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7/5/2015 Florida Building Code Online
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Product Approval Menu>Product or Aoolication Search>Anolication List>Application Detail
O-I ' FL# FL16177-R1 I'
Application Type Revision
Code Version 2014
Application Status Approved
I
Comments
Archived
i,
Product Manufacturer ((352)
ustom Window Systems Inc.
Address/Phone/Email 900 SW 44th Avenue
cala, FL 34474
368-6922
koss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
i
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 Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer I:
+- Evaluation Report- Hardcopy Received
ii
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
i
Quality Assurance Entity Keystone Certifications,!Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
J` Validation Checklist!-Hardcop Received
Certificate of Independence FL16177 RI COI EvalReo CWS-8128(SH-8100. IMP. NoSillAnchl.odf
I�!
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 j 1994
Equivalence of Product Standards I'
httpsl/fioridabuildi ng.org/pr/pr_app_o.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj Dbm BiPj uPdYuGeM 3yYu1882%2tiJrew%3d%3d 1/2
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7/5/2015 Florida Building Code Online
Certified By
I
Sections from the Code
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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 j
SummarV of Products
,I
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 RS II CWS-81l2B(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 11
Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 RI 'AE DuPont PVB NOA 13-0129 27 Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass F1_16177 RI AE EvalR6 CWS-8128(SH-8100 IMP
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 'AE Ouanel(Mikron) NOA 12-1017 02 Ddf
Created by Independent Third Party: Yes
jlBack Nczt
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
i
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 responselltg 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:
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URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. Fj'BPE C.O.A. #29779
Evaluation Report 812B
i
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 5171/1 x 613/4"unit size,
+/-70 PSF, no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`''Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 51h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone'' The product testing
standards performed are outlined below.
Technical Documentation: I.
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.
i
Installation: Units must be installed according to approval document CWS-8121'.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heig1lts 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. 13-012'9.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 51h Ed. (2014)Florida Building,Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor wi'�l 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.
,`l�yUllil/l��
' , G '.
,•'v :
No
4/18/2015
x Lucas A. Turner,P.E.
C7:�, S CITE; OF :amu i, FL PE#58201
C�
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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)
531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X".
178 AX.UN T WIDTH SINGLE HUNG
4711/,6'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 n a
- -
-- - - - -- ---- =- - - INFILTRATION TEST PJ3ESSURE AND_GLASS-TABLES
- -
ASTM E-1300-04. - — - _- -— ----- ———— -o !
v o ¢
63' _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o - m
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y < -•
OVERALL _ I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE - -- --- -- - -
ANCHORCALCULATIONS. - - --- - - - - - - - - - - -
z
HEIGHT
O U Z
I B 26,31,s' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE °LL° o O
B
GLOSS NOT REQUIRED. < Lp
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ O
61
MAX. I I USED AT FIXED MEETING RAIL AND JAMB, cl
a n~
UNIT LL
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. < o U
CD
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ¢ o
X=OPERABLE SASH,O=FIXED SASH m ¢ O
Z
30 3116' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
18"SAS `, I GLASS LOCATION. ��`�"'JOR �
mill"267
t
HEIGHT X I DLO %�` P�,.....
g 11.EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4"FROM BOTH ENDS. Gp' �GENSF GQZ+
O v t No 58201
STATE OF
s A
451116"
GLASS DLO
48
1--
48 3/8' 4/11/2015
MAX.snsH 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.....I 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 3CAL
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
di
tD N
Q —
o � O
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS q }
1/8'ANNEALED OR TEMPERED 1/8-ANNEALED OR TEMPERED - --- - ---- - --- - -- - - - - -- - (n --
O1 N Z
7/16'AIRSPACE 7/16'AIRSPACE LL b p
Q N (n
5116"LAMINATED GLASS 5116"LAMINATED GLASS
N O Z W
1/8'ANNEALED 118'ANNEALED w
w j
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w LL Q
118"ANNEALED 1/8"ANNEALED p Ov N
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
4 PURFECT GLAZE'H'OR SIKAFLEX 552 4 PURFECT GLAZE'H'OR SIKAFLEX 552 m Q Z
•,`�srUnrlgrr��i
14 1/2"GLASS BITE 1/2"GLASS BITE ••� Pr:,OREKr),GG
1a ;•GpS.��GENS�..PYy
48 48 ?v No 58201 •'��
3
1 1 'roO .xz
�90� STATE OF
1OfVA11 E�C1�•
SASH LITE r
FIXED LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWGW: REV.:
CWS-812 B
SCALE:. SHEET
1:1 20F6
INTERIOR
QMtEMSM
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
45 3 53 1 38 13 3 3 4 45 W W W.CW S.CC
8100 PVC
° 0 ® SINGLE HUNG
0
IMPACT
45
_1 - -- �_ - — - -- -- -- ---- - - - ----- --__ ==---_ co Lli -
- ¢
o � o
14
3 --3 -- 14 54 _ 14 65 66 63 19 4 w m m
-SECTION B-8 - - -- -- --
cn
U Z
54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL o 0
RIGHT SIDE SHOWS SASH SECTION VIEW.
m
N W Z W
lD
W Q ir
14 39 w LL 0
U
40 8 Q-U
8 w
7 0 ¢
1 3 INTERIOR m ¢ o
s
No 58201 :�•
53 "9; STATE OF :4U:
65 10 �ii�cc .<O R%D
66 1 ' NA�
6 3
3
1e 3 4/11/2015
6 LUCAS A.TURNER,P.E.
2 4
FL PE#58201
3 1239 JABARA AVE.
3o NORTH PORT,FL 34288
O
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: 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 30F6
PARTS LIST FRAME CORNER avEm
j�fT1 PART 1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION /d(/�1 H�031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl3 va- I(\]n��"/JI"�2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 t5ns"
3 H-6031 Main Fr.,SH,w1Flg.,PVC,L.Jb. Mikron Vinyl 1 f 2 3116 OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 TI a WWW. FLORIDA 34474
6 S-1577 Impact Hook Keymark Alum 4 10 I 1//WlV•CWS.CC
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16' 1 5/8' 1 518'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum $�0�PVC H-6028 Sash Bottom Rail,PVC Mikron Vinyl L 1/16" CORNER WELD
(ALL SIDES) SINGLE HUNG
Lr
12 H-6004 Sash Sidefrop/Bot.Rail Mikron Vinyl 1:8
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 N
19 S-6014 Scm.Adapt.,PVC,Vert. — - -Mikron- -Vinyl— - - — — -- -—-1 112' - - - -- = - _—--———='o �5 w,_
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3116 3 v o ¢
23 H-1699 Reinforcement,SBR Keymark I Alum 718' o o
24 P-2190 Balance BSI25 P-3059- Sash sns 12 1 ¢ }
26 P-3046 Take Out Clip - - BSI-BSIPISSic - — } 1/16' Sib" - _ 21!8'1 1/16' w m m
FIXED MEETING RAIL -- - - Cf) --
27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH m a Z
1/16' OT RFRA E LL O
ru 11
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 < cn
30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 N o Z >
32 P-3429 Wstp.,0.270 x.187 back RnSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w Q 0 W
37 P-4638 #8 x 2-1/2 PH Mad.Truss,Type A,TEK 2 Fastenal Steel ° n-
6-
38
~.
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/16' W z ¢
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 116 5ns 1 t/9 y o p0 c)
40 P-0264W 98 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 2 ¢ o
44 P�342 Seam Sealer,SM-5504 Schnee 7/&' 16 1 5/1 s' 19it
45 P-3752 Cap Plug,1/2"Hale M&M Nylon 1116' 045" 1/16 m ¢ O
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16
48 P-3352 Set.Blk.,85 Dur.,118'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 �.�`P�yOREti, 111,,��
51 P-3881 Temporary Lbl.(NFRGDP) : ENS'•LQ!�
52 P-3613 CWS Lbl.(logo) Pro Label 5/8'
53 Sash SEE SHEET GLASS 3/4 f4a 1/4' F- z�; Na 58201 •:;o
54 Fixed SEE SHEET2 GLASS 316 3 I 1a
56 P-3281 Spacer Duraseal T 13 75/j1/16' 1 s7/L-1116' Z13. STATE OF
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1116' 10.
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i�F'F<O R 1 C
64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.RIS.S.R.-1498 �' S7•
"y
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass �i��/�NA1{{1%�.
66 P-3228 Screen Spline,.155 Dia,Blk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum 4/1112015
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 I Alum 0 3/16- 123FL 9 PE#58201 AVE.
72 S-6063 Cover,Fixed Rail Mikron Vinyl O
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P�541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 112" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6 5" 3/i6'� 3' -{ BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/8' 3 O 0
1116' 7—
I 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
6-MAX.(TYP.) 17'MAX.O.C.(TY .)
WIN\ EMS
6'MAX.(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
10112. 8100 PVC
MAX.O.C. SINGLE HUNG
(TYP.)
J_ O INSTALLATION IMPACT
ANCHOR(TYP.)
Q
a o �
- - _---- MTG RAIL
W m m
'raw.) -- — - -- -- - - -- - - -- - — - - - - to -
I I
LL p
C N U)
Y O
101/2' /\ w ZO W
MAX.O.C. W ¢ Q
(TYP.) o a_
1 I W LL
I 4 I Q u 0 W
W
R
¢ O
Zi
4'(TYP.) NO ANCHORS REQUIRED IN SILL ```P1y0RE1j, '4f,�i
ANCHOR LAYOUT-(FLANGE) Zs'
No 58201
NOTES: -.D STATE OF F1. mo
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,S E T 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 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 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 06/18/12owe u: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS1900 SW 44TH AVE.
SEE TABLE 1 114'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
EE TABLE 1
MIN.EMBEDMENT
PERIMETER TABLE
SEALANT SEE TABLE 1 SEEDGDIST.BYINSTALL8100 PVC
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND
INSTALLATION ANCHOR
FLIMPACT-
FLANGE BY INSTALLER 1/4'MAX SHIM SEE TABLE 1
�"23 N
=-
^ w
o 6 O
PERIMETER SEALANT
BYINSTALLER ¢
--
INSTALLATION ANCHOR-- -- - - "-- -- - -- - --- ___ INSIDE AND OUT
SEE TABLE 1 - - - - - - --- -- ------ - -— --- - -- ------ -- - -- - — - - — - -- --SEALANT BEHIND - - - - - -- - - U -
FLANGE BY INSTALLER m O
\ LL p
CONTINUOUS DOUBLE 3/16"BEADS OF t ` HORIZONTAL SECTION N Z
6 TYPICAL JAMB ANCHORAGE w w
TREMGLAZE U160D SEALANT AROUND ¢ O
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER. p O D-
LLCC
114'MAX SHIM p
SEALANT BEHIND
FLANGE BY INSTALLER _ ¢ a
m ¢ O
Z
PERIMETER SEALANT MIN.EMBEDMENTBYINSTALLER
INSIDE AND OUT SEE TABLE 1 %I`tPr10RE W,T I���i
QlP. GEAIgFG�Qtis
SUBSTRATE BY OTHERS No 58201 ^:�-P
SEE TABLE 1 MIN.EDGE DIST. -
\ SEE TABLE 1 ^-II' Ir
�A 1 VERTICAL SECTION . STATE OF :4t:
6 TYPICAL SILL ANCHORAGE
G.
4/ 2015
TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU "117 PCF MIN.) 3/16ITW TAPCON 1" 2" INSIDE AND OUT
( PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON�5 1^ 1" rC HORIZONTAL SECTION
6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3116"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-318" 718"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6