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Product Approval Menu>Product or Application Search>application List>Application Detail
FL# =FL115�11-11
•PIS
Application Type Revision
Code Version 2017
Application Status Approved RECEIVE®
Comments JAN 3 O "?0
Archived
9T, WA09 909nty+�arml��n9
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 Jay 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)368-6922-6922
Ext 221
amo ws.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
LU
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
d-'• Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 R2 COI EvalReport867C.pdf
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZmBTk4YIsLINhxdlir%2f8lLuvW%2f2YMJVsFKziw%3d%3d 112
1/29/2020 Florida Building Code Online
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
6735.1HS-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 I
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes I
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.1df 1
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 {I
Impact Resistant: Yes I 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
Back tlext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copydght 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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6Tk4YlsLINhxdlir%2f8lLuvW%2f2YMJVsFKzjw%3d%3d 212
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: // 'nr7rtp�®m•
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. WW W.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
751/4"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 ¢ z a z 3�
GLASS TABLES ASTM E-1300-04e01/09. I- 0 w O 10 w o o
1 -- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z< r z w
I I INFILTRATION TEST PRESSURE AND GLASS TABLES 9 (0 y O Of�m
I I I ASTM E-1300-04e01109. D- 1¢-w z H- g T
641/4" I O OI=-O¢Q=�x
MAX. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O U U F-z D.F U G.
HEIGHT FLANGE B B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z Z_1.-:3 U)
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Q 0z—U V)z
I I I ANCHOR CALCULATIONS. K a 0 W F�z z
I I I 663' .PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F xO xp }:D O�
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w LL U w U 0 w�Hw
UNIT C C UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a z x a w O U
HEIGHT O X I 59 9/16" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 0 w F � w=Of N
MAX. FLYING DEBRIS. a N a w 3: LSASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ,,, �,,
I I I USED AT FIXED MEETING RAIL AND HEAD/SILL. ,��0 PNOREW T p��
5 ` S. Ci
8.SERIES/MODEL DESIGNATION HS-8200. JVD,: GEN F..Qy
5813/16" I
GLASS I 5 No 58201 '.-P
DLO C 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: +e
5 X=OPERABLE SASH,0=FIXED SASH
D -9 STATE
I I 5 10.SECTION CALIOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR d• a p.:;��:
D I LOCATION. %'�•S4 0 R
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
AA
ts
33"GLASS DLO LUCKS i`-
36 5/16"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 MAK-UNIT,IT SIZE DESIGN PRESSURE RATING IMPACT RATING AIDE
REV.: --
ANCHOR SCHEDULE&NOTES................4 x 63" A 50 PSF LARGE MISSILE IMPACT cws-867 c
INSTALLATION DETAILS...........................5 SCALE: SHEET
1:15 1 OF 5
44 47 45 46 WINDOW SYSTEMS
INTERIOR
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18k,6 7 2 WWW.CWS.CC
— 8200 PVC
HORZ.SLIDER
IMPACT
a Z nwo wWOp
ozo? orm 39 SECTION VIEW C-C z z= ¢ w o p
SECTION B-B ALTERNATE JAMB ROTARY LOCKS 00 OU F-O U a I=.,m W
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS p Z—U)Z Z p
cn
e 11 NOTE:FIXED LITE AT HEAD ¢ Oz U ui Z U
C AND SILL IS SIMILAR. F_ g O i`U
NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY > ¢ p W O=O?
31 DURING HURRICANE CONDITIONS. ~ T�2 O
W W�W�OJuIF-
a
38 35 jr
jr HFa jr �wu)
117 a
36 ' 1 32 ��.���p�,00REW�Ttp*
i s ....
G E N gF Vpti%.
41 4 FHEAD IMPACT HOOK(TYP.) v;' No 58201 •:�-P
42 MIDSPAN OF SASH
(ITEMS 35 8 36)
7/8"OVERALL =51:, STATE OF ;'W:
———————- 1/8°ANNEALED or TEMPERED O.o'•��`� �p;\Z��
INTERIOR o o R G�
I I 7/16"AIRSPACE ��4ONA
II I 5/16"LAMI
1/8°ANNEALED
FIN FRAME ONLY: Q$0 DUPONT PVB INTERLAYER JAMB IMPACT HOOKS
4J OR ROTARY LOCKS 1/8°ANNEALED
4 I I �[ I LOCATED AT THIRD POINTS 8/29/2017
19 I /� I PURFECT GLAZE"H"
13 32 f1 a3 SIKAFLEX 552 LUCAS A.TURNER,P.E.
12 q 22 U FL PE#58201
1239 JABARA AVE.
a1 NORTH PORT,FL 3 288
8 34 5
PH.941-380-1574
25 I I � 16 SHEET DESCRIPTION:
1!2"GLASS BITE
o L�0 3 SECTION VIEWS AND
FF GLAZING DETAIL
O :
SECTION A-A HEAD IMPACT HOOK AND 4 DRAWN BYDATE:
ADE 10/10/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS _
1:20 DWG#: REV.:
SECTION D-D
ALTERNATE FIN FRAME GLASS TYPE A CWS-867 C
1:1 SCALE: SHEET
1.2 2OF5
PARTS LIST ^—� 3116" -j CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112"
WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash To /Bot.Rail Mikron PVC 1116" WWW.CWS.CC
P 2 11116" 3 9/16° 2 1 1/16"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16" O --
6 H-6050 Sash Meet.Rail,PVC Mikron PVC o ]18"
CORNER WELD
(ALL SIDES) 8
7 H-6051 Sash Side Rail,PVC Mikron PVC 1„
1'6 HORZ. PVC.
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-6048
10 P-3033 Screen Spring,SS Hurley 15
115116"- 13/16" 28 � Z Q 2�
2 3/16" 9/16" Q Z
11 P-3113 Screw Support,PVC Team Plastic Rubber ~- F- p w O w w o p
12 P-3218 Screen Frame Allmetal RoliForrn 6 7 4 4DM7 w z O Z W_ F
(if Fn
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 SIfi" 15/81, 1 5/8" L� 1 5116" FQ w z O
14 P-3321 Screen Frame Corner Ke Allmetal Nylon ll I L I 1116 Z Z W Z Of W O O
Key y 1/16° L 11 -1116" L jj 1116" �_ FIXED MEETING RAIL 0 0�O Lj Q=I_
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH O O rn�z o I-rn a
16 P-3352 Set.Blk.,85 Dur.,1/8"x 518"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 OUTER8RAME Q O Z V rri Z 0 LL Co
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab r Q 3¢:p W-=O Z
18 P-3511 #8 x 518"SQUARE TEK 2 Zinc Fastenal Steel 5/8" 3!4" H Q y L)3 O
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116" � �rI"-
Z rn w m p w U)~20 P-3752 Cap Plug,112"Hole M8M Nylon 1" 1511x" 0 w F w O
P-3783 or L 111x" L Of a.. I- of
w
o_ a
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
22 P-3804
r,Tandem
M Nylon
DREW
23 P 4051 #81xe1%4 Ph FH TEK,Wht. Fasgenal Steel 6.. 1 5116" 711x° 1 114" �`',,`S,P�CEN-NS'-.50
-{r3 374" QP: SF �1
24 P 4069 Keeper,Impact,PVC Interlock f 3116"� J,• 1-
7!8° 34 �v" No 58201 :9
1/16°
25 P�479 Weep Cover w/Flap M&M Nylon �_ I� 32 1lts 2# t
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 i 1/16 "b' T cY:
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab S.B.R./S.S.R.-1498 ROLLER TRACK-1776 '9=, STATE OF ;41
31 S-1112 Reinforcement Keymark Alum ;SFS•.<,O p 1L'.•'O��
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 0 3116" 114" r7/8"y ''•.,yIf. �E
33 S-1577 Frame Hook,PVC Impact Keymark Alum 41
34 S-1776 Roller Track Keymark Alum O 718°
911 T_ 31
35 S-1999 Frame Hook,Head,Impact Keymark Alum 1116'
36 S-2000 Panel Catch,Head,Impact Keymark Alum I PVC GLAZEBEAD-6064 GLAZE BEAD-1112 Z�
�- 6" --� 7�}r�1-5116"
37 S-6005 Anti Lift Mikron PVC 7f' 35 8/2y/Z017
38 S-6013 Scrn.Adapt.,w/Nib,PVC Mikron PVC 1/16• 1/2^ 1 1/8 3/8"�I-1 5116"-{
39 S-6014 Scm.Adapt.,PVC Mikron PVC L 38 3J_I I 37 LUCAS A.TURNER,P.E.
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 FL PE#58201
40 S-6063 Fixed Rail Coker Mikron PVC 1/16 1/16 1239 J E#58 AVE.
PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
41 S 6064 Glazing Bead Mikron PVC NORTH PORT,FL 34288
42 GLASS SEE SHEET CARDINAL GLASS 0 3116" PH.941-380-1574
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1
O 5116" 1 118 -J SHEET DESCRIPTION: --
44 P-3539 #8 x 3/4"Square PH Tek,Whl. Fastenal Steel r 6,. I _ 39 BOM AND EXTRUSIONS
45 P�958 Rotary Lock Interlock '1 5/8" 1/16"
46 P-4633 8-32 x 1/2"Barrel Fastener 5/g^ 36 PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
L 1/
Interlock 16°
47 P-4952 Keeper,Rotary Lock Interlock ADE 10/10/13
PLAN VIEW-2000 PANEL IMPACT CATCH-2000 3/16" DWG#: REV.:
3"----I I---1-112" CWS-867 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1t SCALE:
27-28,30 SHEET
SCREW SUPPORT-3113 1:2 3 OF 5
12 1/2"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
-..y 3"(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) I� _W(TYP.) SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) SEE NOTE 2 WWW.CWS.CC
6"MAX.(TYP.) 4"MAX.(TYP.)
INSTALLATION 8200 PVC
I ANCHOR(TYP.) _ i I INSTALLATION HORZ.SLIDER
6" I ANCHOR(TYP.) IMPACT
MAX.O.C.
• (TYP.)
17" I I F, 0wo wwon
MAX.O.C. I I I I I I I I W Z O Z X r_lw
-F-
( TYP.) I O I X I I O I X I O R-}OD'�m
LL F-W�ZF-3�.�2
Z Z=2aW
I O OF-O a20w
U 0(n1--Ua PU)D.
I I o oL��-z~=`)
I a ZOWZOLL0
F=-LL2o
g¢OFw-Fmoz
I I a I I V I W OO of"On OW
LL-lAW
-- -- -- -- O wF-0w=�v})
d FOf
EL X
ANCHOR LAYOUT-(FIN)
' ANCHOR LAYOUT-(FLANGE) gyp+►���+�+++++
0PNDREW r+0i
No 58201 ��O
S STATE OF
or 4
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS'J EQ 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 5. 8/29/2017
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.
FL PE#
` PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
,,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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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 BYGATE:
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 u: REv.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT (( jJ/](��® •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
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.
SEE TABLE 1 -OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS - 1/4"MAX.SHIM wWw.
W W W.CW S.CC
SEE TABLE 1 1
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1 4 SEE TABLE 1
PERIMETER SEALANT SZOO PVC
BYINSTALLER AND OUT J. SEE TABLE 1 ANCHOR
INSIDE HORZ.SLIDER
SEALANT BEHINDC� MIN.EMBEDMENT
FLANGE BY INSTALLER 1/4"MAX.SHIM �❑� SEE TABLE 1 IMPACT
a � oaZ~°
PERIMETER SEALANT WOW_Z Wp QF-Z
W
—PERIMETER SEALANT BYINSTALLER W ZOZ
BY INSTALLER p INSIDE AND OUT O Q co�—:}O cr 3:m
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q Z w p 0
INSTALLATION ANCHOR LANT BEHIND SEE TABLE 1 O O u)O z'L F U)a
SEE TABLE 1 FLAN STALLER SEALANT BEHIND O Z—of Z Z F.7
FIN BY INSTALLER Z 001�—O U-
B HORIZONTAL SECTION C HORIZONTAL SECTION 4 F=-D-2 0 0 Li Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE af 2 O H F-F=-z C6
O—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION K } O
w O,w�OW0w
?-n.
0- _~� woIL
1/4"MAX.SHIM w T IL W�d
SEALANT BEHIND
FLANGE BY INSTALLER �7� ���•�NbRE W���4
\
ENg
T ��i
PERIMETER SEALANT VPy•�O
BY INSTALLER MIN.EMBEDMENT v:• No 58201 •'��
SEE TABLE 1 =} * *S
INSIDE AND OUT I • _
t ^O• ;rYL
SUBSTRATE BY OTHERS �901.•,STATE OP•.:���/�
SEE TABLE 1 MIN.EDGE DIST. �0, ° O R 1..'°
SEE TABLE 1 0 shy BONA
��ERTICAISECTIONILL ANCHORAGE
° 8/29/2017
TABLE 1:APPROVED INSTALLATION FASTENERS
F _ TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
F NGE CONCRETE(2.0 KSI MIN.) 3/16°ITW TAPCON 1-1/2" 1-118" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW 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
_ HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-112" / D"\
BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR 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
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-867 C
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 5OF5