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& _Product Aooroval Menu>Application Detail RECEIVE
FL# FL16736-R2 JUN 2 8 2018
Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
+ Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
r Ocala, FL 34474
(352)368-6922 Ext 245
x kpine@cws.cc
4a �
Authorized Signature Kevin Pine
p kpine@cws.cc
Technical Representative Jay Lathrop
a
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 3447
(352)368-69 x
jlathrop@cws.
Cop, y,
gam= Quality Assurance Representative Arturo Monteverde
y Address/Phone/Email 1900 SW 44th Ave
a. ' Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method E tion Report from a Florida Registered Architect or a Licensed Florida
y Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
y Quality Assurance Entity Keystone Certifications, Inc.
a Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
0 Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 R2 COI Eva1Report871C.pdf
ate" Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
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Flo nda Building 'ode Online
ASTM E1996-09 2009
A PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
I
J �
t a Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
r Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
a Date Approved 12/12/2017
T
Sulnmaiy;of Products
- r. ..
�S w�
' �� P FL# =iModel,a[durober or Nam'� Description
16736 1 x. HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX,
A'
b Limits of Use Installation Instructions
- Approved for use in HVHZ:Yes FL1.6736 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 FL16736 R2 AE EvalReport871C.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
r r, Glass complies to ASTM E1300-04.
p $ 16736.2 HS 8200,PVC Horizontal Slider HS 8200 PVC Horizontal Slider IMPACT, 111"x 63 XOX.
CC Limit's"of Use Installation Instructions
Approved for use tn.HVHZ Yes Fft67� R2 II�WS-869C: dmf
{( �.
'Approved for,use outside HVHZ Yes Verified By.-Lucas A.Turner 58201
Impact;Resistant Yes ' :-` Created by Independent Third Party.,Yes
a Design Pressure +60/-60 Evaluation Reports '
°Other: Large Mlsslle, 111'< x 63; DP+/,-60 psf Outer`lite in FL1�6736 R2 AE vaIR port869C p
P^" IaG rriust`be safety glazed when;used above 30 ft:in HVHZ. Created`by'Independent Third Party-Yes
Glass cornphes toASTM�E1300-04:
�..
r � 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
tW
Q" 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.,
Or
please click here.
[ x° Product Approval Accepts;
rw ''� _ n
Credit Card Y
°Safef
https:/Ifloridabuilding.orgipr/pr_app_ltl.aspx?pirnntwGEVXQwlDquSobl%2fIZin6TgPohLz6ontO(151-IABPu,YUIX]zzFJrTCXA%3d%3d[lt212018 11:05:25 ANI]
r
URNER. 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7, 2017
Product Description: Series 8200 PVC.Horizontal Slider Window, Large Missile Impact(HVH]FAC
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`''Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements oEdition(2017)Florida Building Code including the High Velocity`Hurricane Zone. The product
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 408
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-
1117.02t,and in the fixed glass requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11 t
• Requires Quanex(Milo-on)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.lot
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
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.
+�"►��e�"�•' 4 eta ��.'�`�� ��
,;. Tda
58201 +' 9/07/2017
* =* = Lucas A. Turner, P.E.
FL PE #58201
"
STATE OF
v0
Via♦ 4
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW
fnl
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS LL11
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 WIDTH GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERINFILTQ z ¢z
4915!16" 24 5/8" ASTM E1300 04e01/OTION TEST gRESSURE AND GLASS TABLES Z 0,0
J QO ¢t-U)Ujo w
GLASS DLO GLASS DLO w0 z o z Y x t Z m
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL �w z F-�m_
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x m Q D_w O 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD 0 O I-O U<:r F a
ANCHOR CALCULATIONS. p z U)z z~j a
-- - - -- I -- z 00 DO-
64114 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I--LL�0 O LLz
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT g�0 w P,:c 0-
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT M 0
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OLL o m 0)O w 0)w
HEIGHT FLYING DEBRIS. a z=a O0 a-_ <n
63" ( 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � _~cr w w
MAX. ; 58 GLASS
O i I X USED AT FIXED MEETING RAIL AND HEAD/SILL. a- ~ d a
UNIT x GLASS 561/4'
HEIGHT DLO I D I � GLASS
8.SERIES/MODEL DESIGNATION HS-8200. 40
9.
59 9/16" 6 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: „+�C 'y�. SF``g'f
MAX X=OPERABLE SASH,O=FIXED SASH 55201 -"L
SASH
HEIGHT I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR *1
I e LOCATION. ±?tio' STATE OF :41y
C' 11.EXTERNAL WEEP SLOT 114"x 1"LOCATED 4"FROM BOTH ENDS. ,,�"'N".A. 0 R
i
/ONA
271sl16" A
-MAX.SASH WIDTH 6y�
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
j 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
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 9: REV.:
EXTRUSIONS&B.O.M.............::...............4 CWS-869 C
ANCHOR SCHEDULE&NOTES................5 111 x63' +/-60 PSF LARGE MISSILE IMPACT ---------
INSTALLATION DETAILS...........................6 SCALE: - SHEET
120 1 OF 6
WINDOW SYSTEMS '
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8200 PVC
7/8"OVERALL HORZ. SLIDER
3116'ANNEALED OR TEMPERED 718"OVERALL IMPACT
1/4"AIRSPACE 1!8"ANNEALED OR TEMPERED Q Z �: Q Z O
7116'LAtdl 318"AIRSPACE F- O W O U)IWF-- O
3116"ANNEALED W Z O Z 2 F Z
5116"LAMI O Qtq }00=D�m
.090 SENTRY GLASS IONOPLAST INTERLAYERU. F-w Z F 3:2_
1/8"ANNEALED Z Z= Q of W O O
O OF-OU¢=FW
3/16"ANNEALED .090 DUPONT PVB INTERLAYER Z a)I--ZD-F 7 n.
1/8'ANNEALED Q O Z O W Z O U—
QUANEX DURASEAL 9 PURFECT GLAZE"H" >- F- tL W O=O Z
IG SPACER SIKAFLEX 552 - _ K g O 1—0 F-Z
QUANEX G SPACER RASEAL 9 PURFECT GLAZE"H" Z w 0)p Fw co -
CL 552 Fr CL =D. x O—N
11 1/2"GLASS BITE O w 1"' W=x>-
a a w�a
30
1/2"GLASS BITE ,`,i��uutrrrrrr/,
- G
16 �\GEtVS�•.�y
v: No 55201
o.O: STATE OF ;:t4i
S OIVA>f'
O GLASS TYPE B
SASH GLASS
GLASS TYPE A
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 u: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1
20176
INTERIOR 2 5 3 24
WINDOW SYSTEMS
1 19 or 49 0 15 12 13 4 4 43 11900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.GWS.CC
„_. ___ _ .. .. .. - ----_.----
................. --'--._..___ R�.............. .-. ....:-... ......_ _., .................. tea•,, I
�.... . 8200 PVC
HORZ.SLIDER
- -- IMPACT
—'........ L a z 3: a z
F- 0wo rnwOo
W z0Z K-z�
11 8 3 2 5 6 17 18 8 1 SECTION VIEW D-D 0 ¢0—y 0 X3:m
JAMB ROTARY LOCKS LL r w z r-3:2 1
Z z=:E4ofw00
o Oro a=rOf
40 JAMB ROTARY LOCKS: 0 0 m F-Z a-r m 0_
MAY BE SUBSTITUTED FOR JAMB 0 z _—--=)O—
IMPACT
r 0 Q)
1 SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. a z o u)z o LL 0
p REQUIRED ON FIN UNITS. >- <4}0 w O T O z
45 w �O�l->-Z)�2�
43 FE z-Fa. 00�(0E-
a
31-37 as a Fra Of
18 G ��.•�`�At10RE... ���
11
IIR 14 4C`S.��CENS�G�Q�✓�i
HEAD IMPACT HOOK(TYP.) 58201
MIDSPAN OF SASHES =* * ;
g F(ITEMS 44&46) -
'�7�: S7ATE OF .'W:
INTERIOR I ',,4S/0 aA s���`,,
I .
I I
I
(� JAMB IMPACT HOOKS(ITEM 42)
r(f OR ROTARY LOCKS(ITEM 23)
(� 14 LOCATED AT THIRD POINTS.
9/22/2017
X NOTES:
nn 26 2 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
u F
MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
9 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
JAMBS OF FIN UNITS. NORTH PORT,FL 34288
a7
PH.941-380-1574
I SHEET DESCRIPTION:
10 I I
p SECTION VIEWS
1 S DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG a: REV.:
1:20 CWS-869 C
SECTION VIEW C-C
ALTERNATE FIN FRAME SCALE: SHEET
12 30176
PARTS LIST 1 3 178' CORNER CONSTRUCTION //qq
M
ITEM PART# DESCRIPTION VENDOR MATERIAL 3118"—'- —"I (( �]/J( j/J� °
1 H-6049 Main Frame,SHlHS,Flange,PVC Mikron PVC 3118" WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 Q21900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 1/16" OCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 2 11/16" 1/16 3 9/16"V
1 7/8" 1116' WWWCWS.CC --
6 P3342 Seam Sealer,SM-5504 Schnee Silicone CORNERWELD
7 S-1776 Roller Track Keymark Alum Lv
(ALL SIDES) 8200 PVC
8 5-6013 Screen Adapter,Jamb.PVC Mikron PVC t' 118" 1:8 HORZ. SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048
11 5-6064 Glazing Bead Mikron PVC 1 15/16 1 3/la^ 5 a ? ¢Z
12 H-6050 Sash Meeting Rail,PVC Mikron PVC 2 3/16" 2 3116" _ row 06
13 H-6051 Sash Pull Rail,PVC Mikron PVC T 1a 3 Z w J Z of of=_t
w
W zOZ <--w
14 H-6052 Sash To/Bot.Rail,PVC Mikron PVC 13 0 ¢rn > O m m
Top/Bot. 15/8' 1 5/8' 1 518' 1511 z z=2z -W20
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I 1118- 2 O O r-O 6¢=F-X
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/16' q 1116" 1116' U U co
-rn Z LL r U)n
Y LLLF Z ZOO-ZI,_Z)ro
17 H-1699 Reinforcement,Sash PDII 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 Z U to Z=U U
FIXED MEETING RAIL 1'-'_LL O O LL Z
18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr. Ultrafab 0 3/16" SCREWED TOGETHER WITH >- < O W F-F O_
OUTERFRAME Q «)U Z 117
19 P-3783 Lock,Impact,PVC Interlock F ,y=�O g
20 P-4051 #8 x 1 1/4"Ph Flat Tek.Wht. Fastenal Steel O 1,a Z rn w p�U))Fw
a
21 P-4069 Keeper,Impact,PVC Interlock516 p w F=-O as=O;
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6" I 314" j d a C a 10
23 P-4958 Rotary Lock Interlock 1 5/16^ 46 111 15 I--vl,lrll.
`'%JIM4011"24 P 4633 832 x 112"Banel Fastener Interlock 7J8- L 1/16151s ,`,;°y PptORFN.25 P-4952 Keeper,Rotary Lock Interlock SASH MTG.FAIL-1497 LA G'V ytCEr�S,'.•
.bJ- tr.
26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 No 58201 •p
HEAD IMPACT HOOK-1999 = t y
27 P-3541 #8 x 112"Quad PH TEK 2 Zinc Fastenal Steel3116° 3t16'� 7/16"
�{I 314'
w ���
28 GLASS SEE SHEET CARDINAL GLASS L' %5); STATE OF .4:
29 Purfect Glaze"H"or Sikallex 552 Henkel/Sika Silicone O r 16 7
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber 6" _. I 1716" 1116" r6�S`i A OP O,v�'
31 P-3218 Screen Frame Allmetal RollForm -j 519' S.B.R./S.S.R.-1498 �•i�S4OfVA1
-(— 44 ROLLER TRACK-1776
32 P-4754 Screen Comer Key Allmetal Nylon 51 1/16" 114
33 P4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 �7/8"1
34 P-3029 Screen Pull tab Summit 7/8•
35 P3033 Screen Spring Fla.Spring SS
fb 3/16' 911fi 43
36 P3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 'L 1/16^ 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 �_ � ^ 1/2"Fl 118' FL PE#58201
41 P3752 Cap Plug,1/2"Hole M&M Nylon 1 5116' �I 3/s" 1 5/16'-{ 1239 JABARA AVE.
JJJ��� NORTH PORT, 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum _ 1-1/1-6-- L�+-1 48 PH.941-380-1-1 574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/&"
Y j— 1116 PVC SCREEN CATCH-6013 1/16• SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum 577 PVC ANTI-LIFT•6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #6X518 Ph FH TEK,Zinc,Painted Ajax Steel PLAN VIEW-11 1/8"-{ BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 5116
P Y 3116"-I 1�3' �{ I -�� {-112" O DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC LI I I y
48 S-6055 Roller Track,PVC,(Anli4ift) Mikron PVC40 1116' TEF 10/11/13
49 P-5250 LOCk,Impact,PVC,w/Flipeer Interlock T SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG u:
p
CWS-869 C
50 1 P-4730 1#8 x 112"Ph Mod Truss TEK Fastenal I Steel LINE ITEMS NOT USED: SCALE: SHEET
4.3839 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
aagolWINDOW SYSTEMS
3"(TYP,) 1900 SW 44TH AVE.
r6-MAX. TYP.-- 3' TYP.) 1 1 4° SEENOTE2 4" .(TYP.---{ ---{--8"MAX.O.C. TYP. OCALA;FLORIDA 34474
( ) WWW.CWS.CC
..(TYP.)- I (Typ,) i .. 4"MAX.L
INSTALLAI ION $200 PVANCHOR(TYP.) HORZ.SLIDER
M IMPACT
MAX.O.C. I i i I(TYP.)
Q Z � Q Z
j O X /� X h o W 0 W p 0
Z 2�O <I-ow
W ZOZ mtKE
O QU) yO W3j 00
L rW Z1-3:2
z zx�¢aW O
00 0 ca 0<=�a
O QN 7O_
QQ -
F-F-�O-Z
ui
I W Oo�aiOW OW
W
ANCHOR LAYOUT-(FIN) LL
ANCHOR LAYOUT-(FLANGE) a z=aof p i
Q WF-O0, 0-1:X
na a ct W
STATE
� •'4�d`�lDA1t2P���L
fit ONA II,
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 rl N
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
.ALL N TA TI N ANCH R US BE ADE F R PROT C E IT ACO R 5 ON ESISTANT MATERIAL ORCOATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
01
BE PROTECTED TO PREVENT REACTION. FL # A
1239 JABARAVE.A
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 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-"f0-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. oWc u: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT (l TJ/J(� //J�TK')f)•VdV1J
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE L�-/(SIIN1L41lUL1L/C(Ir\f(h/��1
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 FLORIDA 34474
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SUBSTRATE BY OTHERS'
- - �- _ 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 —
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT HLOO PVC
NIDE
SANDOUT INSTALLAT
SEETABLEIONANCHOR HORZ.SLIDER
MIN EMB
SEALANT BEHIND SEE TABLE MENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q z QZ�
aPERIMETER SEALANT Z W w 00 Q F-O W
-PERIMETER SEALANT BY INSTALLER w Z O Z w H?�-
IN INSTALLER INSIDE AND OUT - W Z O fr E-0
INSIDE AND OUT INSTALLATION ANCHOR, Z Z=m Q w O O
SEALANT BEHIND SEE TABLE 1 O O I-O U Q=F.-,w
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O N P z LL F--O 0-
FIN BY INSTALLER Z ZO 'U Z j U U)
HORIZONTAL SECTION ! 1 HORIZONTAL SECTION Q F- u-2 0 O LL Z
6 TYPICAL FIN ANCHORAGE
6 TYPICALJAMBANCHORAGE Ix m Q O F H H
HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O O Y 0 O
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Y BY INSTALLER SEE TABLE 1 v. No 53201 :'Ir
i
INSIDE AND OUT
SUBSTRATE BY OTHERS--/ ",NATE OP
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TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMB ENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) FL PE#58201
3/16"ffVJ TAPCON 1/2" 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" 1" INSIDE AND OUT PH.941-380-1574
�p1 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" 6 BOX FRAME INSTALLATION SHEET D SCRIP7'ION:
3/16"[TW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.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,
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: DRAwN BY: DATE:
FLANGE 7/16" TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG u: REV.:
118"ALUM.(33 KSI
MIN.)OR #10DRI GRADE 5SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C
FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" 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 6OF6