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FL# FL16177-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@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 R2 COI EvalReoort812C.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1... 11/19/2019
Florida Building Code Online Page 2 of 2
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 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# 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 R2 II CWS-812C.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 R2 AE EvalReDort812C.Ddf
glazing required on outer lite above 30 ft. in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
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Contact Us::2601 Blair Stone Road.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,
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Product Approval Accepts:
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SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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)
53 1/8"MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:°O/X" 8100 PVC
51 7/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16°GLASS DLO 4.DESIGN PRESSURE RATING: IMPAC
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢Z
INFILTRATION TEST PRESSURE AND GLASS TABLES
—— —— —— ASTM E-1300-04e01/09. Z W J p <W 0 w
Lu ZOz ¢I=ZH
63" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED F W z 0 3 3:Fn
ILL MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x ¢¢w 0 0
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F O'j¢x F¢
FLANGE ANCHOR CALCULATIONS. U U U 1--z Z F-CO CL
HEIGHT O OCD::, ...x_m
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ -Z 0 CO Z O LL U
GLOSS NOT REQUIRED. <¢0 H-H O Z
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 0 ¢(0 O w 0 w
61 3/4° I I I USED AT FIXED MEETING RAIL AND JAMB. z�a O n F
MAX.
a x ¢O5Ecn
HEIGHT UNIT 1
8.SERIES/MODEL DESIGNATION SH-8100. ¢ _I_a 2�w W
a F D
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:14 ttf11tetr
—7
X=OPERABLE SASH,O=FIXED SASH P`���PNOREWr�l�,,
30 3/16° I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR : P:-'�C E NSF
MAX. 26 7/8" JG.
SASH `, I GLASS LOCATION. No 58201 :�P
HEIGHT X I DLO ;
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. * -
- a:
I I 0 STATE OF :4k/
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6 ��i�(f`S'•COR 10 P•�'_���
u I ,rrrirs;ON A;EN��`,
-
WINDOWl®tE�
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a Zazo
r aw0 WHO'
z W J
w z0'Z �_zF=
0
u-
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7/6"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Oz z F�¢Q W O O
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U z CO U)z Z F d
O Z—� ZF�-
7/16"AIRSPACE 7/16"AIRSPACE ¢ 0 Z LL W Z O IOi.7:0Z
5/16" LAMINATED GLASS 5/16" LAMINATED GLASS Q F-U H
1/8"ANNEALED 1/8"ANNEALED W D a M U)O W O W
Fr cn w
.090" PVB INTERLAYER BY DUPONT .090" PVB INTERLAYER BY DUPONT O0 w F O EL d Ox }
co 1/8"ANNEALED 1/8"ANNEALED a Ix- d CCCc w L
OUANEX DURASEAL OUANEX DURASEAL
IG SPACER IG SPACER
47 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 �%�`c�P;......• T(�♦♦♦,
14 1/2"GLASS BITE 14 F1/2"GLASS BITE :� No 582D1 •t'i
48 M4- �
D
X90. STATE OF
♦♦i�FS'�..O..10✓'�j����`
1 •,♦��Si�NA11 00�,p
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FIXED LITE
SASH LITE 9/22/2017
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 q: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
atS•av�® �
INTERIOR WINDOW SYSTEMS Illl��//II
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
45 32 27 53 1 38 13 32 32 4 45
8100 PVC
° 70 D SINGLE HUNG
�o IMPACT
4s
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w z= —t
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RIGHT SIDE SHOWS SASH SECTION VIEW. >- <¢0 w-F Ozco
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6 LUCAS A.TURNER,P.E.
2 74
FL PE#58201
73 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
DWG It: REV.;
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-66 SCALE; SHEET
1:2 30F6
PARTS LIST FRAME CORNER
REM PART# DESCRIPTION VENDOR MATERIALCONSTRUCTION
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8" -{ aJamal
2 H-6631 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 1 15/16" 2316" WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE.
2 OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl e
3 W W W.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211116" 1 5/8° I Iq 1 5/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum o 1/16" LI 71/ys^ 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L U 1/16 CORNER WELD
LprF (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 IMPACT
14 S-6064 GIZ.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl Z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2 F ❑w O W wF-O p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16° 3 w Z O Z Cr F Z F
23 H-1699 Reinforcement,SBR Keymark Alum 7/8° ❑ ¢w }O¢ m
24 P-2190 Balance BSI s/1s 1 1 O O I=-0¢¢w 0 0
25 P-3059 Sash Cam,26 P-3046 Take Out Clip BSI Plastic
} 1/16° 1 5/8° 2 1/8" 1/16° U U ?Z 0 O d
FIXED MEETING RAIL ❑ Z- Z F.❑W
27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH Z O Z 0 rn Z❑O U
1/16° OUTERFRAME Q F--w g 0 0 W Z
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 r a 0 w-=O-
¢ Q
30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 J.-~F Z¢ w w r W O m
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W 0 L�w(A 0 w Co W
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=a 0 0-m
Lu l 0 EL >
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9/16" - O M ¢ w Lu m
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/B° 1 1/e CL H a- m�'nw
P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o I 2 5/16-
40
p►t nuir��
44 P-3342 Seam Sealer,SM-5504 Schnee 7/e^ 18 1 5/1s" 1s ,�����p10REW 11,
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 045" 1/1 s° .• 9 •GEN..
1/16° 1/16° .VP;•�� SF ••2
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel
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 No 58201
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 314„ 314° 5/8" G�:. STATE OF :��
53 Sash SEE SHEET 2 GLASS 1/4°
54 Fixed SEE SHEET 2 GLASS 3116 3 14 �4.�F'.�O R t V..-*N
56 P�281 Spacer DUraseal 13 15/1-16° 1/1 s° 1 7/L� ,��i/ry�ONA SO�'%%,
62 P-3218 Screen Frame,Horiz. Allmetal Alum t 1/16 1 L L
63 1 P-3218 IScreen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAI1--1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.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 3118• FL PE#58201
72 1 S-6063 ICo%er,Fixed Rail Mikron Vinyl 10 O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5° 3/16
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55.57-61,69 6 f� --3°~I BOM AND EXTRUSIONS
7/+ 1/16" D
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG G: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 40F6
6'MAX.(TYP.) 17' MAX.O.C.(TYP.) WINDOW SYSTEMS
6`MAX.(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
8100 PVC
101/2„
MAX.O.C. SINGLE HUNG
(TYP.) IMPACT
1— O INSTALLATION
ANCHOR(TYP.)
I I Q z ' z
F �
Q
I I pwp O
Z W J o ¢k p W
W zOZ_ Q_?r
ly.� LL F-w�zOF�22
FL - `MTGRAIL p zT:Ep T p¢Q w p O
J O OU)~zn-P�a
a` (TYP.) I I Z Opp-ZF-UW
I I ¢ F?LL�zp O w z
�QOFF mO-
T a CC cc>_ z�
10 1/2" w o o w W 0 W O W
MAX.O.C. w U)W
(TYP.) a ?=w ¢O w
p wF-Q IL
I ri r� I (L a ¢fid
L1 ,AOREtN�rrrir
4' (TYP.) -- -- -- `���5 P..........EN
i
(TYP.) NO ANCHORS REQUIRED IN SILLNo 58201 �t?S S
ANCHOR LAYOUT-(FLANGE)
%9; STATE OF :mow=
NOTES: rrrrrrS��NA;E ���
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 STRUCBAT 06/18/12TURE.
DWG It: REV.;
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 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/AAMAIWDMA 300(EXTERIOR DOORS) 1:15 5 OF 6