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0� Product Approval ��� Dj
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R:Public User-� Y�f�. JAN Product Approval Menu>Application Detail 10 20ST. Lucie County PeFL# FL16736-R2
Application Type Revision :yj
r Code Version 2017
Application Status ApprovedI U= !
Comments s t°
,{ tt
Archived r
Sr" Product Manufacturer Custom Window Systems Inc.
X,�
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474 t+
(352)368-6922 Ext 245 �
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
,I:;'
h r'
Technical Representative Jay Lathrop E
l Address/Phone/Email 1900 SW 44th Ave t
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc ] +I
Quality Assurance Representative ` Arturo Monteverde }
1 Address/Phone/Email 1900 SW 44th Ave q
Ocala, FL 34474 is
(352) 368-6922 Ext 221
amonteverde@cws.cc
k'- Category Windows
Subcategory Horizontal Slider ;
ii Compliance Method E tion Report from a Florida Registered Architect or a Licensed Florida
t#
Professional Engineer 4'
x Evaluation Report-Hardcopy Received I
i � Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report t
r Florida License PE-58201 ;`
' Quality Assurance Entity Keystone Certifications, Inc. 1;
Quality Assurance Contract Expiration Date 07/21/2020
y. ,.- Validated By Steven M. Urich, PE �� 1
Validation Checklist- Hardcopy Received ],
sR " Certificate of Independence FL16736 R2 COI EvaiReport871C.Ddf ;Is ,i-
Ji
pp , t
i'. gv -
� �' Referenced Standard and Year(of Standard) Standard Year a t
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 �[
ASTM E1886-05 2005 a .._
I" r lY
t.
https://floridabuilditig.org/pr/pr_app_dtl.aspx7paramwGEVXQwtDqu8obl%2fIZm6TgPohLz6ontOd5HABPugYUIXIz FJrTCXA%3d%3d[1/2/2018 11'05:25 AM]
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Florida Building Code Online
ASTM E1996-09 2009VMM " II
ss
s PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By i
" Sections from the Code tl°
4
f Product Approval Method Method 1 Option D E
Date Submitted 09/28/2017
Date Validated 09/29/2017
r Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017 !
Summary of Productskk
r
Model,`Number or,Ne
ame ; Dscription, i{I ii
a
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. 11
Limits of Use Installation Instructions y ;
Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pcf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yesi� },
Design Pressure: +60/-60 Evaluation Reports
ua
Other: Large Missile, 74"x 63", DP+/- 60 psf.Outer lite in FL16736 R2 AE EvaiRenort871C.pdf
€ ] LG. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes X
�l Glass complies to ASTM E1300-04.
' L.1 - =7S-
A
-8200 PVC Ho rizontal'Slider HS 8200 PVC Horizontal Slider,,IMPACT, 111"x 63 XOX.of UseVo Installation Instructions
ed'for us .Yes FL16736 R2-II C'WS 869C.Rdf
ved'for usHVHZ Yes Verified By: Lucas A •Turner 58201 t ReslstanCreated by.Independent ThirdParty Yes
Pressure ` _ ��' Evaluation Reports-L'arge Missx 63 , DP,4+/�60=psf Outer;lite in FI 136 R2.AE EvalRenortB69C pdf� st be safetyhen used above.30 ft in HVHZ Created by Independent Thi�d'Party Yes
mplies to A00 04. .
k L ;
t • x ��t���a. � ,I'. 3'
s Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Co right 2007-2013 State of Florida.:;Privacy Statement:•Accessibility Statem25,
ent::Refund Statement I '�iV
� � � 54
I ,; » '.,: 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 tt'
a ' 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 I %'
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 iii
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.,
y please click here•
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URl®TER 1239 Jabara Ave. <�
North Port, FL 34288 ;i)
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779 '
Evaluation Report 869C i' S
September 7, 2017 ! i
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) `
Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i Ave, Ocala,FL 34474 lI
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6"' �
Edition(2017)Florida Building-Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
!' n
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. i
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 is
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08 j►
4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A.Turner,P.E. IE r
Installation: Units must be installed according to approval document CWS-869C. '
I'.
Limitations of Use: Thisproduct:
• May be used up to the sizes and daylight openings indicated in CWS-8690
j r
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters I'
• 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-
1117.02t,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.I Ot i. .71
1.
t 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
t
product. i
.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 wi11-I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
���14�NpRE4�t�ifli t
58201 9/07/2017
Lucas A. Turner, P.E.
" FL PE #58201
•, STATE OF
0 F1
I
i 1=
7
7
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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","XO"' HORZ.SLIDER
1121/4'MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX.UNIT WIC GLASS TABLES ASTM E-1300-0401/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < z 3: `c z 3�:
INFILTRATION TEST PRESSURE AND GLASS TABLES — 0
F- OUJO 0)Wc'0
49 245/8' ASTM E-1300-04e01/09. Z W-jo <�- W
w z0z 0�1_zj_
GLASSL GLASS DLO 0 ;—�run)§>_0 c�3:Hi
S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL F-W ZF-3:2!
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET STOR ANCHOR z z m:2<m w 0 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 01�- 'j O7�fm
() 0 u)F-z cf)Q.
ANCHOR CALCULATIONS. 0 Z—U)0 D—z :3(A
Z 0 .— 0—
— 00)z 0 o
F-—LL 2 LL
64114" 1 <6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT >- <2�Ow TO—
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT z 0i
OVERALL
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT
F- 0 M>-
FLANGE w 0
HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND LL U)0 Lu U)uj
FLYING DEBRIS. Fr Z=W 0-1 In�-
D_ — a- 0 O—to
0 w Of>
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT M M ul 3r,W U)
0.
MAX 58 13116' USED AT FIXED MEETING RAIL AND HEAD/SILL.
UNIT GLASS 5611/4'
HEIGHTDLO D GLASS ootiffil",
D OLD 8.SERIES/MODEL DESIGNATION HS-8200. 01 DREW '11,,
rB
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 ENS
59E/16" X=OPERABLE SASH,0=FIXED SASH No 55201 -p
MAX.
SA,l H10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
HEIGHT LOCATION. S STATE OF
I=> 1.0
C
11.EXTERNAL WEEP SLOT 1/4"x l"LOCATED 4"FROM BOTH ENDS.
C—
27 15/16'
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 DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1 TEF 10/11/13
GLAZING DETAILS.....................................2
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATINGIMPACT RATING DW_# REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 c
ANCHOR SCHEDULE&NOTES................5 111"x 63" 60 PSF LARGE MISSILE IMPACTi SCALE:
INSTALLATION DETAILS...........................6 F" SHEET
1:20 1 OF 6
� �T�
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
8200 PVC
7/8"OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPERED7/8"OVERALL IMPACT
—1/4"AIRSPACE
1/8"ANNEALED OR TEMPERED < -z � <z 3:
7/16"LAMI P owo U)Wod
—3/8'AIRSPACE z W-10 <I,-ow
—3/16"ANNEALEDw zoz
—5116"LAMI 0 Q U)�>-0 of 3:Fn
—.090 SENTRY GLASS IONOPLAST INTERLAYER —1/8"ANNEALED z 0 O�-a:02z <afc)
wo
3116"ANNEALED 0 0 U)F-6<Z a-F-CQ(L.
.090 DUPONT PVB INTERLAYER 0 z-w-Z Z)U)
z So-
1/8"ANNEALED < zowzo0 LL
9 PURFECTGLAZE"H" >- z
QUANEX DURASEAL SIKAFLEX552 Owrmo-
I- !Z z uj
IG SPACER it 0�r U)0
00 w
QUANEX DURASEAL URFECT GLA7E"H" �Lj LL'n w U) W U)"J
IG SPACER x z 0�U)�-
IKAFLEX552 a- - 0:0�u)
1 0 W F-0 a-= >-
1/2"GLASS BITE Of W�:of
w = w ul
F- Q� I,
30 GLASS BITE "%itilloREff"
,%0 OW 114p
.N.S*
No 58201
STATE OF
C3 46
.O .........
GLASS TYPE S 40rolliol"
SASH GLASS
GLASS TYPE A ZZ
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
DWG 4: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 c
SCALE: SHEET
INTERIOR 2 5 3 24
WINDOW SYSTEMS
1900 SW LTH AVE.
1 19 or 49 15 1 13 3 OCALA,FLORIDA 34474
www.CwS.CC
it 40 8200 PVC
HORZ.SLIDER
115
IMPACT
Z
L z
F I ELLIO wwod
z 2-10 '<F--C3W
w z0Z IXF-Zl'-
2 5 6 17 18(1) 1 SECTION VIEW D-D 0 :Fc 0)§}0 of 3:m
JAMB ROTARY LOCKS LL F-W ZF-3: _
Z ZXm<af,OO
0 JAMB ROTARY LOCKS: d X F-It
0 0 F-z a-I.-rn a_
MAY BE SUBSTITUTED FOR JAMB 0 Z j;n'0--9 F-:0)0
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. z 0 ZL)U)zz)
,m C)C)LL
REQUIRED ON FIN UNITS. < z
Ow 2:0-
45annU) z43 ui
5, LD 2
w 0LL Of U)0 w CAW
Z:e w 0-1 U)F-
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46 X W?I.w U,
31-37 F- m
18 LrJI
."Itit,1111"o
50 1
16 �IOREW !!,r,
11 ..........
4
14 HEAD IMPACT HOOK(TYP.) No .56201 IA
MIDSPAN OF SASHES
(ITEMS 44&46)
F 9 STATE OF 14:INTERIOR 1
414!
..........
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
NOTES:
9/2212017
16 ja
262 WWI— 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 JAMES OF FIN UNITS. NORTH PORT,FL 34288
7 PH.941-380-1574
1 SHEET DESCRIPTION:
<= SECTION VIEWS
DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG 0: REV.:
1:20 CWS-869 C
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
1:2 30F6
PARTS LIST 3 1/8— CORNER CONSTRUCTION
.ITEM PART DESCRIPTION VENDOR MATERIAL 3118" "'I
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC WINDOW SYSTEMSM
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 47 I I 2 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVCOCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel 2 11116" 3 9/16" --1/16 1 7/8"
1/16WWW.CWS.Cc
"
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone -U
7 S-1776 Roller Track Keymark Alum CORNER WELD 8200 PVC
(ALL SIDES)
8 5-6013 Screen Adapter,Jamb,PVC Mikron PVC L r 1:8 HORZ. SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon 6
11 S-6064 Glazing Bead Mikron PVC 13/1 6 Z 3�. <Z
1--23/16-- 115/16, 6'- 0
12 H-6050 Sash Meeting Rail,PVC Mikron PVC 2 3/16- F- 0 W 0 'Q DJ CI 0
1 Z uj�6 <i--Z w
13 H-6051 Sash Pull Rail,PVC Mikron PVC -F w Z0Z X L=
IL j� __(9
13 0 :�co 0 of
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5/8. 1 5/6" 1 5/6, 1 5 FL Pw zt--�:My
Z Z 2:2 X uj 0 0
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 2 0 0 F-0 <=I.-X
1116" 1/16" 0 Q u)F-Z Z a-P u)Q_
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 0 Z F- 0
-
ZQU)ZO
Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG;RAIL COVER-60771 < 2 0 Z
17 H-1699 Reinforcement,Sash Pull Rail Z)0
FIXED MEETING RAIL < OW a:O-
18 P-3429 Wstp.,0.270 x.187 back RnSeal,Gr Ultrafab -03116' SCREWED TOGETHER WITH of 2 �_F=t:Z ui
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME ��:u)0
9 of of 2
1:8 00
j LL,'
�L V)0 w u)w
20 P4051 #8 x 1 1/4'Ph Flat Tek,Wht. Fastenal Steel 0 0� Z 0�u)�-
I n_ -
21 P4069 Keeper,Impact,PVC Interlock o W P 0 (Lmx>_
?.
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 6' 314- 'X M: X Wa- of WW
(L
23 P-4958 Rotary Lock Interlock 15f116 1" 5 "Itillsil",
rt -�4g6 1/16 6" go RE W
L
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock /8. 1116
1116" L_r rill-
Interlock SASH MTG.RAIL-1497
25 P-4952 Keeper,Rotary Lock 1_6
PLAN VIEW-1999 SASH REINF.-1699
26 P-4779 Roller,Tandem M&M Nylon No 58201
HEAD IMPACT HOOK-1999 %1
27 P-3541 98 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel
1
q0 3116' 3/16'— 314" 7116-
28 GLASS SEE SHEET 2 CARDINAL GLASS
0 61 16 V. STATE OF
10.
29 Purfect GlazeSikaflex 552 Henkel/Sika Silicone 1 1,;�C'*'A- V-.
I T_ 1116" 0 A
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubbe—r -6'— i
618. S.B.R./S.S.R.-1498 ........
IONAL
31 P-3218 Screen Frame Allmetal RoIll'orm ROLLER TRACK-177s 1411#11(1100
32 P-4754 Screen Comer Key Allmetal Nylon 5/8" U211 1/4
IT
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 r7/8"1
34 P-3029 Screen Pull tab Summit 81, ';Z
35 P-3033 Screen Spring Fla.Spring . SS 0 3116'
Dapa PVC GLAZEBEAD- 1/16'
36 P-3228 Screen Spline o 6064 9/22/2017
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5116. 3/8' 1 1 1239 JABARA AVE.
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 4@2 8 48 NORTH PORT,FL 34288
718-f 1/16
PH.941-380-1574
43 1 S-1112 lReinforcement,Head.Jamb Keymark Alum 1/16" PVC SCREEN CATCH-6013 1/16" SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005
PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1.577 BOM AND EXTRUSIONS
45 P-3748 #6 X518 Ph FH TEK,Zinc,Painted Ajax Steel 5116"1 1118,11 1
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"1 3' 112" r_ DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC1/16" TEF 10/11/13 9
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T_ SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG 4: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock I CWS-869 C
1 50 1 P-4730 198 x 1/2"Ph Mod Truss TEK Fastenal I Steel_j LINE ITEMS NOT USED: SCALE: SHEET
4.38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 401`6
WINDOW SYSTEMS
3' 1911,9W 44TH AVE.
OCALA,FLORIDA 34474
6"MAX(TYP.) 3- 114" SEE NOTE 2 4' A (TYP.) 8-MAX.O.C.(TYP.) WWW.
6-MAX.(TYP.)- MAX.O.C.
r�(TYP.) 4-MAX. F7
INSTALLATION 8200 PVC
ANCHOR(TYP.) HCRZ.SLIDER
8'
MAX.O.C. IMPACT
(TYP-)
17"
< z
MAX.O.C. 0
(TYP.) p 0wo ww
z W-jo <F0
W z zw
Cz a�t_t
0
Ozmm<xwoo
0 oi-06<m�_Q�
uw�'-za-F-wn_
z 0zf)cQzD
< P—LLMOOLL
>- <3:Ow_=0_z
�I�F-F-t z
M, Wo
0 >_5 3:LD
ANCHOR LAYOUT-(FIN) w LL U)w rn 0 w u)w
Of z 0�u)�
ANCHOR LAYOUT-(FLANGE) a- — cc 0�u)
0 wf-o (L z: >_
www
3:w w
No 58201 %
STATE OF -14Z
%
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
LUCAS A.TURNER,P.E.
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.
FL
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,PH.941-380-134288
574
SPECIFIED IN TABLE 1,SHEET 6.
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.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10111/13
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),FMAIAAMA 200(FLANGE WINDOWS), FMAIWOMA 250(BOX WINDOWS),FMA/AAMAA(VDMA 300(EXTERIOR DOORS) 1:25 50F6
y y Y y
MIN.EMBEDMENT —— -0
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS
114"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BYOTHERS
, 1/4"MAX.SHIM wwW.CWS.Cc
SEE TABLE 1 MIN.EDGE DIST.
MIN,EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE I 1 8200 PVC
BYNSTALLER INSTALLATION ANCHOR I HORZ. SLIDER
INSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM A
Z C - ': zo -
0 Lu 0 10 W 0 0
PERIMETERIII
SEALANT z w�o <I-z
PERIMETER SEALANT BYINS LL u] zoz of t-i--
INSIDE D OUT - 0 &Z 0)§>_0 m 5 co
BY INSTALLER LL P Lu z t-3:ME
INSIDE AND OUT INSTALLATION ANCHOR, z Z=2 Q=Lu 0 0
SEE TABLE 1 0 0 I'_0li<1:F-Of
SEALANT BEHIND l< 0 0 u)F-Z a-F-W D.
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 Z-u)-Z I.-:)u)
SEE TABLE I FIN BY INSTALLER ^C Z 0 0 0 U)Z.-D 0-
Z L) 0
HORIZONTAL SECTION C HORIZONTAL SECTION F--,o w-no 0 z
-0
<
�6 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE 2 I_F
HEAD AND SILL SIMILAR FOR FIN INSTALLATION z
2
w 0 u)X ca 0 w En w
LL uj 0_j U)F-
Zm C�0
CL -
0 W yF-0
0: W3�ww
1/4"MAX,SHIM
SEALANT BEHIND
FLANGE BY INSTALLER tjOREW "o,
..........
v, nGEN's'..
PERIMETER
SEALANT MIN.EMBEDMENT N. 56201 '.�A
.
BY INSTALLER SEE TABLE I
INSIDE AND OUT
STATE OF 411 Z
4c;
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. .........
SEE TABLE I
VERTICAL SECTION
\_6�/ TYPICAL SILL SECTION
9/22/201
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMB ENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'FTW TAPCON 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1. 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" \,6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR[TW FULL THREAD 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: TEF 10111/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG—#. REV.:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 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) 1#8 WOOD SCREW 1 1-1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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