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Product Approval Menu>Product or Application Search>Application List>Application Detail
e a FL# FL16177 Rl
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
W. 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-812B(SH-8100,IMP,NOSillAnch).ndf
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
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0... 3/17/2017
Florida Building Code Online Page 2 of 2
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
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-812B(SH-8100,IMP.NOSillAnch).ndf
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. FL16177 R1 AE DuPont PVB NOA 13-0129 27.pdf
Safety glazing required on outer lite above 30 ft. in HVHZ. FL16177 RI AE EvalRep CWS-8128(SI-1-8100.IMP.
Glass complies to ASTM E1300-04. o51!&2.�h,,LP f
FL16177 RI AE QUanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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 mall.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 emalis 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:
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Credit Card
Sa€e
VIII�
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvyf4ngAXh 10... 3/17/2017
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (�((
WINDOW SYSTEMS
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. WW WCWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53118'MAX.OVERALL FLANGE WIDTH 810 PVC
3.CONFIGURATIONS:"O/X". SINGLE HUNG
511
MAX.UNIT WIDTH IMPACT
4.DESIGN PRESSURE RATING:
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 10 c11
INFILTRATION TEST PRESSURE AND GLASS TABLES o m Ili
-- -- - ASTM E-1300-04. o o Q
63' _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
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 m m
FLANGE ANCHOR CALCULATIONS. Cl)
HEIGHTO ZO
O 26 13116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
B m o
B GLASS NOT REQUIRED. m
DLO cv w Z W
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ O [C
61314" I I USED AT FIXED MEETING RAIL AND JAMB. o c=9 a_
MAX. w z ¢
LIN R B.SERIES/MODEL DESIGNATION SH-8100. 0 0
HEIGHT w
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH m ¢ O
I Z
30 3/16" I 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
26 718"Sq H I GLASS LOCATION.
HEIGHT X I DLO
g 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4"LOCATED 4'FROM BOTH ENDS. �,GPc?•�..........g .
6
No 58201
s
Lucas A. 131 STATE OF
—— — 2015-04-11 %;'CF'4 O a+a p
s
A 15:15-04:00 ssi�;;;';,a�`
451/16" Z�
GLASS DLO
4/11/2015
48 3/8"
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 IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WINDOW SYSTEP'iS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
tl) N
O W ~
p � �
7/B'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ~
Lu m m
1/8'ANNEALED OR TEMPERED 1/B"ANNEALED OR TEMPERED 0 Z
m
N 0
7/16"AIRSPACE 7/16"AIRSPACE o
R N (n
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS N 0 Z W
1/8°ANNEALED 1/8"ANNEALED
U,
cc
C=4 a
.090"PVB INTERLAYER BY DUPONT -090'PVB INTERLAYER BY DUPONT w z L)
U
1/6'ANNEALED1/8"ANNEALED o w w
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
4 PURFECT GLAZE°H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ Z
001;P DREvV
14 1/2"GLASS BITE 14 1/2"GLASS BITE �J e�
``�.Op ........
E/J 3F
46 48 No 58201• =VZ
3
STATE OF .cl
1 O��,p�OR10PN2'`�
aNA lt
r�
SASH LITE 4/11/2015
FIXED LITE
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWNBY'. GATE:
BAT 06/18/12
_ DWGM: REV.:
CWS-812-----B----- —
SCALE: SHEET
1:1 20F6
c� ��
INTERIOR VWNDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
1 3 WWW.CwS.Cc
8100 PVC
SINGLE HUNG
IMPACT
14
14 54 14 6 66 63 19 4
SECTION B-B
54
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z
LL a 0
RIGHT SIDE SHOWS SASH SECTION VIEW.
cl
w
uJ 0 >
CC cc
14 CL D p
39 p S2 2:
40 Lu
0
28 n U)
w
INTERIOR to ¢ 0
I IZI I
6 Bs 00i4l0RE4"oss,
—41 No 56201 %�P
14 STATE OF 4ri
10
66
63
3 2
186 4/11/2015
2 a LUCAS A.TURNER,P.E.
73 FL PE#58201
3D 1239 JABARA AVE.
O NORTH PORT,FL 34288
PH.941-380.1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE.
BAT 06118/12
NOTE: ITEMS NOT SHOWN FOR CLARITY: OW G—4. REV.:
20,25-26,36-37,44,51-52,55-56,64,67-68 CWS-812 B-
-§—CALE' SHEET
1:2
PARTS LIST FRAME CORNER /�V �7, �r��v�����
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/6°--�( CONSTRUCTION f 1 n/]( gum-�/��.J_
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl I �WIINixDrOh`N SYSTEMS I/("I��
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 1 15/16" -{ ~23/161900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L Jb. Mikron Vinyl 2 I �I OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Flg.,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" 1 518°
1116• L U 8100 PVC
9 FI 1497 Reinf.Sash Meet.Rail Keymark Alum 1116 1/16" CORNER WELD SINGLE HUNG
10 H-6028 Sash Bottom Rail,PVC Mikron VinylffgL (ALL SIDES)
12 1 H-6004 I Sash Side/Top/Bot.Rail Mikron Vinyl 1.8 IMPACT
13 S-1498 IReinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl `O.5911111F ja
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2" o m
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16. 3 0
23 H-1699 Reinforcement,SBR Keymark Alum 7/6
24 P-2190 Balance BSI 9/16 1 w m m
25 P-3059 Sash Cam,PVC BSI Plastic
Take Out Clip BSI SS V -Li�F-- 1 S 6" 2 1/8" 1/16" FIXED MEETING RAIL Cl)
26 P-3046
1/16" n4� SCREWED TOGETHER WITH� m a �
27 P-3783 Lock,Impact,PVC Interlock U 1/16' L OUTERFRAME $ 0
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 S m
30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 ¢ UJ o zO Cc
LU
W
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 LL
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel ~a
LLor
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel -15116° 9/16"i:� L o 0
39 P�051 W#8 x 1.250 Ph FH TEK,W ht. Hub City Steel t/2" /s°^� 5/16" I a w W
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wirt. Hub City Steel D I ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7/6" tas 1 516" 19 m a z
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1116 045" 1116'
1/16" prt, 1rrrrr
48 P-3352 Set47 P-3438 .Blk flex585 Dur52 or r,1/81 x 5 8e 2"Lg. SIF.Loweel Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 %PS,p jDE N S �G'Q�o�.
51 P-3881 Temporary Lbl.(NFRC/DP) 2�.
52 P-3613 CWS Lbl.(logo) Pro Label 314. 5/B tl4° -{ �." No 56201 ��V Z
53 Sash SEE SHEET2 GLASS 3/4°
54 Fixed SEE SHEET2 GLASS 3116" 14 ktrz
56 P-3281 Spacer L 1/16" 7l}._� y ro: *
Duraseal 13 15116" 1/16' 1' Gg1. STATE OF
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16 iOti';�� Op:�2�.�
63 P-3218 Screen Frame,Vert. All Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ��S+S O R . �� •
64 P-3321 Screen Frame Comer Key Allmetal Plastic i� NAL ���
q� /O E %%
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betteroue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
68 P-3033 Screen Spring,SS FI.Screen SS
LUCAS A.TURNER,P.E.
70 P-3113 Screw Support for PVC T.Plastics Nylon
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116" 39 A#RA AVE.72 5x6063 Coyer,Fixed Rail Mikron Vinyl O 1239 JABARA A
NORTH PORT,FL 34288
73 S-1112 Reinforcement,Impact Hook Keymark Alum PH.941-380-1574
74 P 3541 #8 x 1/2",Pan Head,TEK Fastenal Steel
112° SHEET DESCRIPTION:
1 51163"�
LINE ITEMS NOT USED: �5" 3116°� 1' —3" 'i BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 718 rO 0" 1 DRAWN BY: DATE:
.l— SCREW SUPPORT-3113
BAT 06/18/12
IMPACT HOOK
DWG#:
S-1577
cws=are— - B--
scAIE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
1:2 40F6
wlN®mw sysrErss
6'MAX.(TYP.) �I-17'MAX.O.C.(TYP.)
II 1900 SW 44TH AVE.
6'MAX.(TYP.) OCALA,FLORIDA 34474
WWW.CWS.CC
SEE NOTE 2 8100 PVC
MAX,O.C. I I SINGLE HUNG
(TYP.) IMPACT
L O INSTALLATION
ANCHOR(TYP.)
� N
cl)
I
llJ
I I � .0 Q
CD O
_ Y
-(T— —2&ffr RAIL w m m
4'(TYP.)J U)
m N O
I I o
Q N (n
A
Q w ZO W
101/2, /\ w CC
MAX.O.C.
L� a
(TYP.) w z OC
13
I c I W
Ll j ¢ O
4-(TYP.) NO ANCHORS REQUIRED IN SILL ++��S';�DREW
ANCHOR LAYOUT-(FLANGE) No 58201 '��
o: :cry
%V STATE OF :�W
NOTES: :
i 0 �
c�NO ANCHORS RUIRED IN SILL. o
1.INSTALL ONE ANCHOR AT EACH
2.SHIM AS REQ AT EACH INSTALLATION A CHIOR USING L LOAD BEARING SH M&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:
BAT 06/18/12
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. DWO u: REV.:
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEII,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), FMAANDMA 250(BOX WINDOWS),FMA/AAMANIIDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT � �®T•r
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 W W W.CW S.CC
SEE TABLE 1
ETABLEDMENT
S 8100 PVC
PERIMETER SEALANT SEE TABLEDIST.
BY INSTALLER SINGLE HUNG
INSIDE AND OUT INSTALLATION ANCHOR
O SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 114",MAX.SHIM
� N
o � w
oma
opo
PERIMETER SEALANT Y F.
BYINSTALLER w m m
INSIDE AND OUT
INSTALLATION ANCHOR
SEALANT BEHIND U N ZO
SEE TABLE 1 FLANGE BY INSTALLER LL o
V N LD
CONTINUOUS DOUBLE 3116"BEADS OF B HORIZONTAL SECTION N o z >
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE �¢ O
PERIMETER AT ALL INDICATED POINTS ao ED a
BETWEEN FRAME AND BUCK BY INSTALLER. w z
U
U)
114'MAX.SHIM ? wo
SEALANT BEHIND
FLANGE BY INSTALLER m Q Z
PERIMETER SEALANT MIN.EMBEDMENT •••``tDREty�T�,�
BY INSTALLER SEE TABLE 1 �•�c.
INSIDE AND OUT .�.�GP,:�\OENS�c'.;Q.y
r No 58201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. : ti I a
SEE TABLE 19 STATE OF :�
A VERTICAL SECTION ion';M p �Q
6 TYPICAL SILL ANCHORAGE i�i,�s• O R 1 d.•'�y�,•�
���i�sfONA0 E�•••
4/ 2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FL PE#58201
SUBSTRATE TYPE ANCHOR TWE MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3116"rrw TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"RW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
C 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
INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) OR C TAPCON
OR ELCO ULTRACON 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAwN A onrE:
BAT 06/18/12
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR rrW FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwG#: 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. SCALE: SHEET
1:2 60F6