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-� FL# FL16735-R2
R Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
I ,
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O 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 07/21/2020
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 R2 COI EvalReport867C.odf
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
Equivalence'of Product Standards
Certified By
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.Ddf
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 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 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: (/ }7/7�fr® •� /(/{
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
75 114'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 ¢ ? 3 4 z
GLASS TABLES ASTM E-1 300-O4eOl 109. F ❑w O Q w OLIJ
C)1 - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z ,r_z r
I I INFILTRATION TEST PRESSURE AND GLASS TABLES ❑ 4 u) >-0 Of�:m
I i I I ASTM E-1300-04e01/09. Z Z L xu Q��1_
64 1/4" 0 0 I-O Q w 0 0
MAX 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 0 u)F-z D-r=-U))IL
FLANGE B I B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 0 z-CO-Z F m
HEIGHT I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 'O Z U m z LL U
ANCHOR CALCULATIONS. ¢�LLO w-H O z
I I I Q Z
I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT la- 0 O w Y Im Lu O W
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w LL m w m 0O�U)Fw
63°
MAX UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a
C C z�D- x 0�u)
HEIGHT O X UNITI 59 9116" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 0 w 0 w= u})
MAX. FLYING DEBRIS. w D 3:w
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ,av��uurrq
I j USED AT FIXED MEETING RAIL AND HEAD/SILL. 5%,�P�Of2�K.kGENS TG!lfki
58 13/16" I e 8.SERIES/MODEL DESIGNATION HS-8200. .�J;' ~ �•••'?c�'
GLASS I Z- No 58201
DLO 5
C 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: = k
5 X=OPERABLE SASH,O=FIXED SASH S ro: ;ct:
%9 STATE OF .&/�
I I a I 5 10 SECTION
IO CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 'y�Oc+�,;�;O R I OP �a�S
D I 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. ,rr�ss��NA„�����,
s
33°GLASS DLO LU08S 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:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
ANCHOR SCHEDULE SCALE:................4 74"x 63" +/-50 PSF LARGE MISSILE IMPACT A 7 c
LE:E:
INSTALLATION DETAILS...........................5 SHEET
1 OF 5
- 44 4 4 46 WINDOW SYSTEMS Ili/I
INTERIOR - 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 7 2 WWW.CWS.CC
Q a 8200 PVC
p HORZ.SLIDER
IMPACT
o a z OW-W-JO ¢W0W
W zOz W_—t
❑ Qrq§i}Ow�m
41 40 3 1 9 39 IL HW ZH�iM2
SECTION VIEW C-C z z D U W O 0
SECTION B-B ALTERNATE JAMB ROTARY LOCKS U U m 1—Z IL It
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS pZ Z COO(D —Z I.-:y
e 11 NOTE:
OAND SILLDISISEMILARAT �D NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY } C p w O O LL
p 31 DURING HURRICANE CONDITIONS. F of
W OfnW�OJ(nF-
19 d Z—a IL'O—fA
O xWx�� IL
>_
38 35 M �:W
1 1 � NOR£W
36 32 �� P..........19
J.. %
41 4 HEAD IMPACT HOOK(TYP.) �: No 582Q1 '• w
42 MIDSPAN OF SASH
(ITEMS 35&36)
7/8'OVERALL �10%; STATE OF •:�k/`
1/8"ANNEALED or TEMPERED �yOA •l P �`
INTERIOR I I - 7116'AIRSPACE ��Sy�ONA� l `
I 5/16"LAMI
1/8'ANNEALED
FIN FRAME ONLY:
43 I JAMB IPACT OR ROMARY LOCKS HOOKS
•�DUPONT PVB INTERLAYER
LOCATED AT THIRD POINTS 1/8'ANNEALED
4 I � I 8/29/2017
19 PURFECT GLAZE"H' -
13 SIKAFLEX 552 LUCAS A.TURNER,P.E.
12 - FL PE#58201
41 1239 JABARA AVE.
e 34 5 I NORTH PORT,FL 34288
PH.941-380-1574
16 SHEET DESCRIPTION:
p p
3 1/2'GLASS BITE SECTION VIEWS AND
GLAZING DETAIL
4 DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND
ADE 10l10/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS
1:20 DWG#: REV.:
SECTION D-D GLASS TYPE A CWS-867 C
ALTERNATE FIN FRAME
1:1 SCALE: SHEET
1:2 2OF5
PARTS LIST 3118" CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" -1f�®M�
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum _ 1 112^ WINDOW SYSTEMS
2 H-1699 Reinf.S.B.RlS.S.R, Keymark Alum 6 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW. WS.CCFLORIDA34474
iris• www.cws.cc
4 H-6052 Sash Top/Bot.Rail Mikron PVC 2 11/16" 3 9L
21/8" 1116"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16"
CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC (ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC 1:8 I"IORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6046
15
10 P-3033 Screen Spring,SS Hurley 1 15/i6" 1 3116" J z ¢ 3:s
2 311W 9/16" ¢ � Z p w
11 P�113 Screw Support,PVC Team Plastic Rubber 6 z w_j o ¢W
12 P-3218 Screen Frame Allmetal Rol[Form 4 4o w z O z of z F-
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8" 1 5I/8 7 o I-;Z Lu Z OF 35 2_
14 P-3321 Screen Frame Comer Key Allmetal Nylon 1/16" I q 1116" q 1/16' 1/1s^ FIXED MEETING RAIL O O I=-O¢ W O of
O
LL LL SCREWED TOGETHER WITH V O U)y z a-F-CQ(L
16 Pv'52 Set B kea85 Durn,1/8"x 5!8'x 2"Lg. FrankLowe R-5504 Schnee luibbee PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL 6051 PVC SASH TOPrBTM RAIL 6052 PVC FIXED RAIL COVER-6063 OUTERaRAME 4 Z U Z U
} a 1+-WO0LLz
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab O F.~M Z
18 P-3511 #8 x 5/8"SQUARE TEK 2 Znc Fastenal Steel 518• 3/4' I¢- p p g
19 P 4730 #8 x 1!2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116° 2 z nw O J rn
20 P-3752 Cap Plug,1/2"Hole M&M Nylon O Ecti'll'. 15/16" I�! 1/1s• p w r 0 a= >_
P-3783 or
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 `��Nnnna�i
22
r,Tandem M&M Nylon 0REW !,Pp
23 P-4051 #81x 1 1/4 Ph FH TEK,Wht. Fastenal Steel s° 1 5116° 3/16° 7116" Ill" ;JGQS ..........
GN FTG'Q�
24 P-4069 Keeper,Impact,PVC Interlock 33 314^ =z�: No 58201 •:�11
25 P-4479 Weep Coverw/Flap M&M Nylon 7} 1/16° :A
3
1116"
26 P 4638 #8 x 2 1l2 Ph Truss SMS Ajax Steel 1/16'
PLAN VIEW-1577 FRAME IMPACT HOOK-1577 S.B.R./S.S.R.-1498 ROLLER TRACK-1776 �9; STATE OF ,41�
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab 10..� 4i�
31 S-1112 Reinforcement Keymark Alum ���F" O R IOPc N�
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 0 3/16" 1/4�f@
J-7/8"-j ��1�6410NAk 0�11V
33 S-1577 Frame Hook,PVC Impact Keymark Alum O 7s/ I I 3134 S-1776 RollerTrack Keymark Alum
35 S-1999 Frame Hook,Head,Impact Keymark Alum ills
38 S-2000 Panel Catch,Head,Impact Keymark Alum ^ s" I 1 5116 PVC GLAZEBEAD-6064 GLAZE BEAD-1112
37 Sf005 Anti Lift Mikron PVC 8/29/2017
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 7/L 1/2°FTL=L�T �
/8"� 318° 5/�1,1,
1/16" LUCAS A.TURNER,P.E.
39 S-6014 Scm.Adapt.,PVC Mikron PVC PLAN VIEW-1999 HEAD IMPACT HOOK-1999 FL PE#58201
1/16"
40 S-6063 Fixed Rail Cover Mikron PVC 1239 JABARA AVE.
41 S-6064 Glazing Bead Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT,FL34288
42 GLASS SEE SHEET 2 CARDINAL GLASS 0 3/16" PH,941-380-1574
43 Purfect Glaze"H",SikaFlex 552 Henkel/Bike Silicone O 5/16" 1 1/8.. SHEET DESCRIPTION:
44 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I� 6. 3s BOM AND EXTRUSIONS
45 P-4958 Rotary Lock Interlock 518°' 3�6 1/16"
A
46 P-4633 8-32 x 1/2"Barrel Fastener Interlock 5)87 PVC SCREEN SUPPORT-6014 DRAWN DE 10/10/13
DATE:
L
47 P-4952 Keeper,Rotary Lock Interlock 1/ts"
PLAN VIEW-2000 PANEL IMPACT CATCH-2000 3116' DWG p: REV.:
�F�--3. Imo'}-1/2' CWS-867 C
LINE ITEMS NOT USED: NOT1w7\LL�tVRUS(CdNSD>RERfL1JMINUM 6063-T6 UNLESS OTHERWISE NOTED. = 11 SCALE:
27-28,30 T SHEET
SCREW SUPPORT-3113 1:2 3 OF 5
_ WINDOW SYSTEMS
12 1/2"MAX O.C.(TYP.) OCALA,FLORIDA E.
3"(1YP.) 4"MAX(TYP.) y-8'MAX O.C.(TYP.)
6"MAX.(TYP.) 34474
3"(T,P) SEE NOTE 2 4-MAX TYP) I I I SEE NOTE 2 WWW.CWS.CC
6"MAX(TYP.)
-- -- -- -- -- -- -- -
r-- -- -------INSTALLATION 8200PVC
ANCHOR(TYP.) I I HORZ.SLIDER
I I I INSTALLATION
I I I I 6" ANCHOR(TYP.) IMPACT
MAX O.C.
(TYR)
O X a zaO
17' w� cKn,l p
zMAX O.C. WOz0 r?wH
(TYP.) O X u- w_ ��H- Z2=
z z n¢D_,LOO.
O OFOQ Na U UwI-O dF
_ II }Fa FF
p=�iO�
z 3 QW}�0}^ 1I 2 �0 LLI U)FE2zTw
O xO =W 0- W�2 a w 3:Lu
a�
I
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) p10RflW
�t No 5B20•I '•�
giros ect
%9C�. STATE OF
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
8/29/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5.
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION. 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, 34288
PH.941-380-1-1574
SPECIFIED IN TABLE 1,SHEET 5.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU 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 REQUIRE 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 AFL 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),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEV-BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4 MAX.SHIM SEE TABLE 1 - MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 WV W WS.CC A 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 _ MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1 -
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINSTALLERINSIDE AND OUT SEE TABLE
INSTALLATIONNCHOR HORZ.SLIDER
MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM Q Z G Z
0 PERIMETER SEALANT Z w-1 0 ¢ Z w
PERIMETER SEALANT BY INSTALLER W Z O Z IY_—BY INSTALLER INSIDE AND OUT O LL F-W Z O
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 S w W 0 0
SEE TABLE 1 O 0 0 Q F.K
INSTALLATION ANCHOR SEALNT BEHIND U U co F-O D- to D,
SEE TABLE 1 \ FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER Z p C0 Z Z j 0 N
BB \ HORIZONTAL SECTION C HORIZONTAL SECTION ¢ F u0.ED ZO 0 0 Z
5 O H H F TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q�Q Z—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION - O Q }j O
ofZU)WLLI
�OJfAF-
a
o X w=wU)
1/4"MAX.SHIM a F- a x 0-
SEALANT BEHIND ♦♦%IIIIIu I+ip,i
FLANGE BY INSTALLER O ♦`♦p P�OREW
♦ 5 '
Gp�.-ti%OE NgF.,py
PERIMETER SEALANT MIN.EMBEDMENT t� No 56201 ,�9
BY INSTALLER SEE TABLEI
INSIDE AND OUT
roe ct�
-33' STATE OF 140
SUBSTRATE BY OTHERS .0 ''% ( OQ:•.R.
to
SEE TABLE 1
SEE TABGL DIST, �j s'Sflolle ONA1��♦♦`♦
A VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
a 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#56201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 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" V 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' S BOX FRAME INSTALLATION SHEET DESCRIPTION:
3116'ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8' 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.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:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 ADE 10/10/13
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063 TS MIN.)OR #10 GRADE 5SELF-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 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5