharge Stats&Facts _ Publications i'FBC Staff BCIS Site Map Links Search
I
Busines �
'i Product Approval
Professibna l USER:Public User
Regulation
11Product Aooroval Menu>Product or Application Search>Application List>Application Detail
[67,
FL# FL13010-R3
Application Type Revision
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
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
i
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 Fxed
i
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 FL13010 R3 COI EvalRen CWS-373B(PW-8300. 120x48 IMP) Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
https://floridabuilding.org/pr/pr app dM.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOMLf2Ap/o3d%3d 1/3
7/4/2015 Florida Building Cade Online
Equivalence of Product Standards
Certified By „
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
.._..........
- ---- ---; -
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, 36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150. 3602. IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +75/-75 Evaluation Reports '
Other: PW-8150, 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338 (PW-8150 36x72.
Glass complies to ASTM E1300-04. IMP),r)df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02 odf
Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fn Fized Window, Continuous Head&Sill.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150. CONTHDSL IMP) odf
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"x FL13010 R3 AE DuPont PVB NOA 13-0129 27 odf
72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalReo CWS-5108(PW-8150. CONTHDSL.
Glass complies to ASTM E1300-04. IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02 odf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-37'3B(PW=8300. 120x48 IMP) 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: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf
Impact. Glass complies to ASTM E3300-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48
IMP),r)df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02 odf
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW=8300. 72x76 IMP) )df
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 Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27 odf
Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02 odf
ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EyalReD CWS-159D(PW-8300. 72x76
IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02 odf
Created by Independent Third Party: Yes
? i
I
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
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7/4/2015 Florida Building Code Online
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 850.487.1395.-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:
El rf;Q Z--
sccurity+a;i mcs—
i
�I
haps://fioridabuildirig.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsO6ALf2A%3d%3d 3/3
I
URNER 1239.Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. rFBPE C.O.A. #29779
EYaluation Report 159D
April 18,2015
roduct Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
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 5`h
Edition(2014)Florida Building Code including the HVHZ. 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-1591), signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3954-01 and-lA, and NCTL-210-3955-01 and-'IA,from National
Certified Testing Laboratories, Orlando,FL, with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM El 886-05,ASTM El 996-05/09 and TAS 201,;202,203 1994(TAS
reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, RE;)
4) Supplemental Calculations to support CWS-159D, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-1591).
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72" unit size at design.pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HV14Z or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159D
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-1591),with Dupont SentryGlas Interl4yer per Miami-Dade
NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13-
0129.276 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
1 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`h Ed. (2014)Florida Building Code for use in this
product.
Certifica ion o ndependence: 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.
��tillilttfl��t
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N. 5B:201
•
4/18/2015
%�0'. STATE OF :4 'Lucas A. Turner P.E.
Q1 :�� FL PE 958201
+r�r�
WINDOW SYSTEMS
1900 44TH AVE.
----.�` OCALA,FLORIDA 34474
www.cws.cc
1
8300 PVC
-PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
ina � m
FULL CIRCLE m N o o IW
TOMBSTONE o 0 0
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gTLE._�QZ.��
TRAPEZOID �v No 56201
STATE OF :luW d
NOTES: �'hiS',0NA''�
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. ` 4/11/2015
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
\ 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.
NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
1/4 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 2 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
- 8300 PVC
PICTURE WINDOW
IMPACT
amrotiiL
N O O H
h a - Q
O O ❑
LL Y W W
1"OVERALL 1"OVERALL F W Q Q m
3/16"ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED m F m Z
1/2'AIRSPACE 3/8'AIRSPACELn
o o LL
5/16"LAMINATEDit •o`+ w Z
7116'LAMI GLASS w Z W
1/8'ANNEALED a w a wa a
3/16'HEAT STRENGTH o ¢ o
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER F
1l8'ANNEALED a a a a uJ
rn
3/16'HEAT STRENGTH a.
FiF
❑ U m Q O
x 6 PURFECT GLAZE"H" 6 PURFECT GLAZE"H" —LL Z
x SIKAFLEX552 SIKAFLEX552 ij��t11n111111
_ a ❑ DREw T4,
10 1/2"GLASS BITE ' 1/2"GLASS BITE �`Qom;%�G C N$•'•G�
10 F •.Zcf
7 7 v: No 58201
-Owl,� '0. STATE OF :4c/
s
S1ONA1110%����
GLASS TYPE A GLASS TYPE B ;4Z
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
�+ �I
GLAZING DETAILS
GLASS MAX SIZE DRAWN BY: DATE:
ADE 05/05/07
DP+/-55 A 48 X 72 DWG#; REV.:
CWS-159 D
SCALE: SHEET
1:1 3 OF 8
uZoso
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
7 8
8300 PVC
_6 9 9 B PICTURE WINDOW
IMPACT
7
7
O Oi (O tz W
10 ❑ ❑ m c� o o F
IW- W Q
LL Y W W
11 Q m
8 9 2 O fA
SECTION VIEW B-B m m Z
10 11 11 10 v LL LL 0
.. w u w Z
a a a a a
W O W
Oa a0 a0
O U [D Q O
Z
RE41
ENgG�'L•�
v: No 58201
Z,t; * ;*►
11 e 9 :O• STATE OF
10
L-
5 4/1112015
u U LUCAS A..TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
7 8 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME DRAWN BY: DATE:
ADE 05/05/07
DWG#:
CWS-159 D
SCALE: SHEET
1:1.33 40F8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL WINDOW SYSTEMS
1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
OCALA2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW. wS.CcFLORIDA34474
www.cws.cc
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC `
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNERWELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER
8 PURFECTGLAZE_"H", SIKAFLEX552 - HENKEL/_SIKA SILICONE;
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE N o o
10 S-6064 IGLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC '
o 0 0
11 GLASS SEE SHEET 3 w 2 o o
I,
w ¢ ¢ m
z o U)
U g U Z
3 118" 3 1l8' m a m U O
x w Z w
w U W Z
IL w a w a
1 2 3 4 5 O w W w U
a. ao Q. ao
w
21116" 1116" 1116" > w
> Q. >
Q O D U m Q Z
2 718" .IdO RE W
No 58201 -A
PVC FRAME FLANGE-H-6006B
0: STATE OF :4u
PVC FRAME FIN-H-6006A ,,/ZtlS'OA�`?0,,
I 1,4" z�
4/11/2015
LUCAS A.TURNER,P.E.
1!2" 3" FL PE#58201
7/8" 10 1 1239 NORTH
JABPORT,
FIL 34
3/16" 8 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 5 OF 8
14•MAX.O.C.(TYP.) QStEMSM
4•MAX.( P.) 8"MAX.O.C.(TYP.)
6'MAX.(TYP.) SEE NOTE 2 4"MAX(�, ) S NOTE 2 1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-------- ------ WWW.CWS.CC
I I I I
I I I 8300 PVC
I I 8• I I PICTURE WINDOW
- - I - MAX O.C. - -
INSTALLATION (TYP.) I I INSTALLATION IMPACT
14• � I ANCHOR(TYP.) I I
ANCHOR(TYP.)
MAX O.C.
o
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——————_——— Qp ao 0 ao m
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUTIFIN) ❑ U m ¢ O.
DP+/-55 PSF DP+!-55 PSF Z
v. No 58201
NOTES: •
:9 STATE OF :U
1vZ
�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.AD BEARING SHIMS '�icS t R 1.
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. LOSHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. '7
r
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
4. I SALLA 10 A CHOUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FLPE LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENNTT REACTION. #
123939 JABARA RA AVE.A
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 8. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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:
ADE 05/05/07
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. DWG u: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: -S �E: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAfWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8
MIN.EMBEDMENT QStEMSffl
SEE TABLE 1 SUBSTRATETYPICAL HEAD ANCHORAGE BY OTHERS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS
MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE 1 114'MAX.SHIM WWW.CWS.CC
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 SEE INSTALLATION ANCHOR
BY INSTALLER - - - PICTURE WINDOW
INSIDE AND OUT MIN.EMBEDMENT
SEALANT BEHIND C= n O SEE TA , PACT
u BLE M
FLANGE BY INSTALLER - _ _ - 114'-MAX.SHIM o --
PERIMETER SEALANT o 65w
<° r•
m o o F
PERIMETER SEALANT a BYINSTALLER o o N o 0
BY NSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR IL w Y W W
SEALANT BEHIND SEE TABLE 1 W Q Q m
FLANGE BY INSTALLER SEALANT BEHIND z a
FIN BY INSTALLER L) g 0 -, z
INSTALLATION ANCHOR- HORIZONTAL SECTION C \ HORIZONTAL SECTION °a° ¢ m O O
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE
8 TYPICAL FIN ANCHORAGE a o T Ln
HEAD AND SILL SIMILAR FOR FIN INSTALLATION - W
o w zLD of
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❑ > > > > 0
SEALANT BEHIND 1/4'MAX.SHIM O U aDQ Z
FLANGE BY INSTALLER O
�p���ryDREw "to,
PERIMETER
BY MIN.REALANT P•P\ 6•P
MIN.EMBEDMENT �� 5• GEN
INSIDE AND OUT SEE TABLE 1 v;• No 58201 •'.�:6
SUBSTRATE BY OTHERS Z-p: •
SEE TABLE 1 MIN.EDGE DIST. 9'; STATE OF tit/:
SEE TABLE O,n•••;� P ••$4u
SEALANT UNDER SCREW �A1 VERTICAL SECTION �i� ... .
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
4/11/2015
FRAME
TUR 5
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2" BYINSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT D PH.941-380-1574
HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM G90) 3116"ELCO ULTRACON 1-114' 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON 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:
16 GAUGE(0.060°)MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" ADE 05/05/07
7116"
/
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwc a: REV.:
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING FULL THREAD
FLANGE 7/18^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: ET
HE
FIN 2X MIN.SOUTHERN PINE(G=0.55) 98 WOOD SCREW 1-1/2" 7116° SHOWN FOR FLANGE WINDOWS. 1:2 SHEET
E 8