HomeMy WebLinkAboutProduct Approval (3) PRODUCT APPROVAL NUMBER :
FL #16177.1
OPENING IDENTIFICATIONS:
3. SH
4. SH
5. SH
6. SH
7. SH
17. SH
18. SH
19. SH
20. SH
21 . SH
22. SH
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I OFFICE OF THE
' FL# FL16177-R1
SECRETARY 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
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
I Validation Checklist- Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalRep CWS-8128(SH-8100. IMP. NoSillAnch).odf
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
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QgDbmBIPjuPdYuGeM3yYul882°/`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
L161
# Model,Number or Name Description
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-812B (SH-8100, IMP, NoSillAnch).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 Rl AE DuPont PVB NOA 13-0129 27.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReD CWS-812B (SH-8100, IMP,
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.1)df
Created by Independent Third Party: Yes
Back Ne c
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,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:
U k-1-3011 ` reg. M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr appAtl.as px?param=w GEVXQwtD gvyf4ngAXh 10y8Qtj D bm BI Pj uPdYuGeM 3yYul882%2bJ rew%3d%3d 2/2
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`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`h
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 5th 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.
P 1.10 RE V►� ��i�
.......... TG �.
No .5 241
4/18/2015
Lucas A. Turner, P.E.
9�:• STATE of FL PE#58201
,����•�� ° R� Lucas A. Turner
�aiiii�;';z•�`` 2015-04-18
SINGLE HUNG - LARGGENERAL NOTES:E MISSILE IMPACT l®Df�l'
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 0
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 ne"MAX.UNIT w1GrH-- 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 � w
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- -- ASTM E-1300-04. o ! F
63" _ __ __ _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX.
DLO
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y
OVERALL 1 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS. N
HEIGHT v N Z
B O B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m o O
SS NOT REQUIRED. o N m
N Z
I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O
61 MAX4" 1 1 USED AT FIXED MEETING RAIL AND JAMB. o LL iL
LU Ir
LU
LINT HEIGHT - --- 8.SERIES/MODEL DESIGNATION SH-8100. a p 0
LU
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: s
1 71
X=OPERABLE SASH,O=FIXED SASH m ¢ O
30 3/16" 1 1 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
HEI T GLASS LOCATION. ,``,�y`P...... l)161 0
X
x 6 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
No 58201 :11
1 6 - Z
LJ Lucas A. O' Z
STATE OF
-- -- - Turner -. P•� �.
A - -- A -- 2015-04-11
6 15:15-04:00 '�!!!li�NA; `•�`,
451/16"
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
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACMRATING DWG#: 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 MISSALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
20�mw
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
di
In N
O F
O
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS 2 Q }
Lu m m
1/8"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED y
U a Z
7/16"AIRSPACE 7/16'AIRSPACE mLL S O
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS N o Z >
Lu
1/8'ANNEALED 1/8'ANNEALED a j Oir
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 0_
W LL D:
1/8"ANNEALED 1/8"ANNEALEDp U N
DURASEAL BY TRUSEALir
DURASEAL BY TRUSEAL
4 PURFECT GLAZE'H"OR SIKAFLEX 552 PURFECT GLAZE"H'OR SIKAFLEX 552 m Q 0
14 1/2'GLASS BITE 14 1/2"GLASS BITE `,`��y,Pp10RE4V,TG�i
,G ��G E NS'-. Qy%
48 :�t No 58201 •'.
3
1 1 '9•• STATE OF *W
0 40.x' P,'
tcS•[O R to• �N
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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
DWO r REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR
90�mw
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 3 53 1 381 3 3 4 45
0 8100 PVC
0 ® SINGLE HUNG
0
IMPACT
45
m aow
g � o
14
3 14 14 65 66 63 19 4 W -cc m
SECTION B-B
L) a O
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, um
RIGHT SIDE SHOWS SASH SECTION VIEW.
W a w
Lu Ir F
a t7 0-
14 39 Ir
2
Q
N
8W
1 3 INTERIORm a Z
9
48 •��O`PNCREW
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Ar-
14 3 �9�; STATE OF '4f,Al
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�'*SS/ONA��N•`�•
8
4/11/2015
1e s
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
C� NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DW •: 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 29�0�REM PARI# DESCRIPTION VENDOR MVinyl CONSTRUCTION,S ,w/Flg.,PVC,Head Mikron Vinyl 31/8"2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl
43q
15/16" 1900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Fly.,PVC,L.Jb. Mikron Vinyl t fes-23/16"
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 TI OCALA,FLORIDA 34474
Ii 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 3 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16" 4 1
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' Ing 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1/16" CORNER WELD
12 H-6004 SashSide/T Bot.Rail Mikron Vinyl (ALL SIDES) SINGLE HUNG
13 S-1498 Reinf. .B. ./ .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 m N
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron I Vinyl 1 1/2^ m w ui
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 g
13116• g � p
23 H-1699 Reinforcement,SBR Keymark Alum 7/8"
24 1 P-2190 18alanceBSI 9/16�� 1 1 Y
25 P-3059 Sash Cam,PVC BSI Plastic �r1 w m m
26 P-3046 Take Out Clip BSI SS VV ��LL(�^IF---- /16• 1 518" 2 1/8" 1/16" FIXED MEETING RAIL (p
1SCREWED TOGETHER WITH U a Z
27 P-3783 Lock,Impact,PVC Interlockm
1/16" OUTERFRAME LL O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 v (A)
30 P-3215 Weep Cover w/Flap Gaer PlasticREIN ,IMPACT HOOK-1112 j
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray UltrafabPVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 2 O Cc
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a. o as
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16 9/16• r`
Z U
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2 1 1/e 5/16" 1
8"
9/'6.p
a 0 rn
40 P4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 � ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 15/16• 1s
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16. I 0�" 1/16• m a z
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16 L
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 P�yORE
51 P-3881 Temporary Lbl.(NFRC/DP) �.•�p`?;�GENS'• GQ�i,,
52 P-3613 JCWS Lbl.(logo) Pro Label yg•
53 Sash SEE SHEET 2 GLASS
314 5/8
3/a 1/ F- :�: No 58201 L
54 Fixed SEE SHEET 2 GLASS 3116 3 14
56 P-3281 Spacer Duraseal T13 15/16" 1/18• 1 9 7/8"
62 P-3218 Screen Frame,Horiz. Allmetal Alum �1/1g �— 1/16 L �:•• STATE OF :4U
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ,�'�F%4 O R 1 O P:N,
65 P-3581 Screen Frame
th,Cox 16 Fiberglass lass AlllmetalBetterwFiberglass REINF.S.B.R/S.S.R.-1498 '����SS�ONA1�t0`',,
66 1 P-3228 IScreen Spline,.155 Dia.,Blk. Dapa Vinyl �
67 P-3029 Screen Pull Tab Summit Alum 4/Z-. 5
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 3118• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-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: 5' 3116
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 3^ { BOM AND EXTRUSIONS
7//" 1/16• rO 0
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
5-1577 DWG#: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4OF6
6-MAX(TYP.) 17"MAX O.C.(TYP.) WINDOW SYSTEMS
6"MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
I I 8100 PVC
101/2"
MAX Q.C. SINGLE HUNG
(TYP-) IMPACT
L O INSTALLATION
ANCHOR(TYP.)
N N
I IZZ Lij
I I m c
Q
fV O �
--- MTGMIL YO ~
4"(TYP)Ji w m m
I I
I I LL o Q
Y N L
Y O
101/2" /\ fr 2 O
LLJ
MAX O.C. (L H
(TYP-) O a_
LL
I 1 H ZO L)
I I QO O N
W
�
2
4"(TYP) __ __ __ o] Q Z
4"(TYP.) NO ANCHORS REQUIRED IN SILL %%'0 0RE f "o
,%`%oc.r...ENS"T& 4�
ANCHOR LAYOUT-(FLANGE) ��JG: v F '" -
v. No 58201
NOTES: Z 13, STATE OF
INSTALLATION1.INSTALL ONE ANCHOR AT EACH LOCATION.
2.SHIM AS REQ AT EACH INSTALLATION A CHOR S NG LLOAD 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
DWG s: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,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(E)(TERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT 20�mw
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT �IN�EDGIE
BYINSTALLER SEALANT SEE TABLE 1�VA SEE TABLE DIST. 8100 PVC
INSIDE AND OUT SINGLE HUNG
INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
IA N
ZZ Go
W
O ~Q
0
PERIMETER SEALANT y (.-
BYINSTALLER Q Y
INSTALLATION ANCHOR INSIDE AND OUT w m m
SEE TABLE 1 SEALANT BEHIND 1n
FLANGE BYINSTALLER m °1 O
LL p
CONTINUOUS DOUBLE 3/16"BEADS OF �B� HORIZONTAL SECTION N o Z j
6 TYPICAL JAMB ANCHORAGE wLU
TREMGLAZE U1600 SEALANT AROUND ¢ ¢ O rr
PERIMETER AT ALL INDICATED POINTS a Q H
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
� Z U
1/4'MAX SHIM p 8 w
SEALANT BEHIND j ¢
FLANGE BY INSTALLER
m Q O
Z
PERIMETEBYINSTALLER R��T MIN E
S ETABLEDMENT ����`"NpREW 'f,�,
INSIDE AND OUT ���y P •TG moi,
.-'\G ENSF.:�y�:
SUBSTRATE BY OTHERS :• No 58201 •'.�A
SEE TABLE 1 MIN.EDGE DIST.EE TABLE 1
VERTICAL SECTION '�:• STATE OF •:4u Z
j
6 TYPICAL SILL ANCHORAGE ;��'C(n•A' R1 t.�'��-,
4/ 2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SU ANCHOR TYPE ST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
117 PCF MIN. 3/16"ITW TAPCON INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• 8 HORIZONTAL SECTION SHEET DESCRIPTION:
BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 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 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 KW IK-FLEX OR TTW 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 C 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
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6