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Product Approval Menu>Product or Application Search>Application List>Application Detail
I�
FL# FL16735-R2
Application Type Revision
Code Version 2017
Application Status Approved
J
Comments
Archived 7
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
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 the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2030
Validated By Steven M. Urich, PE
✓7 Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 R2 COI Eva IRePgr 867C.pdf (I
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 '2008
ASTM E1886-05 2005
ASTM E1996-09 -2009
I '
Equivalence of Product Standards
Certified By i
i ! 'i
,I
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
^� 16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16735 R2 II CWS-867C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: Large Missile"D",WZ3, DP+/-50 psf. Glass complies FL16735 R2 AE EvalReport867C.pdf
with ASTM E1300-04. Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16735 R2 II CWS-868C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+50/-50 Evaluation Reports
Other: Large Missile"D",WZ3, DP=/-50 psf. Glass complies FL16735 R2 AE EvalReport868C.pdf
with ASTM E1300-04. 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.Copyright 2007-2013 State of Florida.::Privacy ::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 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 click here.
Product Approval Accepts:
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HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: // T//7�v�r® •
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA,FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
75 1/4"MAX OVERALL FLANGE WIDTH ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC
74"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER
33"GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT
A 4.DESIGN PRESSURE RATING: -
-- -- -- -- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ---
GLASS TABLES ASTM E-1300-04e01/09. H O w 0 Q w p
I - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z z
I I INFILTRATION TEST PRESSURE AND GLASS TABLES O ¢w�>0 a,3:m
I I I ASTM E-1300-04e01/09. LL I-w z I-��x
I z zmn<ofwpo
64 MAX• 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O O c O z d H Cn d
FLANGE B I B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z0-�-z I-v cn
HEIGHT I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Q f=z U U)z=O LLU
ANCHOR CALCULATIONS. > Q 2 o w-=0-
2��~OtO
I I I Q � �U- cn
63" I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I j 00 p w rn w
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w Ln w 0_j Cl)H
UNIT O I C C UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT OL z=n. w O�m
HEIGHT I 59 9/16• MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND � _~� w w
MAX FLYING DEBRIS. CL I- a tr CL
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT �`` ORE 4��
I I USED AT FIXED MEETING RAIL AND HEAD/SILL. 40,01"
PGREty'fj
5B 13116" I g 8.SERIES/MODEL DESIGNATION HS-8200. ',cr.
GLASS I 5 No 58201 •.P•
DLO O 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: *C
X=OPERABLE SASH,0=FIXED SASH
5 ' Al
STATE OF ,
I
5 I I D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR 4 K,.,.* p •a�:
D I I LOCATION. ����c<`3• O R 1�.•'0���•
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. ���4ONA Ep``��
5
33"GLASS DLO LUCKS Z�
36 5116"MAX SASH WIDTH Turner
2017-08-30 8/29/2017
17:09+20:00
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:
ADE 10/10/13
GENERAL NOTES&ELEVATIONS GLAZING DETAILS
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG p: REV.:
SECTION VIEWS 8 GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-50 PSF LARGE MISSILE IMPACT CWS-867 C
ANCHOR SCHEDULE&NOTES................4 SCALE: - SHEET
INSTALLATION-DETAILS...........................5— _ `- - - - - -_
- -_
08o
0
44 4 4 46D01P/�®m•
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 21 1 23 6 7 2 - WWW.CWS.CC
8200 PVC
G, HORZ.SLIDER
IMPACT
--- Q a z � ¢zo -
F- QWO awoim
0 o O zOiZ 0�
41 40 3 1 29 39 u. F-W�'ZH-��=
SECTION VIEW C-C O z m m<w W p O
SECTION B-B ALTERNATE JAMB ROTARY LOCKS O V rn F-O o a
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS p Z—�?Z� rn
tt NOTE:FIXED LITE AT HEAD ¢ O z O rn Z o LL U
6 AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY <�p w-F O?
0 31 DURING HURRICANE CONDITIONS. F r b ZO C6
w E(nowu)w
cn 19 a ?=a M0:a
O w1-0 [L X:
38
35 a F- a C �:a-
17 1uq�i
36 32 ,`,��Pp10 4Y T!/�'�i
19 JVP;•.�GEIJS�
41HEAD IMPACT HOOK(TYP.) �+t No 5B2D1 t y
4 MIDSPAN OF SASH
(ITEMS 35 8 36)
718°OVERALL
Z-33% STATE OF •W+'
r 1/8"ANNEALED or TEMPERED '�i�0%•'O(O R 1QP��j�a`:�
INTERIOR I 7/16"AIRSPACE �"'%?/
I 5116"LAMI
118°ANNEALED
FIN FRAME ONLY:JAMB IMPACT &N DUPONT PVB INTERLAYER
43 OR ROTARY LOCKSOCKS
LOCATED AT THIRD POINTS 1/8"ANNEALED
II I 8!29/2017
19 3 II /� I I 43 PURFECT GLAZE"H"
13 SIKAFLEX 552 LUCAS A.TURNER,P.E.
22 1 I FL PE#58201
12 41 I 1239 JABARA AVE.
8 34 5 I' NORTH PORT,FL 34288
ll PH.941-380-1574
16 SHEET DESCRIPTION:
5 I I 1/2"GLASS BITE
SECTION VIEWS AND
GLAZING DETAIL
4
DRAWN
SECTION A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS AIDE
DATE:E 10/10/13
1:20 DWG k: REV.:
SECTION D-D GLASS TYPE A CWS-867 C
ALTERNATE FIN FRAME 1:1 SCALE:
- - - SHEET-
1:2 2OF5
PARTS LIST 31/8" CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2' WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R/S.S.R, Keymark Alum Lp;x
31900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW.OCALAFLORIDA 34474
1/16° WWW.CWS.CC
4 H 6052 Sash Top/Bot.Rail Mikron PVC 211/1x^ 3 9/16" 2118" 1/16'
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC " t=
6 H-6050 Sash Meet.Rail,PVC Mikron PVC C(ALLSI SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC G- 1" 1:a HORZ. SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
1
10 P-3033 Screen Spring,SS Hurley 1 15/16" 1 3/16" 6 ¢ Z ¢z
X23/16" —1 rr � 9/16"
11 P-3113 Screw Support,PVC Team Plastic Rubber fi I �} z w J a ¢w 0z w
12 P3218 Screen Frame Allmetal RoIlFonn FE7 li 4 40 ww z O Z w r t
Qm�}OIY�m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518^ 1 5/8" 1 5/8" q 1 5116" LL H w z I-�2 i
Z Zx�¢tr
14 P-3321 Screen Frame Comer Key Allmetal Nylon 1116 q 1/16" 1116" 1/16^ FIXED MEETING RAIL O O F O(j¢=O of
LLL
15 P3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH 0 O c/) z 0-F-ro 0-
OUTERFRAME Z z00::`-Z?v U)
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ Z U w z O LL 0
H—LL20 z
17 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab ¢�O w r=O_
¢ z
18 P3511 #8 x 5/8"SQUARE TEK 2 Zinc Fastenal Steel 5/6• 3/4" -1 w 0 0 y� O
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/16" w Z a O
1 15/18" 1/16" D. _ X O—
20 P3752 Cap Plug,1/2"Hole M&M Nylon 1" a O w 1-O 0.= >
Of wIX
P-3783 or O 1116" nom. r a. o a
21 P-5250 Spdng Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
22 P-3804 Roller,Tandem M&M Nylon 6" 15/16' ,��J�Pt1ORE4y T,,��
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 33 3/4" 7116" 1 1/4" ��GP`?•��CENgFGQti.�
24 P-4069 Keeper,Impact,PVC Interlock 3116"� 34 �t• No 58201 •:�1t
718" 1/16"
25 P-4479 Weep Cover w/Flap M&M Nylon } 3 1/16^
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 1116 _-a: :a e
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 S9; STATE OF :✓;V:
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ullrafab :00."
31 S-1112 Reinforcement Keymark Alum ........
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 3/16' 114"-{ pi!
�•�r,`e 116111110,10%
33 S-1577 Frame Hook,PVC Impact Keymark Alum 0 7/88 I 41 9/16
34 S-1776 Roller Track Keymark Alum L L
35 S-1999 Frame Hook,Head,Impact Keymark Alum
36 S-2000 Panel Catch,Head,Impact Keymark Alum 6" -I 15/16 PVC GLAZEBEAD-6064 GLAZE BEAD-1112
"
37 S-6005 Anti Lift Mikron PVC /1 8/29/2017
718^ 1/2" /8" 3!8° 5/16"-j
38 S3013 Scm.Adapt.,w/Nib,PVC Mikron PVC -i--- 1/1x" j
3737 LUCAS A.TURNER,P.E.
39 S-6014 Scm.Adapt.,PVC Mikron PVC PLAN VIEW-1999 HEAD IMPACT HOOK-1999 FL PE#58201
1/1x° 1116"
40 S-6063 Fixed Rail Coker Mikron PVC 1239 JABARA AVE.
41 S-6064 Glazing Bead Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
NORTH PORT,FL 34288
42 GLASS SEE SHEET 2 CARDINAL GLASS $3/16" PH.941-380-1574L. I
43 Purfect Glaze"H",SikeFlex 552 Henkel/Sika Silicone 0 5116" I SHEET DESCRIPTION:
44 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 6" I LI 39 BOM AND EXTRUSIONS
5/8"
45 P-4958 Rotary Lock Interlock T— 36 � 1/16^
46 P4633 B32 X 1/2"Barrel Fastener Interlock 5/8" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
_ L 1116° ADE 10/10/13
47 P11952 Keeper,Rotary Lock Interlock PLAN VIEW-200D PANEL IMPACT CATCH-2000 3/16° DWG#: REV.:
�I---3^ 1/2" CWS-867 C
LINE ITEMS NOT USED: SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6.0.63-T6 UNLESS OTHERWISE NOTED. __ _ _ 't� _ _
- -
27-28,-30:--- - - - --- -- - -- - - ---=--- - --- -- - ---- - - - i -- SCREW SUPPORT-3113 1:2 3 OF 5
WINDOW SYSTEMS
121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
�.I 3'(TYP.) 4"MAX(TYP.)�}--}8"MAX O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX(TYP.) 13"(TYP.) SEE NOTE 2 I I SEE NOTE 2 W W W.CWS.CC
6"MAX.(TYP.) 4"MAX(TYP.)
-- -- r------- r— 8200 PVC
INSTALLATION
ANCHOR CrYP.) I I I I INSTALLATION HORZ.SLIDER
I II I I
8' II I ANCHOR(TYP.) IMPACT
MAX.O.C.
(TYP') Q Z Q Z
F ❑w0 o
mwo
MAX.O.C. I I I I I I I I w z o z W-Z�
(TYP.) I O I X I I O I X I o ¢v��>-OX�m
I z z=manfwoo
I I o of-odaxI.-m
o Uml-zap ma
I I z o(, o-?���
I I a I--LL2ooLLZ
I I I
Jl�
2�F -�F-oal I w oA�wa Luvr)0wvow
------- lj� - O-1mF
-------
Z-
-- -- -- --
-- -- -- -- p wH0 ax�Y
I
�
a Oram
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,otts'lORE W%�4�
ti
�.
J.• No 58201 ••.�1)'
:9= STATE OF .��u`
"o u
COR1QP'��2
+anon►+
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 -a `7
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. i-�'-
8/29/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5.
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 # A AVE.1239 JABARA A
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 5. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C
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),FMAIAAMA 200(FLANGE WINDOWS), FMIAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
EMBED
TYPICAL HEAD ANCHORAGE EE TABLE MENT SUBSTRATE V-(9(yAyCf® •(/(�r"Jj
BY OTHERSWINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE I HORZ. SLIDER
SEALANT BEHIND O S ETABLEDMENT IMPACT
FLANGE BY INSTALLER � 1/4°MAX.SHIM Z�
PERIMETER SEALANT Z W W p 4 WI-p O
PERIMETER SEALANT BY INSTALLER W Z O Z D'=Z F-
BY INSTALLER INSIDE AND OUT LL FQ-W�Z O�3:Fn
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q of W 0O O
SEALANT BEHIND SEE TABLE 1 O0 L)O U)0,3
Qa Iz-0a
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND p Z-w Z Z I.-Z)cn
SEE TABLE 1 FIN BY INSTALLER 4 O Z Z) Z,U-
HORIZONTAL SECTION �C� HORIZONTAL SECTION F-LL2 O O LLZ
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE It a O F-.F 1-O
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W O p 'p w
Z� W W v1
OJU)H
p WPa
O MTWW
1/4"MAX SHIMSEALANT BEHIND
FLANGE BY IN TALLERo OREby
..........
`p`y P
PERIMETER SEALANT O
BY INSTALLER MIN.EMBEDMENT �10r*
No 58201 �
SEE TABLE 1
INSIDE AND OUT
X90: STATE OF
SUBSTRATE BY OTHERS ��'��•FC
SEE TABLE 1 SMIN.EDGE EE TABLE 1ST. �0 - '4�SS��NA
q VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
8/29/2017
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"17W TAPCON HEAD AND SLL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13
(33 KSI YIELD MIN) 7EKS SELF-DRILLING SCREW 7HRU 0.060" 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.
FLANGE 7/16" CWS-867 C —'
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) - #8 WOOD SCREW _ - 1-1/2"_ = 1/2" SHOWN FOR-FLANGE WINDOWS