HomeMy WebLinkAboutProduct Approval 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, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44 h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`i'
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-812B, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
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 5ffi 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.
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GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (CuTgo
mo
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC
51 7/8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
4711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n a
INFILTRATION TEST PRESSURE AND GLASS TABLES ' ZZ
-
- o Go Fw
o � D
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
63" _ F
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.
HEIGHT o m N Z
m
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE o 0
GLOSS NOT REQUIRED. c �'
N ❑ Z >
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw ¢ O
61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. o n~.
MAX w LL 2
HEIGHT 8.SERIES/MLINTODEL DESIGNATION SH-8100. a p C3 0 0
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: iL
Q wo
X=OPERABLE SASH,O=FIXED SASH
I I m ¢ Z
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SAH X i GLASS
LOCATION. ,``�%yrP�DREVy, "It
HEIGHT
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �OQ .0%G EIdS�.
6 No 58201 :�7�
6 Lucas A. 'OSTATE OF
-- -- -- Turner � .�`
2015-04-11 '.2?
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6 A 15:15-04:00 i�'SSIONAx_5"'%
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45 1/16"
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 DWG p: 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 MISE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
n N
Z Lu
O m F
O � �
Y
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS w m m
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED (A
U a Z
7/16"AIRSPACE 7/16"AIRSPACE m 'o O
a a �
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS N o Z >
1/6"ANNEALED 1/8"ANNEALED a O
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w LL
U
1/8"ANNEALED 1/8"ANNEALED w w
DURASEAL BY TRUSEAL DURASEALBYTRUSEAL
4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLFX 552 m Q O
4"�ii
14 1/2"GLASS BITE14 1/2"GLASS BITE ,,�GQ,•• ,GENgL�Qy-
5"•
48 48
58201 ':1}
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1 12 :9 STATE OF :'w�
_ 0 ,
SASH LITE
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 2OF6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
Www.CWs.CC
45 3 7 53 12 38 13 32 3 4 45
8100 PVC
a o 0 ® SINGLE HUNG
IMPACT
0
as
0 0 � 0
14
3 3 14 54 14 65 66 63 19 4 W m m
SECTION B-B
U N O
54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m 'o
RIGHT SIDE SHOWS SASH SECTION VIEW. N Lp
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LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30
0 NORTH PORT,FL 34288
PH.941-380-1574
Q 0 SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#:
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 30F6
PARTS LIST FRAME CORNER /�� /� �y�)
rfIM PARI# Main r.,S VENDOR MATERIAL CONSTRUCTION lI. 7/�1R97�®�/�'Vd{/�
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/s" V-U�U�NICY L!/1CY
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl WINDOW SYSTEMS
1 1 15/16" 2 3/16^ 1900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 2 � OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16^ 1 Fi
q 1!/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16 1/16^ 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl �lO 1/ts" CORNER LSI ESLD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl —L
u0 (ALL
1:8 ) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.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 ,2 a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2" m °D w
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron I Vinyl 3 o T ~
13/16" c o
23 1 H-1699 IlReinforcement,SBR Keymark Alum 7/8^
24 1 P-2190 jElalance BSI 9/16° 1 1 F-
25 P-3059 Sash Cam,PVC BSI Plastic � w 3 m m
26 P-3046 Take Out Clip BSI SS } 16^ 1 5/8" 21/6" 1/16" FIXED MEETING RAIL r0
SCREWED TOGETHER WITH 0 Z
27 P-3783 Lock,Impact,PVC Interlock m a
1/16" OUTERFRAME a O
28 P-4069 Keeper,Impact,PVC Interlock 7amac 1:8 v N
IMPACT HOOK-1112
30 P-3215 Weep Cover w/Flap Geer Plastic REINF., $ oZ >
LU
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w O
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steelo a
38 1 P-3768 1#8 x 0.625 Ph PH SMS Hub City Steel Z Cc
Lu
oLL
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/8" 1 1/e"y o 0 U)
5/16"
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o cc o
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5/16^ 19 m a O
45 P3752 Cap Plug,1/2"Hole M&M Nylon i-- 1/16" 045" 1/16 z
47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/1s°
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 Lbl.(NFRC/DP) .Gq`.....
52 Sash CWS Lbl.(logo) Pro Label 3/4°� 1/rt-111 F- -4.: No 58201 •^:P
53 Sash SEE SHEET2 GLASS 3/4" I - ^
3/16°
54 Fixed SEE SHEET 2 GLASS � 23 =*13 15/16" 1" 9 7
56 P-3281 Spacer Duraseal T j— 1/ts 1/16" '9 STATE OF '4'j+
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16" %O; A,
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ���Si'O R �P64 P-3321 Screen
65 P 3581 Screen Clothe 8omer Key x 16 Fiberglass Belt eetal rvue F berglass stic ,++�s+0i.n�lt► ,%,
66 P-3228 Screen Spline,.155 Dia.,BIk. Dapa Vinyl �✓�
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
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 p 3/16° FL PE#58201
72 S-6063 Cover,Fixed Rail MikronVinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 1 P-3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5 3/16^�
5,7,
,ITEMS
6 I- 3^ -� BOM AND EXTRUSIONS
7/+ 1/16^ i O D 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 40F6
� �®fim.0
6^MAX(TYP.) 17'MAX O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6'MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
MAX o C. I I SINGLE HUNG
(TYP-) IMPACT
L O INSTALLATION
ANCHOR(TYP.)
117 N
I IW
o �
o � ❑
Y F
MTQ R/VL
W
4"(TYP.)J: m m I I cn
mU N Z
I I c O
Q N L
`7�, N ❑ Z
101/2" /\ w ¢ Lu
O Q
MAX O.C. n. 0 F
c� a
(TYP) I "6NCHOR
Z UO U W7 ¢ ❑4'(TYP.) — —— m < Z4"(TYP•) NO ANCHOR "".......UT-(FLANGE)
v: No 58201
=7t' * t*=
NOTES:
^9: STATE OF .�+
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. �O�s ........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 '+l 1,114%���,
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. 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:
S.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
DWG n:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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/AAMAANDMA 300(EXTERIOR DOORS)
1:15 50F6
TYPICAL HEAD ANCHORAGE V-(yly(il1(yll//ULl . r11'�7j
MIN.EMBEDMENT WINDOW SYSTEMS L�IJI/�
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERSW W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 oPBYI,NSTALLER
MIN.EDGE DIST. 8100 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUTINSTALLASINGLE HUNG
SEALANT BEHIND SEETABLfiONANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
In N
C7 Lil
METER SEALANTINSTALLATION ANCHOR E AND OUT w mSEE TABLE 1 ANT BEHIND m
FLANGE BY INSTALLER m O
o
/ B� HORIZONTAL SECTION o °'
CONTINUOUS DOUBLE 3/16"BEADS OF j
a ❑ Z
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w Q 0 w
PERIMETER AT ALL INDICATED POINTS a H
BETWEEN FRAME AND BUCK BY INSTALLER. W LL a-
U
1/4"MAX SHIM p v m
SEALANT BEHIND ¢ O
FLANGE BY INSTALLER
m ¢ O
z
PERIMETER
BYINSTALLER INSIDE AND OUT SEE TABLE EMBEDMENT ��"os s,ADR Noy
SUBSTRATE BY OTHERS -4;• No 58201 •'•
SEE TABLE 1 MIN.EDGE DIST. -
SEE TABLE 1
A VERTICAL SECTION STATE OF .�+
6 TYPICAL SILL ANCHORAGE O <O R 1 p P• �Z��
0 / 4/11/2015
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"ITW TAPCON 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
HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
-1 2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"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 P = -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 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG BAT#: REV.:
06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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PRODUCT APPROVAL NUMBER:
FL #16736.1
OPENING IDENTIFICATIONS:
1 . HS
2. HS
4. HS
5. HS
6. HS
9. HS
W11/2016 Florida Building Code Online
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Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
G,Elf. L FL# FL16736-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived U
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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 Horizontal Slider
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
R1 Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 R1 COI EvalReo CWS-8718(HS-8200. 74x63. IMP).pdf
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-OS 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/2
6/11/2016 Florida Building Code Online
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
Summarlif of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 RI II CWS-871B (HS-8200. 74x63. IMP).adf
Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalReD CWS-871B(HS-8200, 74x63.
Glass complies to ASTM E1300-04. IMP). df
FL16736 P1 AE Ouanex (Mikron) NOA 12-1017 02.)d
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63", XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-8698 (HS-8200 111x63, IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP+/- 60 psf. Outer lite in FL16736 Rl AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 R1 AE EvaIReD CWS-869B(HS-8200. 111x63,
IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
6aclt Riext
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
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 dick here.
Product Approval Accepts:
® 99M
:Credit-Card
Safe
https://www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 212
L
URNER
1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
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 61G20-3.005 (4). This product complies with the requirements of the 5h
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-871B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1, 4A, -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,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite 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 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.
`�tytt[IIirij1f
RE S-v f++�
�: N'a� 58211 •��;:
e G
X13 STA7F_ OF :4 4/18/2015
A.C o R,O N 41 Lucas A. Turner, P.E.
FL PE#58201
�tXJPP[7944'�i
Lucas A. Turner
2015-04-18 22:21-04:00
GENERAL NOTES: a3gom.
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 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
751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
820®PVC
74"MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ,SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v
-- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES T
-- -- -- I - ASTM E-1300-04. a
5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
641/4° I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR w
Y
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
MAXFLANB I B ANCHOR CALCULATIONS. U)
U Z
HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o ❑
I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a 0 Z W
LU
63" I MUST 8E ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w ❑ O
MAX. FLYING DEBRIS. o o a~
w it
HEIGHT O X j 59 9/16° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < Z V
MAX USED AT FIXED MEETING RAIL AND HEAD/SILL. a❑ = w
HEIGHT a. U
8.SERIES/MODEL DESIGNATION HS-8200. 00 a z
9 .THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ��u�y�r
GLASS I 5 X=OPERABLE SASH,O=FIXED SASH ``�0%7:P oREw,��i'G
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���PG:�°\GENS°
5 LOCATION.
D No 58201 :13
I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
C
at STATE OF :40
-- C�� A A -- Lucas A. Cc <,OR10A�\�J,�
5 Turner ���,,SS+ONA; �,
33"GLASS DLO 2015-04-11
36 5/16"MAX SASH WIDTH 15:18-04:00
4/11/2015
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:
ADE 10/10/13
GENERAL NOTES&ELEVATIONS...........1
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
EXTRUSIONS&B.O.M...............................3 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 B
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF5
7 8 7 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
0 0 rr
O O �
41 40 3 1 9 39 w }
w ¢ m
SECTION B-B cn
❑ Z
8 11 NOTE:FIXED LITE AT HEAD m O
AND SILL IS SIMILAR. o
O 31 w o O w
LU
F
19 cr-
0 ❑ O-
wir
38 35 Qo ¢ rn
w
17 17 01
36 3 m Q Z
19
tttlf tanlffp�
a1 4 HEAD IMPACT HOOK(TYP.) Pr10RELy T�i4i
4 (ITEMS 5&3SASH ?.��GENSFo
7/8"OVERALL
No 58201
1/8"ANNEALED or TEMPERED
INTERIOR I 7/16"AIRSPACE ^-4= 2'-
STATE OF '41 Z
I 5/16"LAMIf
y0 Al C/�
1/8"ANNEALEDs910IVAI....
SWEEP LOCK(TYP.) 1f f f f e f f f f tt�t
ONLY ENGAGED PRIOR .(W DUPONT PVB INTERLAYER j
43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED
I I LOCATED AT THIRD POINTS
q
19 3 I X I (ITEM 27) 43 PURFECT GLAZE"H" 4/11/2015
'3 �♦� �� SIKAFLEX552 LUCAS A.TURNER,P.E.
FL PE#58201
41 1239 JABARA AVE.
34 NORTH PORT,FL 34288
e 5 PH.941-380-1574
I
16 SHEET DESCRIPTION:
5 < I 3 1/2°GLASS BITE
0 o SECTION VIEWS AND
D GLAZING DETAIL
a
SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE:
JAMB SWEEP LOCK LOCATIONS ADE 10/10/13
1:20 DWG B: REV.:
SECTION C-C Q�:L7PE A CWS-871 B
ALTERNATE FIN FRAME SCALE:
SHEET
1:2 20F5
PARTS LIST 31/6" CORNER CONSTRUCTION
-- ITEM PART# DESCRIPTION VENDOR MATERIAL 31/6•x{
Im -M
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum I 1 1/2° WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC /�s" WWW.CWS.CC
2 11/16" 1/16" 3 9/16" � 21/8" 1116
"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC o CORNER WELD
(ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVCL �1" 1.8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16^ 1 3/16^ 6 2 v
r�2 3116" �j 9/16"
11 P-3113 Screw Support,PVC Team Plastic Rubber s I ` N
12 P-3218 Screen Frame Ailmetal RoIlForm 7 4 40 0 00
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa ,5/8• 1 516" q 1 5/6^ q 1 5/16' 1 w
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/1fi" I q 1/16" I q 1/16" }I- 1/16^ FIXED MEETING RAIL W ¢ m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL JLL SCREWED TOGETHER WITH
OUTERFRAME
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 LL O
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab o U)
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/8° 3/4" ¢ LUw
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16t 15/1x"Vill,
Wa LU
20 3383 or 752 CaLU cc
p Plug,1/2"Hole M&M Nylon 1.O L 1/16" L a z
21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 a. p
22 P-4779 Roller,Tandem M&M Nylon 6" I f5/11
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" 1,/a^ =t 0° ¢ z24 P 4069 Kee er,Im act,PVC Intedock 3/16° 3/4" ttrri7/8" UtNrrirtP P L1/16" 3 34 `����Pr1DREby "",
25 P-4479 Weep Coker w/Flap M&M Nylon CC �� 5
26 P-4638 #8 x 21/2 Ph Truss SMS Ajax Steel PLAN VIEW-1998 1/16" t/,6"
HEAD IMPACT HOOK-1999
27 P-4958 Rotary Lack Sullivan Zinc S.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201 ":-P
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16°
7/8°
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab ^1 °
O 1/4° x-• -{ :q F
:" STATE O
30 P-4633 Barrel Fastener Fastenal Steel 4, T I 31 r�On';�
31 S-1112 Reinforcement,Head Keymark Alum s' I fie° 7/} y/1r6" �'�.ss<p R 10, �``��`
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T-112111
— 3s 1116 ��i��ONA�rt�tt
34 S-1776 Roller Track Keymark Alum 5/6" PVC GLAZEBEAD-6064 GLAZE BEAD-1112
,1,6" z�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2° 1 1/8°-i 3/8", l 5/16"1 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum 11'L 3
37 S-6005 Anti Lift Mikron PVC 3/16^ 38 LUCAS A.TURNER,P.E.
��-3" -t-1/2" 1/16° 1/16° FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ^ PVC ANTI-LIFT-6005 1239 JABARA AVE.
PVC SCREEN CATCH-6013 NORTH PORT,FL 34288
39 5-6014 Scm.Adapt.,PVC Mikron PVC r
SCREW SUPPORT-3113
PH.94
40 S-6063 Fixed Rail Cover Mikron PVC
41 S-6064 Glazing Bead Mikron PVC 5116" SHEET DESCRIPTION: 1574
42 GLASS ISEE SHEET 2 CARDINAL GLASST I 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone r 1/16°
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. soALF: SHEET
33
_ 1:2 30F5
I
i
WINDOW SYSTEPNS l\\���✓/\ I
121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
—I 3"(TYP.) 4"MAX(TYP.) 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474
6'MAX(TYP.) 3"gyp) SEE NOTE 2 SEE NOTE 2 WWW.CWS.CC
6"MAX(TYP.) ~ 4"MAX(fYP.)
INSTALLATION
I , ANCHOR(TYP.) , I HORZ.SLIDER
I I I INSTALLATION
I '
ANCHOR IMPACT
I 8"
MAX O.C.
(T P.) a
I cN �
MAX O.C. , I I I I I I o o O
(TYP-) I O II X I I O I X I Y W ..
I w ¢ m
I v z
I ca
W Z
(\VAI \VJ W a. W O LL
W 1LW fr
-- -- -- -- -- -- - -
U
W
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) S
m <10
No 58207 '��
*: :*=
NOTES: Z : STATE OF :411Z+++OAF`S c�O R 1 P �,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. S/p �C����`
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. x 7--
3.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
LUCAS A.TURNER,P.E.
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 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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 5.
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 AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
ADE 10/10!13
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 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(E)CTERIOR DOORS) 1:20 4 OF 5
1 -
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
1/4"MAX SHIM SEE TAOTHBLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
I} 1/4"MAX SHIM www.cws.cc
SEE TABLE 1MIN.EDGE DIST.
MIN.EMBEDMENT 40 SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER
SEALANTBEHIND O S STABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
° PERIMETER SEALANT o N H
PERIMETER SEALANT BY INSTALLER o o 0
BYINSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR N' WO }
SEALANT BEHIND SEE TABLE 1 w Q m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND cn
SEE TABLE 1 FIN BY INSTALLER v O
B HORIZONTAL SECTION / C 1 HORIZONTAL SECTION mLL N
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o o C/)HEAD AND SILL SIMILAR FOR FIN INSTALLATION a 'u Z W
W w 0 W
a a
Lu
� U
1/4"MAX SHIM 1=1) w
SEALANT BEHIND U
FLANGE BY INSTALLERf�
m Q Z
BY
RNSTALLERSEALANT
S ETABLE EMBEDMENT `,�����P�jDRE41��T�i��
INSIDE AND OUT �OQ�;.�.G E N SF•
�: No 56201 '�71
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE I ^ro" i=
A VERTICAL SECTION ��'. STATE OF :"t+
5 TYPICAL SILL ANCHORAGE �O�CCS'4 O R 1 O P,�N_
C�
o z�
TABLE 1:APPROVED INSTALLATION FASTENERS ° 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.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 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN VIT fflu VVUULJ bklrlLvv 1-318" 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 FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE'
F2X MIN.SOUTHERN PINE(G=0.55) SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS.
W #8 WOOD SHEET
1:2 5OF5
it
9/5/2016 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Anpiication List>Application Detail
FL# FL16736-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived C]
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
DD 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 FL16736 R1 COI EvalRep CWS-871B (HS-8200. 74x63. IMP).pdf
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
ihttps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquBobl°/p2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d`/o3d 1/2
9/5/2016 Florida Building Code Online
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
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 74"x 63", XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 Rl II CWS-8718 (HS-8200. 74x63. IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 Rl AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl AE EvalReD CWS-871B (HS-8200, 74x63,
Glass complies to ASTM E1300-04. IMP). df
FL16736 Rl AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63", XOX.
LImIts of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 Rl II CWS-869B (HS-8200 111x63, IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP +/- 60 psf. Outer lite in FL16736 Rl AE DuPont PVB NOA 13-0129 27,adf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 Rl AE EvalReD CWS-8698 (HS-8200, 111x63,
IMP). df
FL16736 Rl AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
6acic P9out
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 emalls provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
NO ECheck M
CreditrCard
Safe.,
https://www.floridabuilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOaKPvglON3eNaBBBv3yAgMA%3d`/*3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
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 5t`
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-869B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A,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,ASTM E 1996 `04/06/09, and AANL /WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-869B, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-869B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-
0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.021
• 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 fmd
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.
10 '4+iQ fid�/ ��fdl
Z--J . No 582111 ;
` � a
4/18/2015
1Z 13 sTa-r F_ o F .4u
: Lucas A. Turner,P.E.
O ,A- ,. FL PE#58201
*�JI�0NA � %%N Lucas A. Turner
2015-04-18
GENERAL NOTES: ����
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 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 447H 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) 8200 PVC
3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
1121/4"MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER to v
INFILTRATION TEST PRESSURE AND GLASS TABLES a, LLj
4915/16" 24 5/8" ASTM E-1300-04.
GLASS DLO GLASS DLO o o O�
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
2 WO }
-- - -- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
ANCHOR CALCULATIONS. Cl)U z
641/4^ I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT : O
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
C/3
CO
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N W z w
FLANGE MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W ❑ O D:
HEIGHT B B FLYING DEBRIS. o o iL
W
63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 1- z
MAX I 5013/16° O I v USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w
UNIT /� 561/4" im
HEIGHT I I DOSS I I D D GLASS ❑ v
DLO 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O
g z
g 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: �1�1161l
5 16" O X=OPERABLE SASH,0=FIXED SASH ���PNOREI,.,MAX
SASH
HEIGHT I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I I I D LOCATION.
C I g ter. No 58201 ^:la
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. Xt
C A '9 STATE OF :°4UZ
2715/16" A C '.0�"° P:=4U
MAX SASH WIDTH 6 %
,�s""O R 1.. C
Lucas A. ''�i, ofyA�
Turner "Jill
2015-04-11 17,:7-
15:17-04:00
15:17-04:00 4/11/2015
LUCAS A.TURNER,P.E.
FL PE 11158201
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
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATINGENW�
DWG#; REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 B
ANCHOR SCHEDULE&NOTES................5 111"x 63" +/- 60 PSF SCALE:
INSTALLATION DETAILS...........................6 SHEET
1:20 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8200 PVC
7/8"OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPEREDIMPACT
7/8'OVERALL
1/4'AIRSPACE 1/8"ANNEALED OR TEMPERED �n v
7/16"LAMI 3/8"AIRSPACE o o H
3/16"ANNEALED 5116"LAMI o 0
.090 SENTRY GLASS IONOPLAST INTERLAYER 1/8"ANNEALED 2 O }
W Q CD
3/16"ANNEALED .090 DUPONT PVB INTERLAYER (p
U Z
1/8"ANNEALED m O
g PURFECT GLAZE-H" v N U)
SIKAFLEX 552 wZ >
C9 W
PURFECT GLAZE"H' a w F
9 SIKAFLEX 552 ❑ ❑ a
11 1/2"GLASS BITE ¢ Q U
p❑ = W
30 Q O 11 1/2"GLASS BITE U U
0] Q 0
30
.... �'-'
1 14 _ O ',�jGQ• v G E Ns'-...'P�
56201 :?t
'9 STATE OF :4u::
O GLASS TYPE B i 0•, ki
SASH GLASS �i�<`�%<O R 1OP:NZ,.`
GLASS TYPE A
FIXED GLASS
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:
TEF 10/11/13
DWG#: REV.:
CWS-869 B
SCALE: SHEET
1:1 20F6
INTERIOR 2 5 3 4V(ylyp�7(YlU/000Y•
WINDOW SYSTEMS
1 19 or 49 0 15 1 13 4 45 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
40 8200 PVC
HORZ.SLIDER
IMPACT
O o m m ui
0 o F-
11 a 3 2 5 6 1 18 e 1 SECTION VIEW D-Da 00
JAMB ROTARY LOCKS wo }
JAMB ROTARY LOCKS: w ¢ m
40 MAY BE SUBSTITUTED FOR JAMB Z
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS.
1 REQUIRED ON FIN UNITS. o uJ
45 a UJ Z W
43 a w a
w
46 ¢ c7 0
31-37 (( ❑ 3
e rLll 44 LLI
U o
16 m ¢ Z
11 50
14 HEAD IMPACT HOOK(TYP.) � ,C10•E2E
MIDSPAN OF SASHES ��PS,....E.`'S,'•,
a (ITEMS 44&46)
v No 58201 :-P
INTERIOR %°� * '¢�
',P STATE OF :4&f�
JAMB IMPACT HOOKS(ITEM 42) s�O�t%' io��,
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
16 I 4/11/2015
X NOTES:
t'r
6 7 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
ll
MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
1 a ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
O 47 PH.941-380-1574
I SHEET DESCRIPTION:
10
O pQ SECTION VIEWS
1 0
0 Q DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG p: REV.:
1:20 CWS-869 B
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
1:2 30F6
PARTS LIST 31/8• "I CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"—�
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8^ VVINDOW
nW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
OCALA3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 1/16" WWW. FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type ATE Ajax Steel 211/16" 1/16° 3 9/16" 0 1 7 1/16" WW W.CWS.CC
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone CORNER WELD
7 S-1776 Roller Track Keymark Alum 0 (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVCL �1" 1/8^ 1.6 I"IORZ.SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6049
6
11 S-6064 Glazing Bead Mikron PVCn v
23/16" FF1 15/16" 1 3/16"-{
12 H-6050 Sash Meeting Rail,PVC Mikron PVC f — I 23/16• 5 m �o ui
13 H-6051 ISash Pull Rail,PVC Mikron PVC I 1 14 3 0 0 0
14 H-6052 ISash Top/Bot.Rail,PVC Mikron PVC 1 5/8° 1 5/8" q 13 1 5/8" -� 1 5/16" Y w
15 H-1497 Relnf.Sash Meet.Rail Keymark Alum 1/16^ Lq 1/16" 1/16^ 2 w ¢ m
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum Z
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 m r O
18 P-3429 Wst .,0.270 x.187 back FinSeal,Gr Ultrafab FIXED MEETING RAIL e,
P fb 3/16" SCREWED TOGETHER WITH
OUTERFRAME
19 P-3783 Lock,Impact,PVC Interlock w Z >
1:e N N c0 O w
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a w a m
21 P-4069 Keeper,Impact,PVC Interlock 5/8• w OC
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel L 6" I 3/4" o W
23 P-4958 Rotary Lock Interlock 1�5/16 1" 15 r-h 1 o24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 7/e• 1/16" 15/16" 1/16" O
25 P-4952 Keeper,Rotary Lock Interlock � " SASH MTG.RAIL-1497 Z
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 SASH REINF.-1699 �vJ,vPNoREW i?Z;,!"
�,
27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel �{ 3/4° J 3•• L �i
03/16- 3/16' I 7/16• 11/4" �� Q• �GENS'•.,�Q
28 GLASS SEE SHEET2 CARDINAL GLASSVr�v R •�cr
29 Purfect Glaze"H"or SikaYlex 552 Henkel/Sika Silicone O 1s 7 No 58201 :1S
r fns• =*: :*=
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber ; 6^ 15/8^ S.B.RJS.S.R.-1498 1/16" Sae * 7 2
31 P-3218 Screen Frame Allmetal Rol[Form T� �-® ROLLER TRACK-1776 ZV. STATE OF tom+
32 P-4754 Screen Comer Key Allmetal Nylon 5TF 1/16" 1/4" %OTS:P�O R t p P,:�Z�`
33 P4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000
PANEL IMPACT CATCH-2000 11 �7l8°1 011fAvvvv
34 P-3029 Screen Pull tab Summit 7!8^ "+ ;'E
35 P-3033 Screen Spring Fla.Spring SS 0 3116" -i— 9/1643 Z�Z
36 P-3228 Screen Spline Dapa OE— PVC GLAZEBEAD-6064 L 1116^ 4/11/2015
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber �� 1J2• 1 V8" FL PE#58201
41 P-3752 Cap Plug,1!2"Hole M&M Nylon t 5/16° I 3J8^El5/16" 1239 JABARA AVE.
4O 48 NORTH PORT,FL 34288
42 5-1577 Impact Hook,Frame,Jamb Keymark Alum 1/16" O PH.941-380-1574
7/8"
43 S-1112 Reinforcement,Head,Jamb Keymark Alum }_ 1/16° PVC SCREEN CATCH-6013 1116" SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS
45 P-3748 #6X5/8 Ph FH TEK,Zinc,Painted Ajax Steel I-1 1/6"�
46 8-1999 Impact Hook,Frame,Head Keymark Alum 3/16,11 3' �1/2• 5/16^, I
II I LI 9 DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC 40 1/16• TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014DWG#: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 B
50 1 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE:
14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHE1:2ET
40F6
WINDOW SYSTEMS
3"(fYP.) 1900 SW 44TH AVE,
6"MAX(fYP.) 3"(1YP.) � A O. -{ SEE NOTE 2 4"MAX.(fYP.)—�{ FT-
INSTALLATIONe°MAX.O.C.(fYP.) OCALAWWW. FLORIDA 34474
MAX O,C.
WWW.CWS.CC
6"MAX(fYP.) (TYP-) 4°MAX(TYP.)
8200 PVC
ANCHOR(rYP.) HORZ.SLIDER
MAX O.C.. i IMPACT
(TYP.)
17"
MAX O.C. t2 v
(TMP.) X O X X O X o o 6i
000
`1 W
I 2 p j:
I I W Q m
U)
U Z
O
I NLuZ W
ANCHOR LAYOUT-(FIN) w w O
ANCHORLAYOUT-(FLANGE) a. ❑ n
Uj LU jr
U
< to
W
� U O
m ¢ O
z
a{atl{I 111111!!!!
`aap Pr1DRELy �'li4�
No 58209 :�'P
NOTES: '90: STATE OF :��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���3; O R t
�!!lis/0N..
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. 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.
FL PE#
BE PROTECTED TO PREVENT REACTION. 1239 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 6. 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 AND
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:
TEF 10/11/13
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 n: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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/AAMAANDMA 300(E)CTERIOR DOORS) 1:25 5 OF 6
_ SEE
// nJ/CCY�//m
- TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-WIAy(LlU/
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIMCSEA
ABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
SEE TABLE 1
MIN.EMBEDMENT o DGE DIST.
PERIMETER SEALANT SEE TABLE 1 BLE 1
8200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE I HORZ.SLIDER
SEALANT BEHIND 0 SEE TABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
PERIMETER SEALANT
EALANT BY INSTALLER N Q
�= INSIDE ND OUT o 0 O
UT INSTALLATION ANCHOR W
INSTALLATION ANCHOR IND SEETABLEI w ¢ m
SEE TABLE 1
FLANGE BY INSTALLER FIN LA NBEHIND
STALLER V Z
BBHORIZONTAL SECTION C� HORIZONTAL SECTION H O
6 TYPICAL FIN ANCHORAGE v o 1n
6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATIONN w Z W
W w ir
a a
w
U
ir
1/4"MAX.SHIM ¢ < co
IL Lu
SEALANT BEHIND v
SEALANT
FLANGE BY INSTALLER
mQ Z
PERIMETER SEALANT MIN.EMBEDMENT `,'g1u11611"BY ��
INSMAND OUT TALLER SEE TABLE 1
��Q�?�Q�?P'ND.E N S•TGQ���,
SUBSTRATE BY OTHERS--/ No 58201_ =
SEE TABLE 1 MIN.EDGE DIST. *• * *-
SEE TABLE 1 0 Z-n :'r
A VERTICAL SECTION STATE OF
6 TYPICAL SILL ANCHORAGE cif n'•A(
O �P,:\�`��
R1A•,ENG��•
TABLE I:APPROVED INSTALLATION FASTENERS
4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
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 0 PH.941-380-1574 HORIZONTAL SECTION
FLANGE GRO 2-1/2" 6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTH = 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 HILA KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7/16" TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 869 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1 1-1/2" 1/2° SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6
8/11/2016 Florida Building Code Online
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I
d,,,b,pr
a
_ a: Product Approval
,r. + USER:.Public User
oa
l.f.
Product Aooroval Menu>Product or Aoolication Search>,Aooiication List>Application Detall
a • tiT Fl-# FL16177-R1
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 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative. ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
O 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 Rl COI EvalRep CWS-812B(SH-8100 IMP NoSillAnch) pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 _
ASTM E1300-04- 2004 _
ASTM E1886-05 -2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence.of Product Standards
https://www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYul882%2bJrew%3d%3d 1/2
8/11/2016 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
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 R1 II CWS-8128 (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.odf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReo CWS-812B(SH-8100.IMP,
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02-nd
Created by Independent Third Party: Yes
Baclk Next
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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
FOR
eChsck
;;Gredit,_Card�
Safe
haps://www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBlPjuPdYuGeM3yYuIB82p/o2bJrew%3d%3d 212
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 613/4"unit size,
+/-70 PSF,no anchors in sill
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 5t'
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-210-3 815-1A, -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-812B, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd
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.
�4,�$41tt�eeil�t��
a
Nm 5$201
*= 4/18/2015
Lucas A. Turner, P.E.
00 -: TATS of FL PE#58201
10 °a 1 .�� Lucas A. Turner
f{'� � N;;1 +'�� 2015-04-18
GENERAL NOTES: �/7�
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ��e
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
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"ODC. 8100 PVC
51 7/8"MAX.UNIT 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 ,2 a
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- -- ASTM E-1300-04. 6i
63" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
o o
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORZE
¢ }
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
HEIGHT O 0 a z
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m b
GLOSS NOT REQUIRED. c U)
. O Z W
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ O
MAX" I I USED AT FIXED MEETING RAIL AND JAMB. o � a
UNIT LL
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a o U
m
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: cc o
X=OPERABLE SASH,O=FIXED SASH m ¢ 0
30 3/16' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
MAX 267/8' LOCATION. SypR ►1+4
SASH `, I GLASS
HEIGHT X DLO %% P,,......, T 4
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. JGQ`:4�G ENSU GQ �'
s
^ I C No 58 �
201 �
6 =* * *=
Ll Lucas A. ' IIS ¢=
I
Ur+'
Turner
-- -- 2015-04-11 O
6 A 15:15-04:00 '''fit 1111,:• ,
45 1/16"
GLASS DLO
483/8" 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 ::�) SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
� N
O .0 H
O � ❑
Y
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)
7/16"AIRSPACE 7/16"AIRSPACE LL `� p
0
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS b am
N ❑ Z
1/8"ANNEALED 1/8"ANNEALED w ¢ O It
090"PVB INTERLAYER BY DUPONT 090"PVB INTERLAYER BY DUPONT
o a
1/8"ANNEALED 1/8"ANNEALED o U
DURASEAL BY TRUSEAL DURASEALBYTRUSEAL =3 Q ❑
4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552m 4 Z
1 11 14 1/2
GLASS BITE 1/2"GLASS BITE �pPp10REyy,�����
14
A �l 4% E N
48 48 � No 58201
3
1 1 ZV. STATE OF
�4 SS'7• •SNC?,:
. o
tlllltflllll�
r
FIXED LITE SASH 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#:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
45 3 53 12 3813 32 3 4 45 www.cws.cc
8100 PVC
0 ° o ® SINGLE HUNG
�o IMPACT
as
1 0 � Fw-
0
14
3 3 14 54 14 65 66 63 19 4 W m m
SECTION B-B co
U N Z
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m b O
RIGHT SIDE SHOWS SASH SECTION VIEW. N rA
m
cc w0 W
w ? P: Q
(Lc7 d
14 — 39 w w
z U
cc
40 O U U
728 E w OW
1 3 INTERIOR m ¢ z
9
48 , plijp
No 58201 -P
¢=
14 IP STATE OF '4&Z
65 10
66
6 3
3 3 4/11/2015
18 �� 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
3o NORTH PORT,FL 34288
PH.941-380-1574
D
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG A: 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 3OF6
PARTS LIST - FRAME CORNER
ITEM PART1 DESCRIPTION VENDOR MATERIAL —3 118" CONSTRUCTION Il Tl!199(a�•L/�(/�
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head. Mikron Vinyl VLLWW��A�JLY Ir\J nvr/71j
2 H 6031 Main Fr.,SH,w1Flg.,PVC,Sill Mikron Vinyl 1 15116" WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 23/16 1900 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl Illi OCALA,FLORIDA 34474
6 S-1577 Impact Hock Keymark Alum 3 IL 10 8 WWW.CWS.CC
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 1 5/8^ q 1 518"
9 H-1497 IReinf.Sash Meet.Rail Keymark Alum 1/16• 1/1 s' $�QO PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L 1/16' CORNER WELD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL SIDES)1:8 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.Bd.,7/8" Mikron Vinyl
18 S-6013 Som.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3
23 H-1699 Reinforcement,SBR Keymark Alum 718° 1 3/16" o o
24 P-2190 Balance BSI 9/16° 1 1
25 P-3059 Sash Cam,PVC BSI Plastic IFV1,16.
Ed
w m m26 P-3046 Take Out Clip BSI SS 1 21/6" 1116" FIXED MEETING RAIL27 P-3783 Lock,Impact,PVC Interlock 17SCREWED TOGETHER WITH v Z1/16" OUTERFRAME m o O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 0
30 P-3215 Weep Cover W/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 1.8 c m >
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab ¢ W O
PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 ¢ CC
37 P4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a :3 F-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16° W S
6/16° CC
39 P-4051 W#8 x 1.250 Ph FH TEK,W ht. Hub Cit Steel 1 1/8° Z w
City 1/2' 1 1/8° a o
40 P-3342 S x Sal r, w/#6 Head,TEK,Wht. Hub City Steel p r 5116" j O
44 P-3342 Seam Sealer,SM-5504 Schnee 7/e° jT_� 18 1 5116• 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon I 045° r
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1l1s^ 1116" L T 1n6" m ¢ Z
7
352 Sempolk., 5 O(NERC"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
5P-3 ,,`,����PtyD E 4�.,TG�
52 P-3613 CWS Lbl.(logo) Pro Label �.VP:•�, S-• ��
3/4" 5/6' 114" r �.J•' No 58201 •:�-P
I.
53 Sash SEE SHEET GLASS 3/ts� 3/4'
54 Fixed SEE SHEET 2 GLASS 3 14
56 P-3281 Spacer Duraseal 13 1511 s^ 1116" 1" 9 7/8" -•0, G;
62 P-3218 Screen Frame,Horiz. Allmetal Alum T X1/16• }_ 1/16" L_ 9 t STATE OF .��
63 P-3218 Screen Frame,Vert. Allmetal Alum L :O;<, A,:•��:
REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 F'• O R 1
64 P-3321 Screen Frame Comer Key Allmetal Plastic PVC GLAZING BEAD-6064 �i��Ss'�•.....••��C�,�
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass �i'14OK11110%,�%
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl Z:7-167 P-3029 Screen Pull Tab Summit Alum
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.
71rH-1836 Alum.Fixed Rail Keymark Alum 0 3116, FL PE#58201
72 -6063 Cover,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE.
73 -1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 -3541 #8 x 1/2",Pan Head,TEK Fastenal Steel
PH.941-380-1574
1 5/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: + s �5°� 3/16^ —3^ BOM AND EXTRUSIONS
5,7,11,MSN15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,T USED:
69 —�1
718" 1116° 0
SCREW SUPPORT-3113 DRAWN BY: DATE:
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 40F6
owegm
WINDOW SYSTEIMS
6•MAX(TYP.) 17"MAX O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I i SEE NOTE 2
10 1!2" 8100 PVC
MAX O.C. SINGLE HUNG
(TYP.)
�— O INSTALLATION IMPACT
ANCHOR(TYP.)
I I n N
ZZ I I o m
o
–IknfTGFWL Y F
4"(NP)JFT— wInm �
I I
I I LL o 0
101/ ¢ �w ZO W
MAX O.C. W Ir F. X
(TYP.) C7 d
I ^ I z U
I 4 I oOLLI
V �
L1 :3 ¢ O
4-CrYl d] Q 0
4"(TYP.) NO ANCHORS REQUIRED IN SILL
ANCHOR LAYOUT-(FLANGE) `�JGP;•�� SF•
v. NO 58209
a: cir
NOTES: ZO:•• STATE OF :flu:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. i���Os,•S.<O R 1 O Pa•Cj,��,�
I N S +i+i�ONA1�ttt�
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. 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#: 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:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:15 50F6
TYPICAL HEAD ANCHORAGE
- - - MIN.EMBEDMENT SUBSTRATE WINDOW$ T
MIN.EDGE DIST. SEE TABLE 1 BY OT 'L S 1900 SEMS
- - SEE TABLE 1 - - 1/4"MAX SHIM SEE TABLE 1 W 44TH AVE.
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW_CWS,CC
SEE TABLE 1 1 _
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 8100 PVC
INSIDE
ANDER o SINGLE HUNG
INSIDE AND OUT INSTALLATION ANCHOR PI
SEALANT BEHIND SEE TABLE I IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
p V7 N
rz
V OGo LLJ
O TO Q
PBYINSTALLER
ETER SEALANT
INSTALLATIONANCHOR E AND OUT w m m
SEE TABLE 1 SEALANT
GE BEHINDINSTAER m a Z
a o O
CONTINUOUS DOUBLE 3/16"BEADS OF1 HORIZONTAL SECTION o
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w Z W
PERIMETER AT ALL INDICATED POINTS aw O
BETWEEN FRAME AND BUCK BY INSTALLER. o S2 o-
U
' 1/4'.MAX SHIM
SEALANT BEHIND uj
FLANGE BY INSTALLER
m ¢ Z
PERIMETER SEALANT MIN.EMBEDMENTBYINS
NALLER
SIDETAND UT SEE TABLE I ,���GQ�?• O......GP's
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v: No 58201 ""�-P
SUBSTRATE BY OTHERS =_
SEE TABLE 1 MIN.EDGE DIST. *'
SEE TABLE 1wx
G
VERTICAL SECTION �9Q:• STATE OF :W
6 TYPICAL SILL ANCHORAGE ,�S'� OR;p �
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4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER . NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"TW TAPCON 1" 2" INSIDE AND OUT HORZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" s BOX IFRAME INSTALLATION SHEET DESCRIPTION:
GRO - 2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
1 3/16"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,
2XMIN.SOUTHERN P = 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 HILT?KWIK-FLEXOR TW FULL THREADBAT 06/18/12
7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG B: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE;
SHEET
1:2 60F6
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