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Product Approval Menu>Application Detail
FL# CFL16736-R2 tl r
Application Type Revision
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p;. Code Version 2017 '
a'x Application Status Approved 1y
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k �y Comments
Archived
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Product Manufacturer Custom Window Systems Inc.
4
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
x�` (352)368-6922 Ext 245
kpine@cws.cc
..
w<,^ Authorized Signature Kevin Pine
kpine@cws.cc
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Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
a :�7 (352)368-6922 Ext 291
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jlathrop@cws.cc
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Quality Assurance Representative Arturo Monteverde
ze ; ' Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
W- '$ (352)368-6922 Ext 221
d amonteverde@cws.cc
AP" Category Windows
' Subcategory Horizontal Slider
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Compliance Method E tion Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
� " ❑ Evaluation Report-Hardcopy Received
P
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 FL16736 R2 COI EvalReport871C Dmf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
https:l/floridabuilding.org/pdpr_appdtl.aspx?param�vGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d[1/2/2018 11:05�5 AN[]
Florida Building Code Online
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
' Certified By
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` Sections from the Code
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�? 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
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�� Sumniary,of Pro 4ets ���
16736.1 �� HS 8200 PVC
Name� �-- Description -
�t, s
" Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
4
„ w Limits of Use Installation Instructions
` of Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf
J,IhMN 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 FL16736 R2 AE EvalReoort871C.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
� r � a Glass complies to ASTM E1300-04.
16736.2HS-8206 PVC Horizontal Slider", _ HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX..
Limits of Use Installation Instructions.
1 -Approved for use in HVHZ:Yes FL16736 R2 II CWS=869C.pdf
f Ky Approved for use outside HVHZ'Yes Verified By: Lucas A.Turner 58201
Impict:Reslstani:rYes 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 EvaiReport869C.pdf
t ca SFV LG. must be safety glazed when used above 30 ft. in HVHZ. Created,by Independent Third Party:Yes
' Glass complies to ASTM E1300-04.
t
a rpt:
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.:•Privacy Statement ,Accessibility Statement::Refund Statement
a 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
�s
[ 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
P Y P Y PPY
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.,
rr
please click here"
Product Approval Accepts:
'. Credit Card `-
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j. Safe
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https:?/floridabuilding.oryrpripr_app_dtl.aspx?param=NvGEVXQ%vtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYU1XIuFJrTC1A%3d%3d[1J2?2018 11:05:25 Ablj
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. 429779
Evaluation Report 869C
September 7, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ16�"'
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements o
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements ofEdition(2017)Florida.Building Code including the High Velocity Hurricane Zone. The product t
standards 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-869C, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A, -4,and-4A, 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-869C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• 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
• In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-
111.7.021,and in the fixed glass requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11 t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6"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 I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
%%%Jilllorrfi$4,
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Na 582€I1 9/07/2017
=* Lucas A. Turner, P.E.
FL PE#58201
1: STATE OF
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GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSl�(u/(I%�—/�{
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
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX","x0'. HORZ.SLIDER
112 1/4'MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
4915116^ 24 5!8' INFILTRATION TEST PRESSURE AND GLASS TABLES F- OWL)O ¢w o w
ASTM E-1300-04e01/09. z w. o
GLASS DLO GLASS DLO w Z O z D__—L
F
5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED 0 F w§z O of�_
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=m¢x w O p
DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-0,5¢=I-w
ANCHOR CALCULATIONS. 00 z L U)z z F j a
z 0OZU� =p-
64 114^ I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a F- w M p O LL Z
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- �¢�¢O w p=Z—
O�ENRGAEL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F O Q r} p
HEIGHT B B FMUST BE LYING DEBRIS.ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a Z=X wow
w u)w
p wF-0 axIt}
MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0_ co
= a w
58 13!16" USED AT FIXED MEETING RAIL AND HEAD/SILL. CO F- o
UNIT n GLASS GLASS
HEIGHT DLO I GLASS ��vaUu+t+N"+
D D DLO 6.SERIES 1 MODEL DESIGNATION HS 8200. `,,`��y P G EE . 4
59 9116^ 6 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: +JC�,�v� ���
p C X=OPERABLE SASH,O=FIXED SASH No 55201 :''1i S
SASH
HEIGHT i 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR * *=
I e LOCATION. ID% STATE OF :��1
C' 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4"FROM BOTH ENDS. %f°�'°1 q R 1 s? '���`
2715/16' 6
rA
MAX.SASH WIDTH
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCR PTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS...........1 DRAWN BY; DATE:
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING -DW-6-4: REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 C
ANCHOR SCHEDULE&NOTES................5 111' x 63" +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
f
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
—1
8200 PVC
7/8"OVERALL _ HORZ.SLIDER
3/16'ANNEALED OR TEMPEREDIMPACT
718'OVERALL
114"AIRSPACE 1/8'ANNEALED OR TEMPERED Q Z Q Z
7/16"LAMI3/8'AIRSPACE Z O W p0 Q 1 W-o w
3/16"ANNEALED W Z O Z C,r--Z~
5/16"LAMI g Q 0�E y-0 0.3.ao
LL F-LU ZF-3:21
.090 SENTRY GLASS IONOPLAST INTERLAYER1l8•ANNEALED Z Z=m Q w W O O
3/16"ANNEALED 00 00 F- U d FF--U )d
.090 DUPONT FVB INTERLAYER Z ZO U)Z Z 7 U U)
1
118"ANNEALED Q FZ1,g(OLLZ
QUANEX DURASEAL 9 PURFECT GLAZE"H" >- g?O F F H O-
IG SPACER SIKAFLEX 552 _ 12- :E ?t O
QUANEX DURASEAL [PURFECT
GLAZE"H' W Ui W a)p w(n F
IG SPACER AFLEX 552 a ?=a Ir O-u)
nom. ~D w 3'1/2'GLASS BITE0 11 GLASS BITE 10"DREW'14
60 STATE OF .4t;
414141
O GLASS TYPE B toot
SASH GLASS
GLASS TYPE A Yz
FIXED GLASS
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 10/11/13
DWGII: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE:-- --SHEET
1:1
201`6
INTERIOR 2 5 3 24 ummmin
WINDOW SYSTEMS
1900S1 19 oc49 OCA
0 15 1 13 42 4 A3 , LTH AVE.
CALAFLORIDA 34474
www.CW S.CC
- --- 40 8200 PVC
HORZ.SLIDER
IMPACT
a z 3. azo
1nwacio
11 8 3 2 5 6 17 18 8 1 SECTION VIEW D-D o Q 0§y O a:�m
JAMB ROTARY LOCKS LL F-w Z I-�:2=
z z=2¢ow00
0 oroa=Fof
JAMB ROTARY LOCKS: 0 U cn F-Z a-F co R
40 MAY BE SUBSTITUTED FOR JAMB o z-j-Z F-Z)0)
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Q o Z U�Z Q LL-
1 p REQUIRED ON FIN UNITS. <¢w0 W 0 tz-O Z
a5 < Oo�Y5�O2
A3 - Z m W N 0�CO F-
a
as o wf- 0 w= >-
31-37 (fid
186 `l+O+`PpAIDREk��T���f
11 - 50 A�Pyv\G EAI S •.�y41
14 HEAD IMPACT HOOK(TYP.) '�`�' �° 56201 ,•••i1
MIDSPAN OF SASHES
6 I (ITEMS 44&46) 0; :0:--
S�: STATE OF :��11
a
INTERIOR
I I
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
---I y 16 __� I �/ I 9/22/2017
NOTES:
262 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
4 PH.941-380-1574
I SHEET DESCRIPTION:
10 I I
p �1p — SECTION VIEWS
1 8 DRAWN BY: DATE:
TEF 10/11/13
SECTION VIEW A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG u: REV.:
1:20 CWS-869 C
SECTION VIEW C-C SCALE: SHEET
ALTERNATE FIN FRAME
1:2 30F6
PARTS LIST 3 1/8^ CORNER CONSTRUCTION /meq
ITEM PART# DESCRIPTION VENDOR MATERIAL 3118"
3118" V- (�1�J(4UU L(jL('(%J
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 4 (..0 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC OCALA,FLORIDA 34474
1116' WWW.CWS.CC
5 P4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 2 11116"Lp;k
39/16" 1 718 1116" &6 P-3342 Seam Scaler,SM-5504 Schnee Silicone CORNERWELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC 1' 118• 1.8 HORZ.SLIDER
9 S-6014 Screen Adapter,Head 8 Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 i_.— HD MTG RAIL-1681 IMPACT
PVC FRAME FIN-6048
10 P4479 Weep Cover w/Flap M&M Nylon 6
11 S-6064 Glazing Bead Mikron PVC
12 H-6050 Sash Meeting Rail,PVC Mikron PVC f�2 3/16 1 15/16' 1 3n6'�{ �2 3116'--+ 5 1-- O w O O W O
0 LILI
13 H-6051 Sash Pull Rail,PVC Mikron PVC = 12 I 14 3 w z O z X L Z L
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1518, 1 5/8" Q 13 1 518' is OLL H W Z O-��_
Z Z=2 Q L1 W 0 0
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I 1!16 2 O O Z O ¢=r 0
1/16" 1116" 1l16' 1_ O 0U)F ZdP U)5.
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 0 Z—ow—Z I.-O
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 Q O Z U Z O LL U
FIXED MEETING RAIL y Q—u-W O M O Z
18 P-3429 Wstp.,0.270 X.187 back FinSeal,Gr Ultrafab q5 3116' SCREWED TOGETHER WITH 1r g¢O F-t=!Z Z
19 P-3783 Lock,Impact,PVC InterlockOUTERFRAME F rn 0
// 1:8 OOIxU)0 W01W
20 P4051 1#8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O O Z Ln W O�ro x
21 P-4069 Keeper,Impact,PVC Intedock 518• --j 0 W r=-0 W 20 CE
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6. I � 314" a. � b- rr M
23 P-4958 Rotary Lock Interlock 1 5!16" 1, Ir 15 1 „irrryrr
24 P4633 832 x 1/2"Barrel Fastener Interlock 46 L 1/16' 15116'( 1!16' 0 140REbi,N,�
25 P4952 Keeper,Rota Lack Interlock 7/8 III � �A Pv.•. ,S 7 pr
p Rotary }— 1116' SASH MTG.RAIL-1497 1F;yGEPl' G
SASH REINF.-1699 :J= 1.'.J!:
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 --1 314-
28
No 58201 :�L
27 P3541 98 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/16' 3/16" 314 7/16" t 1l4
28 GLASS SEE SHEET 2 CARDINAL GLASS L' ^9; STATE OF .'�r�
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O 16 7 :*O� c P:`aV
30 P-3028 Set.BIk.,85 Dur.,118"x 718"x 2"Lg. Frank Lowe Rubber 6' 1116^ 1/16" ,�S'� A 1.
31 P-3218 Screen Frame Allmetal RoIlFonn S.B.R./S.S.R.-1498 ;4ISIONA S "'
-(— 44 ROLLER TRACK-1776
32 P-0754 Screen Comer Key Allmetal Nylon W� 1!16' 1/4
33 P4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 x718'1
34 P-3029 Screen Pull tab Summit 718" I
35 P-3033 Screen Spring Fla.Spring SS 0 3/16" j— 9/1643
36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 L 1116 9/22/2017
37 P4772 Screen Cloth,Fiberglass GLAZE BEAD-1112
LUCAS A.TURNER,P.E.
40 P3113 Screw Support,PVC Team Plastics Rubber I _I 112' 1 1/8'1 FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon t 5116" 3!e" 1 5/16"'j 1239 JABARA AVE.
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 42 �® I 48 NORTH PORT,-1 34288
7/8' 1!16' PH.941-380-1574
43 5-1112 Reinforcement,Head,Jamb Keymark Alum 1— 1/1fi' PVC SCREEN CATCH-6013 1116 SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum FT-6005
45 P-3748 #6 X518 Ph FH TEK,Zinc,Painted Ajax Steel PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 1 118^
BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"1F- 3' ♦--i-1/2" 5116'
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I I g DRAWN BY: DATE:
48 S-6055 Roller Track,PVC,(Anli4ifi) Mikron PVC 40 1/ TEF 10/11/13
T-
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG u: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 C
50 1 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: ----- ----
14,38-39 sc"LE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
coggo"
WINDOW SYSTEMS
3"(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
CIIA }---{ 3'(TYPJ �•- r161/4^� SEE NOTE2 4^ .(TYP.)� 8'MAX.O.C.(TYP,) WWW.CWS.CC
MAX.O.C.
MAX I (TYP-) a^MAX
17
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
MAX.O.C. I IMPACT
(TYPJ a z ¢Z3O X I X X z' OWO QFw-2O
ZOZ of
i O a0�j>-OX?:m
LL FW Zi,--3'22
Z z=m<ww O
00 UmO��zC-F0)nn.
Z OZ�UN
�IE0r...-t-O-
Z
coo Lu
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) x z m a
o-v�r
o wry w=arn
0- ~ D oda
�100 gOREW fT.-.
G�y.y�GEIJS;FG'P,y'G
?�:• No 58201 '
STATE
'A14
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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
9/22/2017
4.ALL N A TI N AN H R h US B ADE F RPR T C E IT A O R SON RE ISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E.
FL PE#
BE PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
S.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
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"FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY; DATE:TEF 10/11!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 A.' REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 125 5 OF 6
MIN.EMBEDMENT \`�n� ILS•l!I/UU(1 II(�(`�J,T
TYPICAL HEAD ANCHORAGE SEE TABLET -SUBSTRATE Illi/I
BY OTHERS WINDOW SYSTEh9S
MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS — - 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1
MIN..EMBEDMENT MIN.N.EDGE DIST. www.cws.cc
SEALANT SEE TABLE 1 SEE TABLE 1
8200 PVC
IN INSTALLER SEE STALLAEION ANCHOR -"–-- HORZ.SLIDER
INSIDE AND OUT
SEALANT BEHIND SEE TABLE 1MENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q Z 2j Qz3�:
---�--� PERIMETER SEALANT Z w.W.�0 a W 0 W
PERIMETER SEALANT BY INSTALLER W Z O Z If-z F
BY INSTALLER INSIDE AND OUT U) Z O�?�_
i INSIDE AND OUT INSTALLATION ANCHOR, Z -Z-=:5 Q-W p O
SEALANT BEHIND SEE TABLE 1 O O F-0'j Q=F
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U U ,z D.P u)D.
Ir-
SEE TABLE 1 FIN BY INSTALLER Z ZO O 7 7 U N
HORIZONTAL SECTION �� HORIZONTAL SECTION Q F Z'g z0 O ❑. Z
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE 2 O F F F=-Z–
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F XO r Y 0 O
K Z�W�O��W
CL 0 In
O WFZ W=�w
114"MAX.SHIM a a D_ (L
SEALANT BEHIND
FLANGE BY INSTALLER O S+1 r4
ir.ua lr
......... T tt�i
PERIMETER SEALANTMIN.EMBEDMENT Jo'
r BYINSTALLER SEE TABLE 1 Sv: No 58201 =�
INSIDE AND OUT
73: STATE OF .�<u
j SUBSTRATE BY OTHERS O,p•,•,c A;•V
SEE TABLE 1 ���F •COR 10 �`
MIN.EDGE DIST.
SEE TABLE 1 'itt SJO•'AU�N,`��
/'A_1 VERTICAL SECTION ; I►rtltlltll
6 TYPICAL SILL ANCHORAGE
X�
I TABLE 1:APPROVED INSTALLATION FASTENERS
a 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMB)504ENIT MIN.EDGE DIST, LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"fTW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"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" 6 BOX FRAME INSTALLATION SHEET DESCRIP1[ON:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3116"fTW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON 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,
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: D. 'By: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13
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 owl i-- REV.:
FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 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 60F6