HomeMy WebLinkAboutProduct Approval 12/7/2018', Florida Building Code Online
BCIS Home Log In User Registration 1 Hot Topics i Submit Surcharge Stats&Facts i Publications I Gaota Us BCIS Site Map s Links Search
FI 1743
Product Approval
:USER:Public User
Product ARoroval Menu>Product or Application Search>QRplication List>Application Detail
+ + FL# FL16177-R2
SCJ
Application Type Revision
Code Version 2017 (-
Application Status Approved ,/o-"—
Comments
Archived @
Product ManufacturerCustom Window Systems Inc.
Address/Phone/Email 1900 SW 4 ve
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc 61-11:14!=ad '/,Iuno0 alon, '1S
Authorized Signature Kevin Pine 8
10Z 9 ba ® �J13a
kpine@cws.cc
Technical Representative Jay Lathrop G 3-3 d
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory gle"Flung)
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 FL16177 R2 COI EvalReport812C.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
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.toddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ`/p3d°/p3d 1/2
.1217/2018; 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 10/03/2017
Date Approved 12/12/2017
Summary of Products
Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other:SH-8100 PVC Impact, no sill anchors required.Safety FL16177 R2 AE EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
back Next
Contact Us::2601 Blair Stone Road,_Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Q2Qyjght 2007-2013 State of Florida.:;Privacy Statement::Accessibility,statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® ice M
..........._..__..:...........................................................
.........................................................................._........
............................................
::: :=:
https://www.toddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBlPrafAGHlxisgtjUObEAbzoQ%3d%3d 2/2
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINCIOYV SYS'TER1S VfYff7U1L4lS//UU(S
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 8100 PVC
517/8'MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04001/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTR-- -- - ASTM EE-ATION TEST 13 0-0400 X09 PRESSURE AND GLASS TABLES z W W O ¢W z W
W zOz ���F=
63" _ __ I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED LL I-W 3 Z O�M
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=�¢D'w oO O
OVERALL I I DETAILS.W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U v0 1-O0 U d 2 I-of
FLANGE ANCHOR CALCULATIONS. U)I-z F-U)a
HEIGHT O z z0_O-?SU-
B I E GLASS6- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } ¢z LL w CI O=w0 z
DLO NOT REQUIRED. <¢�¢O F F
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o }
613/4" I I I LOw�0_j
MAX. USED AT FIXED MEETING RAIL AND JAMB. a z=(LO
UNIT O w D_=��
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. x = w 3 w
0 H D_
9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: °yylqugp'+r
X=OPERABLE SASH,O=FIXED SASH %°°a° p1+64y
303/16' I I .'G�AI '�'�� ,�
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
MAX. 26 7/8" LOCATION -4s- '%s
SASH `, I GLASS . ��C No 58201
HEIGHTX I DLO
B
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. k z
I I I C r�'K►Oti 101. STATE OF
LucasTurne
A A r
s
451/16" 2017-09-22
GLASS DLO 13:36-04:00
48 3/8^ 9/22/2017
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 RATING IMPACT RATING DWG REV.:
SECTION VIEWS.................................3
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCAL
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSi15hIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
a Z <znwo a
w zooz WM-
o
7/8°OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ZO ZO N mO<W W o o
1/8"ANNEALED DR TEMPERED 1/8'ANNEALED OR TEMPERED U U C y z D_F-U)a
Z— ZHMCQ
7/16"AIRSPACE 7/16"AIRSPACE Q O Z U N Z LLmoo U U
5116"LAMINATED GLASS 5/16"LAMINATED GLASS oLLZ
Lumo—
U t Z
1/8"ANNEALED 1/8"ANNEALED w o❑�co im W co w
. LL LU
090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT p W 1=-o d=m}
1/8"ANNEALED 1/8"ANNEALED ir
d Fx- a X d
QUANEX DURASEAL QUANEX DURASEAL ;+#r�irrMrr� �
IG SPACER IG SPACER ,4o ijioREW�dpi
47 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H'OR SIKAFLEX 552 `�� {.• `� (j,p�'moi
� .? '�.t SF'••'�.
14 11Z"GESS BITE 14 1/2°GLASS BITE x.44 r ka 532di `s
Cie=
48 48 %'Alti STATE OF 21644'
'tA'f
23 �rT°.,L ID �t��•
fe�tL`�q%,,O tFI
1 12 0 111010 10'4t�t�
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPT N:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: .
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCA E: SHEET
1:1 2 OF 6
'MNDO�Ll®��
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CW S.CC
45 32 7 53 lz
45
8100 PVC
70 ® SINGLE HUNG
0
IMPACT
45
Q Z � QZ�
1 F- OWOW�o yW06
Q O
Z
14 32 LL F-w ZO�SZ=
Z Z=�Q�WOQ
3 14 54 4 O IMPACT
SECTION B-B O Z—�zCL ZF�cco
94 Z O O W Z)O-
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Q —20 u)z O LLZ
RIGHT SIDE SHOWS SASH SECTION VIEW. O F 0(z
wcn0winw
U) 0�EF-
14 39 O WH0 CLa:0
40 a a ��'a
7 2 8 �cg*4lgflllg7 !
71 9 INTERIOR +��,�sC 'vlV ,,,Q ���
lI s
48
+v;t Nv 59201 'S'p
62
OF FSS
14 53 141114
6 10
66
6 32
3 q 3 9/22/2017
16 _ 6
2 4 LUCAS A.TURNER,P.E.
3 FL PE#58201
30 1239 JABARA AVE.
0 NORTH PORT,FL 34288
PH.941-380-1574
Q SHEET DESCRIPT N:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE: .
BAT 06/18/12
D G# ..
NOTE: ITEMS NOT SHOWN FOR CLARITY:
CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SCAL: SHEET
1:2 3OF6
PAM LIST
FRAME CORNER
ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION
1 H5031 Main Fr.,SH,w/FI .,PVC,Head Mikron Vinyl
31/8^ �{ ®UUCi•
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16° WINDOW!SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC.L.Jb. Mikron Vinyl 1 f--2 3116' 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 3 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211116" 4 1 518" 1518"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" I ,,,6 8100 PVC
4
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl o !_ 1/16• CORNER WELD
(
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl ALL SIDES) SINGLE HUNG1;g
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 Som.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl F zo w w O o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1/2 F37 z w-o ¢23 H-1 rr w
y 13/16" w z0z 1rtKF
24 P-2190 Balanc99 reement,SBR KeBSI ymark Alum 9/e6 73 12 1 LL LL ~w O�n_
25 P-3059 Sash Cam,PVC BSI Plastic O O~O<¢W O O
26 P-3046 Take Out ClipBSI SS � 1 5/e• 2118• 1/16 U z ~z z��a
1/16" FIXED MEETING RAIL ❑ z—�—Z F.O ii
27 P-3783 Lock,Impact,PVC InterlockSCREWED TOGETHER WITH Z O z 0--Do-
1/16"28 P-0069 Keeper,Impact,PVC 0 LL
Interlock Zamac OUTS :8RAME } ¢ U w z=p z
F—LL C)
30 P-3215 Weep Coker w/Flap Gaer Plastic REINF,IMPACT HOOK-1112 F U C z
32 P-3429 Wst .,0.270 x.187 back FinSeal,Gra URrafab ~ 00
} O
P PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W LL f0 W p w U)ul
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o z—a
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel —1511 9116" 0 w F 0 w O
39 P-4051 W 98 x 1.250 Ph FH TEK,Wht. Hub City Steel ,/2" ,,/g,-{ t V8 y a F a Wwa
40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City Steel p I 7 5/16^�
45 P5752 Sea Seal r, Hole Schnee
Nylon 7/6" 18 1 5116^ 045" 19 ya����'p SORE61if �tt�r
P 9 y l— 1/16" 1116^44 P-3342
47 P-3438 Sikaflex 552 or Purfect Glaze•H" Sika/Henkel 1/16• 4``,",r�et � �•s,��'r
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 Z'r
51 P-3861 Temporary Lbl.(NERC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label ala" 5/8^ Va ms's STATE OF s
53 Sash SEE SHEET 2 GLASS 3116.
/16 314' r
54 Fixed SEE SHEET 2 GLASS T 3 9 '�yF < .....
56 P-3281 Spacer Duraseal 13 15116• 1116" 1• t/16' 7Er
�.+� ft}N �t �+`�
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16" —V 0 L 63 1 P-3218 IScreen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF.BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3226 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon_ LUCAS A.TURNER,P.E.
71 H-1835 Alum.Fixed Rail Keymark I Alum 0 8116" FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74
P:
3541 #8x 1/2",Pan Head,TEK F..anal Steel PH.941-380-1574
1 5116" 112" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5• 3116'
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50.55,57-61,69 s T 13' -{ BOM AND EXTRUSIONS
�O 70
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 -DWG#: -REV.—
CWS-812
.CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCA ' SHEET
1:2 4OF6
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.,
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
101(2' 8100 PVC
MAX.O.C. SINGLE HUNG
(TYP.)
-y— O INSTALLATION IMPACT
ANCHOR(TYP.)
I ¢ y W O
I I F p W 0
<L
p
(y W Z O Z .C z F
-_- `mrc RAL Z Z=�<x W p Q
4-(TYP.) 1 I p Z-NI-O W
I I Z oo:) --=U-
F-�LL2OOLL
�— ¢ ��OF-UtOZvi
Z
10112"
MAX.O.C. Z co 0cn O E/_l FW-
(TYP.) I 1 O W F=-0 EL W= cn
(L
_g#t
4'(TYP.) NO ANCHORS REQUIRED IN SILL +'wed "No Ma•" "Aj:.
ANCHORLAYOUT-(FLANGE) ~�= ;��
. i STATE OF ,W�
NOTES: *111''1161,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE 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 u: ..
CWS-B12 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1.16
5OF6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT (( ®t •
SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. $1 OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND SEE INSTALLATION ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q Z � ¢Z�
p ow co 1110 ,
rD
Ill D ZoZ}WME
PERIMETER SEALANT w F¢-W�Z H 3:z_
BYINSTALLER Z Z x 2¢W W O O
INSTALLATION ANCHOR INSIDE AND OUT U 0 cn FO Z a=F-D:
SEE TABLE 1 SEALANT BEHIND o Z-j z Z I-O U)
FLANGE BY INSTALLER Z U to--Z'(5-
<
h�LL2ZOOWZ
> ¢�OIU x0_
CONTINUOUS DOUBLE 3/16"BEADS OF (B",, HORIZONTAL SECTION Q 2 Q F-V C Z
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O O OW tD W
PERIMETER AT ALL INDICATED POINTS Z U)W p H -
BETWEEN FRAME AND BUCK BY INSTALLER. D_ =D. x O 5i p
0 WH0 W=Mc7
1/4"MAX.SHIM a I- D- a: Wa
SEALANT BEHIND
FLANGE BY INSTALLER
AN
PERIMETER SEALANT :,"" ""�'�Og •" ���i
MIN.EMBEDMENT +� ¢
BY INSTALLER SEE TABLE 1 y No 532Di bt
INSIDE AND OUT
:'9; STATE OF ��✓�
SUBSTRATE BY OTHERS SQ,% p
SEE TABLE 1 MIN.EDGE DIST. '4 tC ti O R
SEE TABLET
.D��Cy��,,��
VERTICAL SECTION � �i��N �' a���v`
N 1
6 TYPICAL SILL ANCHORAGE
9/22/2017
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"ITVV TAPCON 1-112" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
( ) BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU 117 PCF MN. 3/16"ITW TAPCON 1" 2" INSIDE AND OUT
( ) PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 HORIZONTAL SECTION
BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1318" 7/6"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ORAwN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD 910-16 HILTI KWK-FLEXOR RW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -DWG#. REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCA E: 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 812C
August 29,2017
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 61 G20-3.005 (4). This product complies with the requirements of the 6`h
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-812C, 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-812C, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• 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 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
71 have evaluated the materials in these NOAs and find that they comply with the requirements of the
6th 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.
V0111201%
Ott
Lucas «
Turner
-��
2017-08-30 'All s T OF ,
16:11+20:00 4�r 8/29/2017
�'°r ` `' •� '' �'t�`� Lucas A. Turner, P.E.
FL PE#58201