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1217/2018 Florida Building Code Online
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Product ARoroval Menu>Product or AQDlicatlon Search>QR211catlon List>Application Detail
o FL# FL17647-R1 \ �,
Application Type Revision
Code Version 2017
Application Status Approved M
Comments
Archived 81
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 RECEIVED
Ocala,FL 34474
(352)368-6922 Ext 291 DEC 0 7 20 8
jlathrop@cws.cc
QualityAssurance Representative Arturo Monteverde ST. Lucie Coun , Permittln
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 the Lucas A.Turner
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
i Validation Checklist-Hardcopy Received
Certificate of Independence FL17647 RI COI EvaiReport882B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
TA 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.toridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg°/a3d%3d 1/2
• V
12/7/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products C
FL# Model,Number or Name Description
17647.1 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 II CWS-958B.pdf
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:See installation detail for sizes and DPs. Outer lite I.G. FL17647 R1 AE EvalReport958B.pd
to be safety glass when used above 30 ft. In HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
17647.2 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 II CWS-882B.p-df
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: Flange only, Max. size 51-7/8"x 72". Outer lite I.G. to FL17647 RI AE EvalReoort882B.pd
be safety glass when used above 30 ft. in HVHZ. Glass complies Created by Independent Third Party:Yes
to ASTM E 1300-04.
Back Meut
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 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 click here.
Product Approval Accepts:
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GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOWI SYSTEPIS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474
37" IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
MAX.O.A.FLANGE WIDTH
35 3/4" 2.GLAZING OPTIONS:(SEE SHEET 2)
[_
MAX.UNIT W IDTH 8100 PVC
319116 3.CONFIGURATIONS:"O/X". SINGLE HUNG
GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/D9.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 6 z ¢z O
I INFILTRATION TEST PRESSURE AND GLASS TABLES
_ 4 Lu
ASTM E-1300-04e01/09. z w_j o Co w
- -- 1 W ZOZ QM-
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 F cA Z 0 X�_
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z= ¢w W0 0
72' DETAILS.W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-.0 U<=F=
FLANGE B B ANCHOR CALCULATIONS, 0 Z--9 u)z Z I, �_
HEIGHT I O 1 I Z 0 Z V Z�0
1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ -- U) O u_V
I I
GLASS oLo REQUIRED. <Q�Q O w p=O z
70 3/4' I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O 0 F>_Z)
MAX.UNIT USED AT FIXED MEETING RAIL AND JAMB. Z w 0O�s2 F
HEIGHTa x C) Luo D:O m
1 8.SERIES/MODEL DESIGNATION SH-8100. a F~w0. w 3 a cn
g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: t��1110tasir
g X=OPERABLE SASH,0=FIXED SASH y4�tyt?REsy ryylyf
6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ;r"�� "":;��•�
LOCATION, v; No s92Lii S
34 5!8" X 1 6 11.WEEP SLOTS 1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. �, _ :a`
MAX.SASH
HEIGHT 31 3/8"
GLASS DLO
1 LucasTurne
Q
C 1
r
C 6 - 2017-09-22
A
14:09-04:00 Z
28 15116" 9/22/2017
GLASS DLO
32114 LUCAS A.TURNER,P.E.
MAX.SASH WIDTH FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
FRAME DESIGN PRESSURE DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 TYPE MAX. UNIT SIZE RATING IMPACT RATING EMK 09/18/14
GLAZNG DETAILS...............................2
SECTION VIEWS&ALT.FRAME........3DWG#: REV.:
EXTRUSIONS&B.O.M.........................4 FLANGE 35-3/4"x 70-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-958 B
ANCHOR SCHEDULE&NOTES..........5 FIN +/-65 PSF SCALE:
INSTALLATION DETAILS.....................6 SHEET
1:15 1 OF 6
�r
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
z �: ¢Zawo �
Z W.JO <rWr zW
W ZOZ �C?F
7/8.OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS o 1¢--W�'Z O�2_
Z Z22QofW pO
1/8'ANNEALED OR TEMPERED1/8"ANNEALED OR TEMPERED OU UO y OF Z IL F=..c j a
1/2'AIRSPACE 112"AIRSPACE Z pCD 0 cd:3— F-U U)
5116"LAMINATED GLASS 5/16"LAMINATED GLASS } ¢Q-Q Q W 0 c)p Z
1/8"ANNEALED 1/8"ANNEALED ¢ O }LL O
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a z U)a Cn O)o D�
1/8"ANNEALED 118"ANNEALED _~f W=0=tq
QUANEX DURASEAL QUANEX OURASEAL 1411254"
IG SPACER IG SPACER `,t`��N 0'4%14112541"
211EW ,�'
40 PURFECT GLAZE"H"OR SIKAFLEX 552 40 PURFECT GLAZE'H"OR SIKAFLEX 552 r�`.•L`�� 5' •."'"P. ,.ri�F
v.+' Na 55201 t�
36 112'GLASS BITE 36 112"GLASS SITE %.V. •a`
STATE 4F ftU
�
' 18 18 {Q q 90,x••\��`
2 �rH+ non
3 �
9/22/2017
LUCAS A.TURNER,P.E.
FIXED LITE SASH LITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
EMK 09/18/14
DWG#: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-958 B
SCALE: SHEET
1:1 2 OF 6
7 FINTERIOR] 10 31 21 7 WIN SYSMTEMS
1900 SVV 44TH AVE.
OCALA,FLORIDA 3"74
www.CwS.CC
13 13
8100 PVC
SINGLE HUNG
IMPACT
3
Z— z
F- awo WLL1000,
Z Lu-1 0 <r is LLI
36 W zOz w— t
36 37 32 0 ;z w >-0 X 3:Do
LL 1�w Z�-?:MT
z Zmm<fywoo
3 SECTION VIEW B-B 0 0�-0 <X�-w
0 (.)co�- a-p-co fL
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 z co Z F-M)cn
z oc:1 --DL)—
RIGHT SIDE SHOWS SASH SECTION VIEW. < z c)cn Z a
LL n 0 0 LL
0 w—=O'K
3 0 ��-�-17-Z ed
0:
w 0 w a)0 w(j)ILL!
LL U) 0-J CQ F-
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18
9/22/2017
33
4 LUCAS A.TURNER,P.E.
2 FL PE#58201
8 43 1239 JABARA AVE.
NORTH PORT,FL 34288
6 4 PH.941-380-1574
SHEET DESCRIPTION:
13 SECTION VIEWS
SECTION VIEW A-A DRAWN BY: DATE:
SECTION VIEW EMK 09/18/14
ALTERNATE FIN FRAME DWG#: REV.:
CWS-958 B
SCALE: SHEET
1:2 3 OF 6
i
w,
PARTS LIST
ITEM PART# DESCRIPTION MATERIAL VENDOR 3 1!e" FRAME CORNER
I CONSTRUCTION
1 H-1497 Reinforcement for STR ALUM NUM KEYMARK 311a" � a WINDOWSYSTEtMs
2 H-1699 Reinforcement for SBR ALUM NUM KEYMARK 5 1900 SW 44TH AVE.
3 H-1836 Alum.Fixed Meet.Rail ALUM NUM KEYMARK s ocALA,FLORIDA 34474
wWW.CWS.CC
4 H-6048 Main Frame,Fin,Single Hung PVC MKRON 7
314" 3 9/16"
5 H-6049 Frame Head,Flg,Single Hung PVC MKRON 1/16" 0 8100 PVC
6 H-6049 Frame Sill,Flg,Single Hung PVC MKRON o
7 H-6049 Frame Jamb,Fig,Single Hung PVC MKRON CORNER WELD SINGLE HUNG
ALL SIDES)
1:8 IMPACT
8 H-6050 Sash Top Rail PVC M KRON
9 H-6051 Sash Bottom Rail PVC M KRON PVC FRAME FLANGE-H-6049 PVC FRAME FIN-H-6N8
10 H-6052 Sash Side Rail PVC M KRON ¢ zww o
a d
❑
W zoz W_-�
Lu-j❑ ¢r z w
O
11 P-3029 Screen Pull tab STEEL HURLEY z
12 P-3033 Screen Spring STEEL FLASCREEN1 15/16"� 22 ❑ ¢m§E}o X�m
P 9 1 316' F-23/16' z Z 2 2¢W'0_
13 P-3113 Screw Support RUBBER TEAM PLASTIC I o o�o CS¢=o a�
14 P-3218 Screen Frame ALUM NUM FLASCREEN 10 9 a o z-SO z Z~�N
p 11 5/8' 1 5/8" SCREWED FIXED MEETING
GETHER WITH Q O z V Cn Z O LL U
15 P 3228 Spline VINYL FOAM DAPA Q Q
16 P-3321 Screen Corner Key NYLON FLASCREEN 1/16 q 1/16' 1/16' OUTER8RAME 3 o W C o?
17 P-3342 Seam Sealer SCHNEE o, r z)3 0 2
18 P-3352 Setting Block,85 Dur.1/8 x 5/8 x 2 RUBBER FRANK LOWE PVC SASH SIDE RAIL-H-6052 PVC SASH BTM.RAIL-H-6051 PVC SASH TOP RAIL-H-6050 Z Cn Lu`�o�to Iw-
19 P-3429 Wstp..0.270 x 0.187 back FinSeal NYLON ULTRAFAB 0 _ of w= >-
20 P-3539 #8 x 3/4"Ph PH TEK STEEL FASTENAL EL o 3 w�
1 1l2" �A4gtlllgl$
21 P-3541 #6 x 318 Pan Phil Tek STEEL FASTENAL 1 sns
P? REW lig
1 1/a" 5/8• 1/16" AN �"...,,,.
22 P-3581 Screen Cloth VINYL WIER 3 ��.� ,,r�o ;�!°p .,`
23 P-3752 Hole Plug,1/2" NYLON M&M1 3a a Na 582131
112" 1' 2 1/8" 1!16' 7/6"
24 P-3783 Lock,Impact INTERLOCK ;*:
25 P-4051 #8 x 11/4"Ph FFTEK,Wht. STEEL FASTENAL
26 P-4056 Sash Cam NYLON M&M CSCREENSUPPORT-56013 REINF.TOP RAIL-H-1497 SASH STOP-S-6025 !S�0*y�STATE OF AAV&Jz
27 P-4069 Keeper,Impact ZAMAC SULLIVAN ALUM.FIXED RAIL-H-1836 '%r��y�h0 Rio�•pN
28 P-4479 Weep Housing&Flap Assm. PVC M&M
29 P-4638 #8 x 21/2 Phil Truss SMS STEEL FASTENAL 3/a' I- 1/4°
30 P-4959 Ws .,0.420 x 0.187 back RnSeal NYLON ULTRAFAB 3/a°
31 S-1498 Reinforcement for SSR ALUM NUM KEYMARK 31 15!16' 2 7/a° ss 3 y
32 S-6013 Screen Support PVC MKRON 3118" 1/16' J— v1s° L 5116•—S— 1
33 5-6014 Screen Adaptor PVC M KRON REINF.S.B.R./S.S.R.-S-1498 REINF. BTM RAIL-H-1699 PVC GLAZING BEAD-S-6064 PVC SCREEN ADAPTOR-S-6014 9/22/2017
34 S-6025 Sash Stop PVC M KRON LUCAS A.TURNER,P.E.
35 S•6063 Fixed Rail Cover PVC M KRON FL PE#58201
1239 JABARA AVE.
36 S 6064 Glazing Bead PVC MKRON 045' " NORTH PORT,FL 34288
37 FRED SEE SHEET 2 GLASS CARDINAL LI 3- � 7EL�5116
PH.941-380-1574
38 SASH SEE SHEET2 GLASS CARDNAL 7r 0 13 SHEET DESCRIPTION:
39 Block&Tackle Balance STEEL BSI 15/11 6 3 L3r16" ALUM.FRAME HOOK-S-1577 BOM AND EXTRUSIONS
40 Purfect Glaze°H"or Sikaflex 552 SILICONE HENKEL/SKA L— SCREW SUPPORT-P 3113
41 #10 x 2"Pan Phil sms STEEL FASTENAL k—.4-9/16- 9116"l 718• DRAWN BY: DATE:
42 P-4657 #8 x 11/2"Phil Flat TEK STEEL FASTENAL C FIXED RAIL COVER-S-6063
r a3 EMK 09/18/14
1
43 S-1112 Reintorcemenl,Hook ALUM NUM KEYMARK 1/16• DWG#: REV.:
44 S-1577 Frame Hook ALUM NUM KEYMARK CWS-958 B
- ALUM.REINF.HOOK-S-1112 SCALE: SHEET
1:2 4 OF 6
WIN`�t�
4"MAX.(TYP.) EE NOTE 2 W W W.CW S.CC 6'MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) SEE NOTE 2 q"MAX,(7Yp,) OCALA,FLORIDA 34474
S
6'MAX.(TYP.)
INSTALLATION 8100 PVC
ANCHOR(TYP.)
SINGLE HUNG
M ' I
MAX O.C. IMPACT
O (TMP.) O
I I I I IL o � WMAX.O.C. F woow
(TYP-) wzrozWZ~
H ? n
wzl-3xp
I I --�rnraana I I Z zxm¢D_woo
O oi-o ¢=I.�
Z
4"(TYP.) Z pc� Z�U�
¢ H�LLMQOLLU
> ¢Q:Q w—x0?
X INSTALLATION X ¢ O O}}o�O ui
ANCHOR(TYP.) F. F-
I I I I w
LLflJ w U)In w(nw
I ^ I I I d z= CC m0 (n
o w�0� WxxU)
12 3/4' OL F_ n. of 3 a
MAX.O.C.
(TYP)
ANCHOR LAYOUT
YO T-(FLANGE) ANCHPSF DP+LA650PSF (FIN) +�� t G J$T{✓$yy�,�.
�. "cr;
�'9 i STATS of FW.'
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE z;
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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:
EMK 09/18/14
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 TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) 120 5 OF 6
3,
MIN.EMBEDMENT l`9�Yl9l1Y(Yl4Ut n(�`�jr
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEPoS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, TH AVE.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 W WW CWS.CC FLORIDA 34474
SEE TABLE 1 ,
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
8100 PVC
BYINSTALLER
INSIDE AN OUT SEE TABLE
ANCHOR SINGLE HUNG
SEALANT BEHIND (� MIN.
LEMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM SEE
Q Z � <Z3
PERIMETER SEALANT Z W.W-i 0 <_Cj)W on
PERIMETER SEALANT BYINSTTERS W Z O Z z n
BY INSTALLER INSIDE AND OUT o_ ¢y—}O O_ m
IL F W Z F3:n_
INSIDE AND OUT
INSTALLATION ANCHOR Z Z 2 2<W W O O
SEALANT BEHIND SEE TABLE 1 O O F-0,3<=r�
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O U rn I j Z CL F-rn a
SEE TABLE 1
/ FIN BY INSTALLER Q 001�j Z S U—
�B� HORIZONTAL SECTION / C� HORIZONTAL SECTION >- ¢ LL w O O?
B TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE ��O}?�ZZ
HEAD AND SILL SIMILAR FOR FIN INSTALLATION <
w I ca0www
jE Z—
Lu(L 0
D
O LUI—of w
1/4"MAX.SHIM CL
SEALANT BEHIND ot�i1�llulloj',
FLANGE BY INSTALLER O `,��\-"•"' Jy�yw
PERIMETER SEALANTy°N �`� � •• w,w;,
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 w*
PSUBSTRATE BY OTHERS / I a��''pO�ti�.STAT€
SEE TABLE 1 F-�MIN.EDGE DIST. w�yFs`"ti"O
\ SEE TABLE 1
�A l VERTICAL SECTION #r!1##9#ll}1iti
8 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS
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 TAPCON1-1/2" 1-1/6" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) 3116'ITW TAPCON V 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
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1.1/4" 2.1/2• D HORIZONTAL SECTION SHEET DESCRIPTION:
8 BOX FRAME INSTALLATION
FLANGE 2X MN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8„ 7/8„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0S5) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILT[KW IK-FLEX OR ITW FULL THREAD DRAWN 1: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING 09/18/14G SCREW THRU 0.060" 7/16' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: Rev.:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
1/8°STEEL(33 KSI MIN.) DRILLING SIMETER,BY INSTALLER.
CREW THRU 0.125" 7/16" PRODUCT ANCHORAGE SINSIDE AND OUT,FULL KIN ACCORDANCE WITH REQUIREMENTS AS CWS-958 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6 OF 6
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 958B
August 29, 2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,35 3/4"x 70 3/4"max.unit
size at+/-70 psf for flange configuration and+/-65 psf for fin configuration.
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 6°1
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-958B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3946-02,-2A,-04,and 4A,by National Certified Testing Laboratories,
Orlando,FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-
08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3946-2A
and 4A signed and sealed by Gerard J. Ferrara,P.E.)
4) Supplemental Calculations to support CWS-95813, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-958B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings with glazing as indicated in CWS-958B
• Achieves design pressures of+/-70 psf for flange and+/-65 psf for fm
• 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6,h Ed. (2017)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.
Lucas ' leotl�
Turner
2017-08-30
I-�s
16:13+20:00 } STATE OF ,.--4U
��;� 8/29/2017
t �•.v 4,.-f ``�' Lucas A. Turner,P.E.
FL PE#58201