HomeMy WebLinkAboutProduct Approval 7/5/2015 Florida Building Code Online
`k
s
y.. _
& BCIS Home 11 Lo In User
;orifi Dep3K(reR;� 9 Registration Hot Topics Submit Surcharge i Stats&Facts Publications j FBC Staff BC[S Site Map : Links Search
Busines�� `�
Professional " PER:Pub Approval
USER:Public User
Recaulation
Product Aoproval Menu>Product or Application Search>Application Lis[>Application Detail
ilA c' aa` 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
koss@cws.cc
Authorized Signature Koss Erin
ekoss@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 L=Hu3D
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i" 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
V Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-812B(SH-8100. IMP. NoSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/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
httpsJ/floridabuilding.org/pr/pr_app_o.aspx?param=wGE\/XQwtDgvyf4ngAXh10y8QtjDbmB]PjuPdYuGeM3yYul882%2bJrew%3d°/pad 1/2
7/5/2015 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
fF
ry of Products
Model,Number or Name Description
SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
of Use Installation Instructions
ved for use in HVHZ:Yes FL16177 R1 II CWS-812B(SH-8100. IMP. NOSillAnch).Ddf
ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
t Resistant:Yes Created by Independent Third Party: Yes
Pressure: +70/-70 Evaluation Reports
SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf
required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReo CWS-8126 (SH-8100. IMP.
s to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
F3ack Next
Contact Us:: 1940 North Monroe Street.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 dick here.
Product Approval Accepts:
M
scLuritvauei uas
https://fl ori dabui ldi iig.org/pr/pr_app_dtl.aspx?param=wGE\/XQwtDgvyf4ngAXh10y8Qtj D bm BI Pj uPdYuGeM 3yYul882%2bJ rew%3d%3d 2/2
URNER1239 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 61 3/4"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 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
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 5h 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.
kt�y�LlIIPrrar..
,O R1=1+�r {ri
-4 : tvm 582111 :-;0
4/18/2015
Lucas A. Turner, P.E.
X0 . .
1sraT� �� '4. FL PE#58201
�`�.4 O Fj \3 X��$.`��
rr�`f l�N Ay t%%
GENERAL NOTES: gmnffl
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO 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)
531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
1 7/8 AX.UN T 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-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. o T°
63' _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR F-
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
HEIGHT z
O UN Z
B I B 26 13/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE mLL o
GLOSS NOT REQUIRED. o N
rn
N � Z
1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTW cc W O ¢
61 3/4"
I 1 USED AT FIXED MEETING RAIL AND JAMB, o cc i1
CUNIT
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. < o U
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a it O
X=OPERABLE SASH,O=FIXED SASH
I 1 m ¢ O
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
M 26 718"HEIGHT i p OSS LOCATION. ,,��y�P ORE4..rTG����
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �41
VPr•��GE�SF•.Pr��y'
I No 58201
4 s —
I --n. :rrr
"'SI STATE OF +`
451116
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
SECTION VIEWS.................................3
RATING Dw�a: REV.:
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SC
Aws- s12 B
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
to N
m w
O r <
Q
p � ❑
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS
w m In
1/8"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U)
U N Z
7/16'AIRSPACE 7116"AIRSPACE m o O
e N
5/16'LAMINATED GLASS fn 5/16"LAMINATED GLASS N o Z j
1!8'ANNEALED 1/8"ANNEALED a j O
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w LL Q
1/8'ANNEALED 1/8'ANNEALEDO
p v w
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL = ¢ ❑
4 PURFECT GLAZE'H"OR SIKAFLEX 552 47 PURFECT GLAZE-H'OR SIKAFLEX 552 111 m ¢ Z
♦♦%tt'k4OREIQ�jT�i�i
14 1/2'GLASS BRE 112"GLASS BITE
14
GPSEIVSF..'PZ�:
48 48Al
�Ji: No 58201 :9
1 1 y33o; STAT E OF
OyNA' �,,,,♦
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
DW-d#: REV.:
CWS-812 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
45 3 53 1 38 13 3 3 4 45
® 8100 PVC
0 ® SINGLE HUNG
OL IMPACT
Incoco
3 14 54 14 65 66 63 19 4 - w m m
SECTION B-B U)
m N Z
54: NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a o O
RIGHT SIDE SHOWS SASH SECTION VIEW. ,� U)
WN Z W
CC
14 39 < o U
40 0a w W
�N Z) ¢ O
72
t 3 INTERIOR m ¢ z
48 �Ott,OREW"T4,�i
No 58201
STATE OF :w+
14 �.0,�• a p:,Z�
ss 10 �FS RIC?
6 3 7✓�'
3 n 2s 4//11/2015
18 6
LUCAS A.TURNER,P.E.
2 74 FL PE#58201
3 1239 JABARA AVE.
30 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 3OF6
PARTS LIST FRAME CORNER F—y�
REM PART# DESCRIPTION VENDOR MATERIAL31/8' CONSTRUCTION i ftyff /Q
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl
WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/FI9•.PVC,Sill Mikron Vinyl t 15!16^
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl
1 2 3/16" OCA A, LTH AVE.
2 CALFLORIDA 34474
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl FE3 e WWW.CWS.CC
6 S-1577 Impact Hock Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16• 1 5/8"
9 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' �� 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1/16' CORNER WELD
Lr (ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/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 5-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl n a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl om
1 1!2'
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 v o
23 H-1699 Reinforcement,SBR Keymark Alum 7/8° 1 3116" o o
24 P-2190 Balance BSI 9176 1
25 P-3059 Sash Cam,PVC BSI Plastic 1/36 1 21/8SCREWED TOGETHER WITH m m Z
26 P-3046 Take Out Clip BSI SS 1 5/8" ' t/16' FIXED MEETING RAIL z
27 P,3783 Lock,Impact,PVC Interlock 1/16 OUTERFRAME o O
28 P-4069 Keeper,Impact,PVC Interlock Zamac U 1:8 v U)
REINF,IMPACT HOOK-1112 0
as
30 P-3215 Weep Cover w/Flap Geer Plastic ¢ w � w
32 P-3429 Wstp.,0.270 x.187 back RnSeal,Gray Ullrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a in F 1r
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a 2 0-
38 P,3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116' 9/ts' r -{ z 0
39 P-4051 W#8 x 3/4 F Ph FH TEK, ad, Hub City Steel j ¢ o
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0
44 P,3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16' 19t-- '
45 P-3752 Cap Plug,1/2"Hole M&M Nylon -L- 1/16' oa5' 1/16' m a z
1/16'
48 P-3352 Set.Blk.47 P-3438 Sikaflex 585 Dur52 or .,1/81 x 5 8e 2"Lg . SIF.LoweQl P
Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �y�1.;pREK� 1"
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label5/8"
53 Sash SEESHEET2 GLASS 3!4'—{--� 3/4' I 1/a^ ��: No 59201
3/16' I ,7—{-
54 Fixed SEE SHEET GLASS 3 9 1a =- i
13 15/16° 1" 7/E' =-D:
56 P-3281 Spacer Duraseal 1116 1/t6' -.V. STATE OF
62 P-3218 Screen Frame,Horiz. Allmetal Alum T t/16' }— � 10.. ��
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ,1��'C"...O R tOa��\��`�
64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.RJS.S.R.-1498 ,�'�ss/ONAt
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betlervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl z�
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 0 3/18• 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
PH.941-380-1574
74 P-3541 #8 x 1/2",Pan Head,TEK
Fm
Steel
15/16' 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6 5" 3/16
J x_3•_1 BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,691 I 0
7!}3� 1/1 �
6' "J—
T DRAWN BY: DATE:
SCREW SUPPORT-3113
IMPACT HOOK BAT 06/18/12
S-1577 DWG 9: 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.(lY .) QStEM4S0
1900
SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
10 1/2'
I I
MAX.O.C. SINGLE HUNG
(TYP.) IMPACT O INSTALLATION
ANCHOR(TYP.)
to N
I17
o � D
---�MTGRAL Q
Lu m CO-
4'(TYP.) I I Cf)
m N z
I I LL o O
V N (n
101/2' /\ w ¢ Q
MAX.O.C.
(fYP.) c=7 a
W z m
I 4 I o w
Ll
Z) cc
4'(TVP.) —_ __ ——
m ¢ O
4'(TYP.) NO ANCHORS REQUIRED IN SILL 401,0"'i-DREk,
ANCHOR LAYOUT-(FLANGE) �'Jt': F '.F
No 58201 11
NOTES: 'p0 STATE OF :4:
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 1116'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 1 X 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 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: 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), FMAlWDMA 250(BOX WINDOWS),FMA/AAMANJDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMIS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
EE TABLE 1
MIN.EMBEDMENT WWW.CWS.CC
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. $1 OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLATSINGLE HUNG
SEALANT BEHIND SEE TABLEION ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
In N
a � � w
opo
PERIMETER SEALANT y F-
BYNSTALLER ¢ }
INSTALLATION ANCHOR INSIDE AND OUT I I I W m m
SEE TABLE 1 SEALANT BEHIND cf)
FLANGE BY INSTALLER m
0
\ Q N (n
CONTINUOUS DOUBLE 3/16'BEADS OF C 1 HORIZONTAL SECTION N o Z )
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w W O LU
cr
PERIMETER AT ALL INDICATED POINTS a =
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
crU
1/4"MAX.SHIM p 00 �
SEALANT BEHIND ¢O
FLANGE BY INSTALLER
m ¢ O
z
FA
BY NDE RAND R SEE TABLE EMBEDMENT �pt1DRE W ATG
�:• ••:��"
SUBSTRATE BY OTHERS _ = No 58201
SEE TABLE 1 MIN.EDGE DIST. -
SEETABLEI ^'n= -XZ
�1 VERTICAL SECTION ^0�• STATE OF
6 TYPICAL SILL ANCHORAGEOR
SfONA1
0
4/11/2015
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.) 3/16"FW TAPCON 1-1/2" 1-1/8" BYRI STALRE SEALANT 1239 NORTH
JABARA AVE.
INSIDE AND OUT NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2° PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 Box FRAME
INSTALLATIONTION
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
3/1s"n4v TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 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 HILT]KW IK-FLEX OR FFW 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.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD7/16. -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