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-% e:"!Product Approval
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Product Approval Menu>Product or Application Search>Application List>AppPcation Detail
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 Ext 245 j
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@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
9
Compliance Method Evaluation Report from;a Florida Registered Architect or a Licensed
Florida Professional Engineer
d� 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
! ✓1 Validation Checklist- Hardcopy Received
f �
Certificate of Independence FL16177 R1 COI EvalRep CWS-8128(SH-8100. IMP, NoSillAnch).Ddf
,I
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A4,40-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
httpsJAvww.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYU882p/o2borew°/p3dp/aid 1/2
11/312017 Florida Building Code Online
Certified By
Sections from the Code
' I
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
Date Revised 09/28/2017
Summary of Products
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 R1 II CWS-8128(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
Other:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1!AE DuPont PVB NOA 13-0129 27.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReD CWS-8128(SH-8100, IMP,
complies to ASTM E1300-04. NOSillAnch).ndf i,
FL16177 RV AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
eacic Next
i
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 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 deterrnlne if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
L .- WN eCkei:F. 'aa
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Credit Card
Safe.
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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)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
51 7/8"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-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a
INFILTRATION TEST PRESSURE AND GLASS TABLES to v til
ASTM EA 300.04. __ OR
_ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX.AX. - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD In m Co
- FLANGE --ANCHOR CALCULATIONS.-
HEIGHT O co a Z
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE u°°. c 0
I GLASS NOT REQUIRED. o rn 1n
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTIr ccCC
W Z W
61 MX I I USED AT FIXED MEETING RAIL AND JAMB. o d
UNIT
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a Z 0
0
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ o
X-OPERABLE SASH,O=FIXED SASH ±L
m a 0
M 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
SAg I GLASS LOCATION. pRe ��4
HEIGHT X I DLO ,p�5 PN.....W TG�ii
B 11.EXTERNAL W EEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `���
� No 58201 %'��
I 1 Lucas A.
'9'• STATE OF :RuS
-- -- - Turner ',�°,. -
A 2015-04-11 :,�' ........
..
6 A7 15:15-04:00 ' A61411111114%,/ N1y0���•.
451/16" z�.
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 _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 MISSILE IMPACT SCALE:
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
� N
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS
w CO m
-- -..
- ------— ----1/8"ANNEALED OR TEMPERED- 1/8"ANNEALED OR TEMPERED
U N Z
7/16"AIRSPACE 7/16"AIRSPACE S 0
5/16"LAMINATED GLASS 5/16"LAMINATED GLASSLu
$ o z
1/8"ANNEALED 1/8"ANNEALED o 1 0 tY
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w
z cc
U
1/8"ANNEALED 1/8"ANNEALED p V N
DURASEAI BY TRUSEAL
DURASEALBYTRUSEAL w
4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ 0
3 r
14
1/2"GLASS BITE 14 1/2'GLASS BITE ,,,p0�PNORE W�����,'
C
48 48 -4 t� No 56201 '�73
3 *' * •�*
STATE OF :4�
FIXED LITE SASH LITE 4/1112015
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
_
DWG#: REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
4 3 53 1 36 13 3 3 4 4
8100 PVC
D ® SINGLE HUNG
- - -- -- - - - -IMPACT
4
aa -- ^ "
o �
14 3 3 14 54 14 65 66 63 19 4 w m m
- - - - _ - - --- -— -- --SECTION-B-B - - - - - - - - m -
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Pi $
RIGHT SIDE SHOWS SASH SECTION VIEW. o
2 >
w
w F- ¢
o
14 39 a zZ V
40 U co
^ 28LLJ
7 cc O
1 _ 3 INTERIOR in a z
4e
No 58201 n�
9 STATE OF .•4U
53 �Q�, � ,•[U,
66
6 3 z✓�
3 3 4/11/2015
18 6
LUCAS A.TURNER,P.E.
2 7a 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 4: 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
12 30F6
PARTS UST FRAME CORNER
REM PART# IDESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION f! TIl7(C97�//I�TS4Y()•
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/Fig.,PVC,SIII Mikron Vinyl 1 1 15/16" 2 3116' WI D 44TH AVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl
2 OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,W/Fig.,PVC,R.Jb. Mikron Vinyl 3 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 15/8^ I-I 1118'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" L� S. 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl I� 1J 1116" CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 sash Side/Top/Bot.Rail Mikron vinyl - - 1.6 IMPACT
13 S-1498 Reinf.S.B.R./S.S:R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASHTOPRAIL-6027 - --
14 S-6064 Glz.Ed.,7/6" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Hodz. Mikron Vinyl ,e a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" o w
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl - - _ 13/16-
23
H-1699 I Reinforcement,SBR Keymark Alum Ile^ 1
o 0
24 P-219D Balance BSI s/16^^� �� Y F- •.
25_ P3059 Sash Cam,PVC BSI Plastic iM1116-
w m26 P-3046 Take Out CII BSI Ss- " 2116" 1/16^ FIXED MEETING RAIL r327 P-3783 Lock,Im act,PVC Intedack FIXED
OU TOGETHER ER WITH U w Z
P � 1l16° OUTERFRAME
28 P-4069 Keeper,Impact,PVC Interlock Zamac EI1:8 ell U))
RNF.,IMPACT HOOK-1112
30 P-3215 Weep Cover w/Flap Geer Plastic ¢ w w
32 P3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab PVC SASH SIDE RAIL-60D4 FIXED RAIL-1836 w 2 LD it
37 P-463B #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a
LL jr
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 15116" 9116° �' Z r,
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 5/16^
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel D I 18 p
44 P3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5n s^ 19ILI
45 P3752 Cap Plug,1/2"Hole M&M Nylon 1/16. 045" T- 1/16• m ¢ Z
47 P-WS Sikaflex 552 or Purfect Glaze"H" Sika/Henkel
1"',
48 P-3352 Set.Bik.,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 ���iP�jpREW��
51 P-3881 Temporary Lbl.(NFRC/DP) .GpS.��CENSfi �p2���
52 P-3613 JCWS Lbl.(logo) Pro Label 3/4. 5/6° +`J r
53 Sash SEE SHEET GLASS , 3/4" 1I4^ r- �: No 582D1 �:
54 Fixed SEE SHEET 2 GLASS 3176 3 9 to =*7 * G
56 P-3281 Spacer Duraseal �- 13 15/11 6" 1/1 s^ 1" 7/}° '-a C¢=
62 P3218 Screen Frame,Horiz. Alimetal Alum 1/16 L 1/16° 9: STATE OF Pu
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 L�FS+' 0 R O P Q+N
REINFstic .S.B.RJS.S.R.-1498
65 P-3581 Screen Cloth,18 x 16 Fiberglass Be64 P-3321 Screen Frame Comer Key it enue Fibetal rglass �iSillNAliyi��`�,
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl ZrL
67 P-3029 Screen Pull Tab Summit Alum
68 P3033 Screen Spring,SS Fl.Screen SS 4/11/2015
70 P---31 I L Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116" FL 1239 PE#58201 AVE.
72 S-6063 Cowr,Fixed Rail Mikron Vinyl O
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,-1 34288
74 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.94TION: 1574
1 SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5 3116°
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-r 0,55,57-61,69 6 h 3° -{ BOM AND EXTRUSIONS
7,}" 1116" r0 D
T-
SCREW SUPPORT-3173 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. scA E: SHEET
1:2 40F6
3 6"MAX.(TYP.) 17-MAX.O.C.(TYP.) WIPIDOW SYSTEFI6
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
101/2" I I 8100 PVC
MAX.O.C. SINGLE HUNG
(TYP-)�— _ -IMPACT
INSTALLATION - --
ANCHOR(TYP.)
I I t2 N
ARO M L
- - - - - - - -- - - - 4"(TYP:) - I - - - - -- -- - - I - - _ - ---_- - - - - -= - - -- - - m
w m (A -
t I LLo p
a a UJ
>
101/2" w p cc
MAX O.C. y 5 p
(TYP.) o c7 a
C U w
m ¢ Z
4"(TYP.) NO ANCHORS REQUIRED IN SILL �00 t4lDRE W I10,i'
ANCHOR LAYOUT-(FLANGE) JV:• F•'•.LF'�
No 58201
NOTES: .ro
'90t• STATE OF ;mow;
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ii��S.,C O R 1 pp \_,��
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. 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
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS)
1:15 50F6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY 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
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
INSIDE AND PVC
OUT SEE TABLE 1 SINGLE HUNG
SEALANT BEHIND -
O SEETAB EINSTALLATII ANCHOR IMPACT _
- - - - - ---- - - —-- - _ - - - -- _ _
FLANGE BY INSTALLER 1/4'MAX.SHIM
1n N
O +- ¢-
o � O
PERIMETER SEALANT y f„
BY INSTALLER ¢ j:
-INSTALLATION-ANCHOR - - _ - - - - ------ - __
_ __,___ _ _ ___ __ ___ ___ INSIDE AND OUT
SEE TABLE 1 SEALANT BEHIND z
FLANGE BY INSTALLER m o
N Do
CONTINUOUS DOUBLE 3/16"BEADS OF HORIZONTAL SECTION $ o Z j
6 TYPICAL JAMB ANCHORAGE
TREMGLAZE U1600 SEALANT AROUND w O ¢
PERIMETER AT ALL INDICATED POINTS a I
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
U
F-1/4"MAXSHIM w W
coc
SEALANT BEHIND
FLANGE BY INSTALLER
[D ¢ Z
BYRI S AL ER IMETER SEALANT SEE TABLE EMBEDMENT ,%0 PP jDREW oo
INSIDE AND OUT J,�9-•GENL++
4
No 58201 •;�1�
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. -
SEE TABLE 1
A VERTICAL SECTION %90�• STATE OF :��/
6 TYPICAL SILL ANCHORAGE �i�nh`•��0R1pP:NL ,C
'e Clp
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 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
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16" W TAPCON 1" 2" INSIDE AND OUT
R /—C\ PH.941-380-1574
� HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
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:
BAT 06/18/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWO#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCAL : SHEET
1:2 60F6