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4Product Approval FIL 01) ,py
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Product Aooroval Menu>Application Detail
FL# C:Approved
2RECEIVED
Application Type Code Version MAR 2 6 2.018
Application Status
ST. Luce County, Permitting
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
b
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 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method E ti n eport from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report- Hardcopy Received
" a
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
t Validated By Steven M. Urich, PE
0 Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAM A/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
https://floridabuilding.orgpr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohLz6ontOd51LABPugYUIX1zz.FJr"rCXA%3d%3d11/2/201811:05:25AMI
Florida Building Code Online
ASTM F1996-09 2009
PA/TAS 201/202/203 1994
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
a o Pr
FL# Model, Number or Name Description
tr.,
16736.1 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: Yes FL16736 R2 II CWS-871C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in I FL16736 R2 AE EvalRenort871C.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
16736.2 HS-8200 PVC Horizontal Slider THS 8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort869C.pdf
I.G. must be safety glazed when used above 30 R. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
m
Contact Us::2601 Glair 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 determine if you are a licensee under Chapter 455,F.S.,
please click here-
Product Approval Accepts:
,3 ® ® Krtack
Credit Card
a4 Safe
I
https://floridabuilding.org/pr/pr_app_dti.aspx?param=vGEVXQwtDqu8obl%2fZm6TgPohLz6ontOdSHABPugYUIXIuFJrTCXA%3d%3d[1/2/2018 11:05:25 AM]
U RNE R1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. 429779
Evaluation Report 871C
August 29,2017
rEdition
Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XO
"x63"unit size with design pressures of-1/-60 psf(Fin or Flange window)
turer: Custom Window Systems, Inc. 1900 SW 44`x'Ave, Ocala, FL 34474
t of Compliance: This report evaluates the above-listed product per the requirements of FAC
pproval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
017)Florida Building Code including the High Velocity Hurricane Zone. The product testing performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A.Turner, P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-871C, signed and sealed by Lucas A.Turner, P.E.
3) Test Reports NCTL-210-3 887-1,-1A,-2, and-2A, by National Certified Testing Laboratories,
Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203
`94, ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02,
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10,
, I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'h Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do 1 intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
�Zf U n r►rrif
����� �tt)RE W
J; •F:
No 58201 ' ?3
STATE OF
.00 . A, p ;•,��'�` 8/29/2017
� /QNAI.E� �,, Luc s A. Turner,FL PE #5820P.E.
irrrrrr��t�
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Qm2w
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. WWW.CWS.CC
751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ. SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
o Q wZ ZRATTEPRESSURE AND GLASS TABLES JQSTM 0 w
ZOZ X--F
I i co
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o F-W 3 Z O�M
64114"
I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z Z= ¢W w O O
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O(O M=F-C
MAX
FLANGE B B ANCHOR CALCULATIONS. p Z—ai Z Z I~- uai
HEIGHT I Z 00=)
uj ]U-
6,PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q f--'mo O-,
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- <Q O W 1z m Z—
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < W D' Y j 3 O rn
63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND U- w y pO J�w
MAX. I FLYING DEBRIS. a z=0 0.O—r-
UNIT
HEIGHT O X 59 9/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT x 2~ W 3 w U
MAX. USED AT FIXED MEETING RAIL AND HEAD/SILL. n ~ o w D.
SASH
HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. ����PNDREW`'11,
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z G�
58 ASS I I B X=OPERABLE SASH,O=FIXED SASH 2v-
G �
GLASS No 582'01
I I � 5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR :*% + "
5 LOCATION. 9Q:
STATE OF
I I I I 5 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4'FROM BOTH ENDS.
C
C A A
5
33"GLASS DLO
36 5/16"MAX.SASH W IDTH
9/22/2017
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
SE ERAL NOTES&TIONVIEWS&G LEVATIONS GLAZING DETAILS
� MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DW
SECTION VIEWS 8 GLAZING DETAILS....2
EXTRUSIONS 8 B.O.M...............................3CWS-871 C
ANCHOR SCHEDULE BNOTES................4 74"X 63" +/-60 PSF LARGE MISSILE IMPACT sHEET
INSTALLATION DETAILS...........................5
7 e 2 czmm
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6 WWW.CWS.CC
\ T 8200 PVC
HORZ. SLIDER
r IMPACT
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No 58201
HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASH * { =*S
(ITEMS 35 8 36) 9'. :R S
7/8'OVERALL %'P STATE OF .WZ
1/8'ANNEALED or TEMPERED '��'��,•'�(O R 1 Q''�fir;
INTERIOR 7/16'AIRSPACE
•annnol,
5/16•LAMI
1/8'ANNEALED
ROTARY LOCK(TYP.)ONLY AM DUPONT PVB INTERLAYER
t134)
O HURRIICANE FORGED CE WINDS.
LOCATED AT THIRD POINTS 1/8'ANNEALED
19 I �/ I (ITEM 27) 9/22/2017
i /� 1 PURFECT GLAZE'H'
13 SIKAFLEX 552 LUCAS A.TURNER,P.E.
12 q FL PE#58201
:rT 1239 JABARA AVE.
NORTH PORT,FL 34288
a_ PH.941-380-1574
1/2'GLASS BITE SHEET DESCRIPTION
0 0 \� SECTION VIEWS AND
QUANEX DuRAsEAL GLAZING DETAIL
4 IG SPACER
SECTION A-A HEAD IMPACT HOOK AND DRAWNBYDATE:
JAMB ROTARY LOCK LOCATIONS ADE 10/10/13
120 GLASS TYPE A wca: v.:
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST 31/8'---- — CORNER CONSTRUCTION
ITEM PARTS DESCRIPTION VENDOR MATERIAL 3 7/6'
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 7/2' WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bol.Rail Mikron PVC 211116 39/16" 2 1/8" 1116' WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16"
6 H-6050 Sash Meet.Rail,PVC Mikron PVC O I CORNER WELD 8200 PVC
j (ALL SIDES)
7 H-6051 Sash Side Rail,PVC Mikron PVC 1 �—t' 1.9 HORZ. SLIDER
8 H-6D49 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1636 IMPACT
9 P3029 Screen PDII Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley 23116' I`1 15/16"�{ 1 3/76" g/t6" 1 Q Z <Z0 Z
11 P3113 Screw Support,PVC Team Plastic Rubber rte— Z W W O <w z O
-17M
12 P-3218 Screen Frame Allmetal RdlFonn 1 6 4 40 Z Z O Z W—
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8' t 5/6" q 7 15/8 15/16" OLL H w 3 Z°3 2
Z Z=2<M
14 P4754 Screen Frame Comer Key Allmetal Nylon 1/16• L 1/16" 1/16' 7116• FIXED MEETING RAIL O H O r j¢=OF¢
LL SCREWED TOGETHER WITH O m l, Z D't'ro a
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone Z O Z r O U)
OUTERFRAME
16 P-3352 Set.Blk.,BS 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 O rn Z o O U
1--LLMOOWZ
17 P-3429 Wslp.,0.270 x.187 back FinSeal,Gr Ultrafab <3:Oy W—F O—
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 318.�— y 314' F j IS)
O
19 P4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" T� 2 Zia.w N p-1(n
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 7• II II 15/16' 1/16" D- w t=O a= >
P-3783 or O L V 16' = a Lu 3 w N
21 P5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 d ~ D.
22 P4779 Roller,Tandem M&M Nylon _ g"—— =1 15/16 �%%�PpiOREW�T���
7/16" 1 1/4' ♦ �/ r
23 P4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 314. _ 1GENS'•. Q 4,
24 PA069 Keeper,Impact,PVC Interlock 3116•
7/� 1/76' ��i + v No 56291 '�9
25 P-4479 Weep Cover w/Flap M&M Nylon ��L•—(y ?* t
PLAN VIEW-1999 1/16•
26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel HEAD IMPACT HOOK-1999 1/16" :-a. ;¢;
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 9; STATE OF ,41
27 P4958 Rotary Lock Sullivan Zinc %O•, Stu.
28 P4952 Keeper,Rotary Lock Sullivan Zinc 0 3116" �y�t7` .. ���`
29 P4959 Wstp.,0.420 x.187 back FinSeal,G Ullrafab O 1/4' r7/6•�j ��hSs'ONp
30 P4633 Barrel Fastener Fastenal Steel 41 _I
31 S-1112 Reinforcement,Head Keymark Alum 6 l --15/8-
r 7/L 9/1L
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 7112
5/8' PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum I 1/16 X�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2' 1 1/8'x{ 318" 15116' 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum
37 S-6005 Anti Lift Mikfon PVC x 3116 3 LUCAS A.TURNER,P.E.
38 S�013 Scm.Adapt.,w/Nib,PVC Mikron PVC L 3"� N 1--1/2 1/16" 1/16' FL PE#58201
P 1239 JABARA AVE.
39 S-6014 SCT.Adapt.,PVC Mikron PVC T 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
p SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cover Mikron PVC
PH.941-380-1574
11,8"
1/8" SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5 16"
42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116"
PVC SCREEN SUPPORT-6014 DRAWN BY DATE:
ADE 10/10/13
w a: v.:
LINE ITEMS NOT USED: CWS-871 C
33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET
12 3OF5
rr WINDOW SYSTEHS
12 1/2'MAX O.C.(TYP.) L 1900 SW 44TH AVE.
(TY 3'(TYP) m. OCALA,FLORIDA 34474
6'MAX P.) SEE NOTE 2 4'MAX ) 8'MAX.O.C. P.)
6-MAX.(TYP.) r-3'(TYP.) 4'MAX(TYP.) -SEE TE2 WWW.CWS.CC
INSTALLATION HZOO PVC
ANCHOR(TYP ; INSTALLATION HORZ. SLIDER
8
ANCHOR(TYP.) IMPACT
MAX O.C.
(TYP.)
1r I owo wwop
MAX O.C. I ._>... - it I I I w Zu0z wE::3m
(TYP-) 0 �� X I I �� X o oxaaa,�
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ji I I I >- <3olw-f-xoz
00 m
LL�wNOJmr
a
-- --- -- - -- -- -- o wr=O a=Ir
x a W�a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) *puurnq�
,��o�PµOREW Tri��
�Op�?.��CENSF�;•Ai.
No 58291 koP Z
�9% STATE OF .�Wt
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO 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 `1
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. 9/22/2017
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,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. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3" DWN BY. DATE: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. DWc#: V.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 120 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY MIN.EDGE DIST.
1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE CMEMSM
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 WWw.OCALAFLORIDA 34474
i/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 IN DE AND OUT SEE TABLE ANCHOR-- HORZ. SLIDER
SEALANT BEHIND SEE TABLE I IMPACT
ol
FLANGE BY INSTALLER 1/4'MAX.SHIM
0 Q 3 aZO
aPERIMETER SEALANT Z w uj p Q 1 wF-a W
PERIMETER SEALANT BY INSTALLER w Z O Z C F t
BY INSTALLER INSIDE AND OUT 9 Q(O 3>.O it�m
INSIDE AND OUT INSTALLATION ANCHOR Z LL Z=m Q K W oO=O
INSTALLATION ANCHOR - SEALANT BEHIND i SEE TABLE 1 O O Z a= CL
Oto~ f-NCL
SEE TABLE 1
FLANGE BY INSTALLER SEALANT BEHIND Z-y Z I.-
FIN
FIN BY INSTALLER Z 001
]O-
�Bl HORIZONTAL SECTION KC1 HORIZONTAL SECTION a r-—LLM O O LLZ
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE } O F E-1=-Z-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q w }0 3 O
LoLwwwowww
i—a co
C w.-0 (LX
1/4'MAX.SHIM CL a O Il
HIND
FLANGESEALABYINSTALLER
PERIMETER SEALANT ---
BY INSTALLER MIN EMBEDMENT v 1- No 58201
INSIDE AND OUT SEE TABLE 1 * ;
?9; STATE OF
SUBSTRATE BY OTHERS 0 ............( O '\2
SEE TABLE 1 MIN.EDGE DIST. �iiES O
\ SEE TABLE 1 ��i�S;ONAiyE?���
�q l VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
r
OTABLE I:APPROVED INSTALLATION FASTENERS 9/22/2017
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.) 3/16"ITW TAPCON 1-1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITN 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
p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3l8" 7/8 INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 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 KW IK-FLEX OR ITW FULL THREAD 7116„ UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060'
1/8"ALUM.(6063 TS MM.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED W ##: REV.:
FLANGE 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 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" 112" SHOWN FOR FLANGE WINDOWS. C L ' SHEET
12 5OF5