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Product Approval
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Product Approval Menu>Product or Anolieation Search>Aoolication List>Application Detail
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Ali FL# FL16736-R2
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Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived O
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@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 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
G Evaluation Report-Hardcopy Received
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
21 Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalRenort871C.Rdf
Referenced Standard and Year(of Standard) Standard Year
I
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
i ASTM E1996-09 2009
PA/TAS 201/202/203 1994
i
Equivalence of Product Standards
Certified By
https:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXA%3d%3d 1/2
I
1/4/2018 Florida Building Code Online
t
Sections from the Code
I
i
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
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.1df
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
Glass complies to ASTM E1300-04.
16736.2 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: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 EvalReDort869C.Ddf
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.
I
tack hHoxE
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 a-mall 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 mall.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 emaits 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 b=e-.
Product Approval Accepts:
RIN ® eChec
Gredit`Car'd
f
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8oblg/o2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXAg/o3dg/o3d 212
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(HVHZ),
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 of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
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
i 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(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.l Ot
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 66 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.
DRE Ke
Lucas -1 • g 58201 9/07/2017
Turner * =* r Lucas A. Turner, P.E.
`o FL PE#58201
2017-09-16 :.':P ; STA Tr of ;
09:27+20:00
`��i s10N A1-
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: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 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLORIDA E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CFLORI
34474
IN ASTM E 1996 PER THE FBC.
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:'OX',"XO". HQRZ.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-1300-04801/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
4915!16° 24 5/8' ASTM
INFILTRATION
TESSURE AND GLASS TABLES z w J 0 Q w 0 w
GLASS DLO GLASS DLO u D z vOj z O�3.m
S.ANCHORAGE:THE 33 1/3/STRESS INCREASE HAS NOT BEEN USED LL -w 3 0 3�_
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2 2
—— —— — —— — —— DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-0(5 =OF�
ANCHOR CALCULATIONS. Z z0—j—Z?U CO
I
641/4• I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a H Z LL M O 0 w Z
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT <3:0 Fw F F=--Z—
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F }j 2�O
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OLL 0 D_m w U5 w
HEIGHT FLYING DEBRIS. a z 2 LL CC 0 a
63° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w _~w it 3:w to
MAX 5813/16' D- F' d
UNIT X GLASS O I �/ i USED AT FIXED MEETING RAIL AND HEAD/SILL.
15
/� 581/4°
HEIGHT DLO I D I D GLASS ►tu�hi�
DLO 8.SERIES/MODEL DESIGNATION HS-8200. ��ttPgOREW
G .
599!16° 6 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 'JG4?'•��OENSF•,
MAX 0 X=OPERABLE SASH,0=FIXED SASH No 58201 1.13
SASH
HEIGHT i 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR * * •*=
I i D LOCATION. '9% STATE OF .'LU
I 6
C 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4°FROM BOTH ENDS. ��iO�,%<O R 1 O.-'Na y
A C A
2715/1s° 6
MAX SASH WIDTH
LucasTurne
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2017-09-22 9/22/2017
13:54-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 <j!MAXj. NElTSlZE -jDESIGN PRESSURE RATING IMPACT RATING OWG4: REW
EXTRUSIONS&B.O.M...............................4 CWS-869 C
ANCHOR SCHEDULE&NOTES................5 +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE:
SHEET
1:20 1 OF 6
Ir-
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8200 PVC
7/8"OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPEREDIMPACT
7/8"OVERALL
1/4"AIRSPACE 1/8"ANNEALED OR TEMPERED Q Z 3 QZ�
7/16'LAMI3/8'AIRSPACE Z W w p0 Q W 0 W
3/16"ANNEALED
_5/16"LAMI O at0/13}OW�m
.090 SENTRY GLASS IONOPLAST INTERLAYER - 1/8'ANNEALED O OHO Q Q W O O
3116'ANNEALED .090 DUPONT PVB INTERLAYER V p-co Z O-�� a
1/8°ANNEALED < O Z} - Lu0
UANEXDU�EAL y PURFECTGLAZE'H' Q?O w 2 O
GEX � -
0 1:) M 0�
OUANEX DURASEAL r1/2'
CT GLAZE°H' W LL W o w V)w
IG SPACER EX 552 a z e a W p m U)
11 1/2"GLASS BITE p W F-It W 2
Of H a X IL
30 11
a O SS BRE %%% a EW��G,+i'
30
• 16No 58201 9
LZ,ICErr
t •'�
1 0 a 14 :9 STATE OF �W=
Q O
nU
O GLASS TYPE B
SASH GLASS
GLASS TYPE A Z�
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 W. REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
Y
INTERIOR 5 3 4 �� �
WINDOW SYSTEMS
1 19 ar 49 0 15 1 13 4 45 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
40 8200 PVC
G HORZ.SLIDER
IMPACT
D Do z
z W
W zOz J❑ ¢Q_'LZF W❑W
11 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D ❑ Q m 3}0 W':�m
JAMB ROTARY LOCKS LL 1- W z i.—it 2 z
Z z=n¢
0 01-OV�=�M
4o JAMB ROTARY LOCKS: 0 0 0�z 0-F 0 O-
MAY BE SUBSTITUTED FOR JAMB ❑ z �—Z F-�m
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. C 0 Z 0 Z z❑V
1 o REQUIRED ON FIN UNITS. ¢ 0 W F=0_z
1-'— g00tL
LL
45 Of
0❑� �
43 W W�WN❑0Jrg1W-
a
46 O W F=-a Lu w rn
31-37 (( Da, F=-
a.
18 LrJI tp►uinyii��
16 ,��d PNOREW T�i�i
14
HEAD IMPACT HOOK(TYP.) Z,: No 56201 •�'�?S
MIDSPAN OF SASHES
8 F(ITEMS 44&46) '
Q? �4i
,TATE OF :
0R16P�
INTERIOR oN...Sx$4
I
I I
JAMB IMPACT HOOKS(REM 42)
OR ROTARY LOCKS(ITEM 23)
14
LOCATED AT THIRD POINTS.
16 i I 9/22/2017
I NOTES:
6 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
U ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
97 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
4 PH.941-380-1574
I SHEET DESCRIPTION:
10 1
0 a SECTION VIEWS
1
DRAWN BY. DATE:
SECTION VIEW A-A - HEAD IMPACT HOOK AND TEF 10/11/13
DWG#: REV.;
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1:20 CWS-869 C
SECTION VIEW C-C
ALTERNATE FIN FRAME SCALE: SHEET
1:2 3OF6
• n
PARTS LIST 31/8' CORNER CONSTRUCTION �q �
ITEM PART# DESCRIPTION VENDOR MATERIAL, 31/6• !l T)l1Ra //n�i)/�•�/a{/G
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8• WINDOW(!ff,�LWvSYSTEMS L�Lf IBJ
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
OCALA3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 1/16• WwW. FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 211/16' 1/16" 3 9116• 0 17/8" 1/16" WW.CWS.CC
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone
CORNER WELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
�L -1• 118"
8 S-6013 Screen Adapter,Jamb,PVC Mikron1:a PVC I"IOIZZ.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
s
11 S-6064 Glazing Bead Mikron PVC
12 H-6050 Sash Meeting Rail,PVC Mikron PVC (~2 3/16' 1 15/16" -{ 1 3116"-{ �2 3/16" 5 0 W 0 Co w 0 p
13 H-6051 Sash Pull Rail,PVC Mikron PVC T 1 I 14 3 w Z 0 z W� t
14 H-6052 Sash To /Bot.Rail PVC Mikron PVC I 13 g H rn Z O ro M m
P 1 518° 1 5/8 Q 1 FH
1 5/16 W �0_
Z Z=�Q
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/18° L q 1/16° 1/16• — 1/16' 2 O O I—O d LL]O M
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum p Z-�Z Z F--j U)
0D
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 0 Z Z O LL Z
18 P-3429 W st .,0.270 x.187 back FinSeal,G Ultrafab FO(ED MEETING RAIL } Q-LLw O=O_
p �3/16" SCREWED TOGETHER WITH � ��O�F H Z
19 P-3783 Lock,Impact,PVC Interlock OUTS BRAME F O } 0
20 P-4051 #8 x 1 1/4'Ph Flat Tek,Wht. Fastenal Steel O it Z S2 w 0_j a)F
21 P-4069 Keeper,Impact,PVC Interlock 5/8• O w H 00, w x Ir>-
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6. I 314^ a n a
23 P-4958 Rotary Lock Interlock 1 5/16• 1" N 15 17 ,rSMA12f f
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 46 L 1/18^ 15/TTT16• 1/16° ����� DREW��h
718°
25 P-4952 Keeper,Rotary Lock Interlock �_ 1/16° SASH MTG.RAIL-1497 ,��G •�vOgryS�4,Q��+'
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 v: No 58201 t�?1
HEAD IMPACT HOOK-1999 +
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3118• 3/16°� 314" 7/16' 1 1/4•
28 GLASS SEE SHEET 2 CARDINAL GLASS
O r 16 7 13 STATE OF °tL�
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone i 1/16° ��0,'. c� -4(,
310 P-3218 Screen Frame Dur.,1/8"x 7/8"x 2"Lg. Frank
Ailm tLowe
ber RoliForm 6° -I T 5/ S.B.R./S.S.R.-1498 ROLLER TRACK-1776° ,,��ssh NA;E?►��,
32 P-4754 Screen Comer Key Allmetal Nylon 5T 1/16°
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/4�{ 11 r 7/8"+j
34 P-3029 Screen Pull lab Summit 7/88" �L�_ -1
35 P-3033 Screen Spring Fla.Spring SS 0 3/16' t 9116
36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 1 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 4• §.� 1/2"-1 1/6"-{ FL PE#58201
41 P-3752 Cap Plug,1/2"Hale M&M Nylon 1 5/16° }}L�— I 3/8° 1 5116° 1239 JABARA AVE.
4o ���nL.��1�- 46 NORTH PORT,FL 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 1/11, —L-1/16'
O PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum 718• 1/18•
y i_ PVC SCREEN CATCH-6013SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVCANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 1#6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel 1 1/e" BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3n6•Li�-3• -{ 1/2° 5116"� r
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I 1� 9 DRAWN BY: DATE:
T 40 T— fns° TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 C
50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET
4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
r
� WINDOW SYSTEMS
3°(TYP) 1900 SW 44TH AVE.
6°MAX(fYP) 3°(TYP) � F 161/ -{ SEE NOTE 2 4°MAX.(TYP.)—� 8°MAX.O.C.(TYP.) OWWW,CWS.CC FLORIDA 34474
MAX O.C.
6"MAX(1YP.) I (TYP.) I 4"MAX(TYP.)
-- -- -- -
INSTALLATION S2OO PVC
ANCHOR(1YP.) HORZ.SLIDER
MAX D.C. � ; IMPACT
(fYP.)
I-- ❑WU <
Z LLI WJO QF ZW
0 FW�ZOirmx
O OI-OQ�WpO
`V `V ZO U ZUo Z Z D UU
U
Q mZOu.
ANCHOR LAYOUT-(FIN) z W w 0-A fo�
ANCHOR LAYOUT-(FLANGE) a x D- x O
O =F-0�0. m3w�
a � a
„jlpu�ury��
gOREW TOS
.�aeNSF�on
Z�°° No 59201
9i; STATE OF :mow
NA„EN����
NOTES:
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.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 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#: 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),FMAIAAMA/WDMA 300(E)CTERIOR DOORS) 1:25 5 OF 6
3'
'r
TYPICAL HEAD ANCHORAGE SEE TABLEDMENT SUBSTRATE ly(y6pv(yU//(1(/(y�
MIN.EDGE DIST.
1/4"MAX.SHIM SEE TABBY LE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEP9S Illl��//II
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4°MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1 IN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1BYINSTALLER 8200 PVC
INSIDE AND OUT SEETABLE1 ANCHOR HORZ.SLIDER
SEALANT BEHIND S ETAB LE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Z � QZ3
PERIMETER SEALANT Z W W p Q W O W
PERIMETER SEALANT BY INSTALLER INSIDE AND OUT O Z vOi O Z m
BY INSTALLER 0 FQ-I11 3 Z F-�3=
INSIDE AND OUT INSTALLATION ANCHOR Z 'Z S Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 V C O V H y a
FLANGE BY INSTALLER SEALANT BEHIND L) Z—to z a-
SEE TABLE 1 FIN BY INSTALLER Z O Z U Vj Z 5 U-
�61 HORIZONTAL SECTION �� HORIZONTAL SECTION } Q O M O=O Z
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE X
HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- 0'3o_'3 F� H H a)
W LLfnIx 0 Lu Co LU
LU 01 F
a
a0 WFZ-Z W=��
1/4'MAX.SHIM Dom. a Of�'a
SEALANT BEHIND
FLANGE BY INSTALLER 0 `��uuunry
�� rU
�� PNORE..T�i'i
PERIMETER SEALANT MIN.EMBEDMENT JG. �. F•••.Zm���
� o
BY INSTALLER SEE TABLE 1
. N58201 L
INSIDE AND OUT
STATSUBSTRATE
SEE TABLEE BY OTHERS MIN.EDGE DIST. i�.n�S+�%c�O R 16
SEE TABLE 1 �ir�S/ONALEN���
A VERTICAL SECTION rrrrruu��v��
6 TYPICAL SILL ANCHORAGE yy
r�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FSUBSTRUrTYPE ANCHOR TYPE MIN.EMBE—DMERr LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
ERIMETER SEALANT 1239 JABARA AVE.
F GROUT-FILLED CMU(117 PCF MPI.) 3/16"ffVll TAPCON 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 HOR¢ONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8° 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8° 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
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:
FLANGE 7/16° TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwc a: REW
FLANGE 1/8"ALUM.(606345 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 C
FIN 2XMIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 112" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6 OF 6
N.
1/4/2018 Florida Building Code Online
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a
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;� fF Product Approval
ltJ� r USER:Public User
Lrc�axrui .
Product Approval Menu>Product or Aoolicatlon Search>Aeolication List>Application Detail
FL# FL16736-112
"
4.-
Application Type Revision
Code Version 2017
Application Status Approved
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
Authorized Signature Kevin Pine
kpine@cws.cc
i
Technical Representative ]ay 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
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
Gl Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.odf
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
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2
i
1/4/2018 Florida Building Code Online
j Sections from the Code
J
i
Product Approval Method Method 1 Option D
i
I
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
I
Date Approved 12/12/2017
Summary of Products
I
FL# Model,Number or Name Description
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.p_df
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.Ddf
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 HS-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
1 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.Of
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.
Linc@t bdext:
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an WEED employer.Coovriaht 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:
®MR M
I 'C'Credlf Card
hftp,s:/Awm.floddabuilding.org/pr/prm.floddabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDqu8obl*/`2fiZm6TgPohLz6ontOd5HABPugYUIX1aFJrTCXAa/*3d*/a3d 2/2
1
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29,2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
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-871 C, signed and sealed by Lucas A. Turner,P.E.
3), Test Reports NCTL-210-3887-1,4A, -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-871 C, signed and sealed by Lucas A. Turner,P.E.
i
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. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 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 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.
`,011t111sr,rrrr
�t td1DRE 41r !Po
Lucas .-rV tic 582al ' L;z
Turner 4 *.
2017-08-30 ?
16:09+20:00 STATE o� u4:
A' B
o A tQ 'C?�`�~ Lucas A. Turner, P.E.
FL PE#58201
-rr►rrnrrs'
GENERAL NOTES: 2mmo
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
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
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-0001/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _j
INFILTRATION TEST PRESSURE AND GLASS TABLES g — 0 w
w O o
ASTM E-1300-04e01/09. z w.i o ¢r z w
Lu zOZ --�
I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL Q H co 3}}Z O W Mn
I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z x m¢nd
MAX" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U O�OO Z D H�a
FLANGE B B ANCHOR CALCULATIONS. ❑ Z- -Z H�CQ
HEIGHT I z 00,u >O-
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT < F Z,m ZOO LL O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT m 3 O P E-H Z z
I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT H w } O
63• I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OLL y W O O�n H
MAX, FLYING DEBRIS. W Z=G. D_O-v
UNITHEIGHT O X I O LU n ��
59 9116• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w = w Lu�w
SMAS USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ o
HEIGHT ptuuq"
8. IES/MODEL DESIGNATION HS-8200. %%,,�D
DES DESIGNATION XAND 0 STAND FOR THE FOLLOWING: Ql cj- CENS T�Qy'G��
58 13/16' I B 9.THE .-5-, i
GLASS I X=OPERABLE SASH,O=FIXED SASH Z-: No 58201 :11
5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
5 LOCATION. 'A STATE OF .mow
I I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. i�,OT�S�.o<O R 1
C iNoYON
A-E�t���
-- C 5 A --
33'GLASS DLO LucasTurne
36 5/16"MAX.SASH W IDTH r
2017-09-22 9/22/2017
00 LUCAS A.TURNER,P.E.
13:58-04:
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
GENERAL NOTES&ELEVATIONS...........1 <2M5AX. NIT SIZE DESIGN PRESSURE RATING IMPACT.RATINGDWG#: REV.:SECTION VIEWS&GLAZING DETAILS....2EXTRUSIONSEDULE ..........ES................3 x 63" +/-60 PSF LARGE MISSILE IMPACT ALE: 1 c
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5 1:15
1 OF 5
7 8 7 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
G IMPACT
a a s z ¢z o
O ¢W 0
�e o =OZZ W=f=m
41 40 3 1 9 39 ZO Qmma�W00
2F 0
U UCO t-
SECTIONS-B O o0jZ
_Z?Uco
8 11 NOTE:FIXED LITE AT HEAD z-2p O 1J-U
AND SILL IS SIMILAR. < O w m
9
W
38 R
1
3
19 z Z
O 31 W OO�R'�=pWtAW
Q. ?r7W QJu1F
1 00. w 0 Ky
3 d f" d �d
17 � gOREW
36 � P PG
C EIV SF..
41 4 No 58201 '13
HEAD IMPACT HOOK(TYP.)
4 MIDSPAN OF SASH ' *
(ITEMS 35836) 6'D_ L2
7/8'OVERALL %A% STATE of .ILS
1/8'ANNEALED or TEMPERED i4�F,A'
0R1pP,:�a��
INTERIOR 1 i 7/16"AIRSPACE '�,S YONA
5/16"LAMI
1/8'ANNEALED
ROTARY LOCK(TYP.)
ONLY ENGAGED PRIOR ,M DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS. 1/8'ANNEALED
4 I I LOCATED AT THIRD POINTS 9/22/2017
19 3 (�M 27) T GLAZE"H'
13 n I �� X 552 LUCAS A.TURNER,P.E.
1 cul FL PE#58201
t4r[G
1239 JABARA AVE.
34 NORTH PORT,FL 34288
8 5 PH.941-380-1574
I
1 I SHEET DESCRIPTION:
5 1 GLASS BITE SECTION VIEWS AND
0 0
XDURASEAL GLAZING DETAIL
CERDRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK ANDJAMB ROTARY LOCK LOCATIONSADE 10/10/13
1:20 DWG#: REV.:
SECTION C-C CWS-871 C
ALTERNATE FIN FRAME
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g• -I
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 WINDOW SYSTEFIS
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 H3 1/16"052 Sash Top/Bot.Rail Mikron PVC 211/1x• 39/16• 21/8" 1/16' WWW.CWS.CC
Fr
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/1x"
6 H-6050 Sash Meet.Rail,PVC Mikron PVC o O(ALLORNESI ES)� 8200 PVC
7 H3051 Sash Side Rail,PVC Mikron PVCL Q 1.8 I"IORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16' 1 3/16• 6 Z ¢ 3
�2 3/16° --{ 9/16^ g � Z p
11 P3113 Screw Support,PVC Team Plastic Rubber 6 I z w_j Oo IL o❑
12 P3218 Screen Frame Allmetal RollForm 7 4 40 Lu Z O Z ro0�Z m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518° 1 5/e° ff11q 1 5/e° rr IIQ 15/16• LL F W 3 Z}I-�M_
14 P�754 Screen Frame Comer Key Allmetal Nylon ll I L I I 1/16" FIXED MEETING RAIL O O F O Li W O O
1/16' L (J 1/16' L�f 1/16' L SCREWED TOGETHER WITH V V( z a v)a
15 P3342 Seam Sealer,SM-5504 Schnee Silicone z° Z 00:3-Z I.-
U Cn
OUTERFRAME
16 P3352 Set.Blk.,85 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 Q z U COZ U
I-.-u_20 LLZ
17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab ¢�Q 0W- Z-
18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/8• 3/4" W O o >_p W L)Luw
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" 2 i2 z m w O.j m I-
20 P3752 Cap Plug,1/2"Hole M&M Nylon -1. 11/16- 0:1 15/16^ I�I 1H6• p w F O a=or O a Lu b a
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 1015jo rr"
r,Tandem
M Nylon
OREW
23 P�051 #8Ixe1%4 Ph FH TEK,Wht. Fastenal Steel L 8" i 1 5/16• 35 3116" 7/16• 1 1 `�GPS,�N�p"NS�TOQ`r�
3!4"
24 P-4069 Keeper,Impact,PVC Interlock 7/e• 1/16° —LI 34 �� No 58201
25 P-4479 Weep Cover w/Flap M&M Nylon r 1, i-- 1N6• '* * ''F
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16"
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel ^o' ?¢C
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 '9:• STATE OF
27 P-4958 Rotary Lock Sullivan Zinc %O�. F •�:
28 P-4952 Keeper,Rotary Lack Sullivan Zinc 03/16• i'.�• (C R t�Pr��`�
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0 I�7/g"y ����SS��NA
30 P 4633 Barrel Fastener Fastenal Steel 1 I
_I 7/8°
31 S-1112 Reinforcement,Head Keymark Alum I 6° -�5/8•� 1-319/1L
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 1/16"
5/8 96 PVC GLAZEBEAD-6064 GLAZE BEAD-1112 �9
34 S-1776 Roller Track Keymark Alum L 1/ts• f
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2° 1 1/a^-I 3/g° 1 5116'-{ 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum
37 S-6005 Anti Lift Mikron PVC 3/16• 3e 3 LUCAS A.TURNER,P.E.
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC F~-3• -I F-F-112• 1/16° 1600 FL JA#58201
RAA
P 11 PVCSCREEN CATCH-6013 PVC ANTI-LIFT-fi005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC r SCREW SUPPORT-3113 NORTH PORT,FL 34288
PH.941-380-1574
40 53063 Fixed Rail Cover Mikron gGG.
C 118.-j SHEET DESCRIPTION:
41 5-6064 Glazing Bead Mikron C 5/16•
42 GLASS SEE SHEET CARDINALSS 39BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sikaone T 1/16^
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
- DWG#: REV.:
CWS-871 C
LINE ITEMS NOT USED:33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 3 OF 5
i�
••r
WINDOW SYSTEMS
121/2'MAX O.C.(TYP.) 1900 SW 44TH AVE.
3"(TMP') 4'MAX(TYP. (TYP.) OCALA,FLORIDA 34474
6-MAX(TYP.) SEE NOTE 2 ) 8°MAX O.C.
6-MAX(TYP.) ~3•(TMP-) 4"MAX(TYP.) SEENOTE 2 WWW.CWS.CC
r INSTALLATION 8200 PVC
II I ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER
I II I II
6. I I ANCHOR(TYP.) IMPACT I
MAX O.C.
I
(TYP-)
°
Iow0 Ow
o
WZ FzHMAX O.C. OZ X
(TYP-) O X
O H W �Z 0 X�
II I I I I Q�ZOOZO
0W-20?
I (VAI iR Z�Fa;o JW0)
-------
-- -- -- -- fL
D- D. ,�'a.
ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) ssst►sufil""�i
Pp10REW T'&
�CEIV3$r
�. No 58201 :9
X90; .F TATE OF ;4u
NOTES: NA�
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 SHIMSARE NOTALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017
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.
BE PROTECTED TO PREVENT REACTION. A
123399 #58201
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"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,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: CALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
r�
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS ATH AVE.
OCA
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE MIN.EDGE DIST.
MIN.EMBEDMENT 4� SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINSTALLER INSIDE D OUT SEE TAB EII ANCHOR HORZ.SLIDER
SEALANT BEHIND SEETABLEDMENT IMPACT
MAXFLANGE BY INSTALLER 1/4" SHIM
�W11w
PERIMETER SEALANT Z 0 Q z
In w_j
PERIMETER SEALANT BY INSTALLER W Z O Z o~—I-
BY INSTALLER INSIDE AND OUT Q —05—}Z O x 3 m
INSIDE AND OUT INSTALLATION ANCHOR Z Z=M Q~ _
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O I-O V a=O
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND U O—U)—Z F"to LL
O Z— ?55—
FIN BY INSTALLER 0(9:3 Vj Z>U—
g HORIZONTAL SECTION � HORIZONTAL SECTION —TYPICAL FIN ANCHORAGE OL a
<Q�Q O W-?O?
5 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O Q }j 3 p
W LL U) 0 co_J W F--
z-
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=~ a.
W LU w�
1/4"MAX.SHIM 0 ~ LL x D
SEALANT BEHIND 0 ,
FLANGE BY INSTALLER O ���� OREW��-".
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PERIMETER SEALANT �Je •�`C �••�Z�'�
BY INSTALLER MIN.EMBEDMENT S�. No 58201 G
INSIDE AND OUT SEE TABLE 1 =
��t• STATE OF ;�4/`
SUBSTRATE BY OTHERS 'i�T�•'�(O R O Q:�\a`��
SEE TABLE 1 MIN.EDGE DIST.SEE TABLE 1
(:A) VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS '9/22/2017
F TYPE ANCHORTYPE MIN.EMB 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.
FLAN 117 PCF MIN. 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT �D1 HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"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 1-3/8° 7/B" INSTALLATION DETAILS
FLANGE 2XMW.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
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:
FLANGE (33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" 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) 1#8 WOOD SCREW 1 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 5 OF 5
r.
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a
■/'� �? ":: Product Approval
I' USER:Public User
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� Product Aooroval Menu.>Product or Aoolication Search>Application List>Application Detail
es xz
FL# FL5823-118
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
I
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@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 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D Evaluation Report-Hardcopy Received
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
eO Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvaiReport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
i AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSIEW2m3mv6FSF7061cmWE%3d 1/3
1/4/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
i
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 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
oft
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 118 II CWS-155D.12df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:Large Missile,see installation dwgs.for Max.size and FL5823 R8 AE Eva1Reoort155D.Ddf
DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ. Glass complies to ASTM E1300-04.
5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont.Hd.&Sill (double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL5823 R8 II CWS-440C.12df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. FL5823 R8 AE Evallkenort440C.p_df,
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont.Hd.&Sill (double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other: Large Missile,DP= +/-67.5 psf,Max.size 74-1/8"x FL5823 R8 AE EvalReDOrt491C.Ddf
72".Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party:Yes
30 ft. in HVHZ.Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes ' Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other: Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R8 AE EvalRenort295E.pdf
FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
6acic Next
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
455.275(1)i 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 emalis provided may be used for official communication with the licensee.However emall 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:
I
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrS!EW2m3mv6FSF7061cmWE`/`3d 2/3
1
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1 � Credt;�Card
:safe
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I
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i
URNER
1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155D
August 28,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 53 1/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann)inboard lite
Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
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-155D,signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3668-1,4A, -2,-2A, 3669-1,-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 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005
4) Supplemental Calcs. to support CWS-155D,signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-155D.
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as
shown in CWS-155D
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11117.021
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1,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 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.
`���� RE kAf
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Lucas
4.-,/ : No 58201 ;��:� 8/28/2017
Turner
Lucas A. Turner, P.E.
2017-08-30 FL PE#58201
15:59+20:00 ': STATE of r
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'`101s1C01VrA�-�:� ����
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT CI��DI'
SHOWN WDIFFERENT OPTIONS 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. WWWCWS.CC
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100 PVC
RATING:
53 1/8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:° SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
4815/16" -NEGATIVE DESIGN.LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO GLASS TABLES ASTM E-1300-04e01/09.
—— —— MAX UNR WIDTH POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
31 13/16" INFILTRATION TEST PRESSURE AND GLASS TABLES o w O v�w 0 p
771/4^ GLASS DLO ASTM E-1300-04e01/09. z w_j p ¢k z w
w zOz a——F-
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL H co 2 z}z O m
FLANGE —— — IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z 2
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 c z OLia-FZ-u)a
O 33 15/16 -- —63114' I— ANCHOR CALCULATIONS. p z—co z z F
GLASS OVERALL I I I O Z V f Z O U-
76" I I DLO HEIGHT I I 6 PRODUCT
ARE INTENDED TORIMPACT BE LEFT UNLAT'CHEDE. THE IMPACT DURINGNORMALVEEP _LL>_ <3 O w p H O Z
MAX.NI I O 2z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO i � j 3:O 2
HEIGHT 62° B B GLOSS HURRICANE WINDS AND FLYING DEBRIS. w 0 W W w 0 J(D w
co
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w I=—000, =w
B HEIGHT i I USED AT FIXED MEETING RAIL AND JAMB. w F w
D w
a.
8.SERIES/MODEL DESIGNATION SH-8100. W
SMA H �/ a LASS 305116" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��g, GE"N .,TGQ�i�
HEIGHT I X D MAX X=OPERABLE SASH,O=FIXED SASH '�
8 SASH 2Z z
X z '•
I I HEIGHT I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *t No 592D1 ::
I `. I I I I LOCATION. * —
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. :��, STATE OF ;'W
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". "sNA
s/p %.--" ,
6 !l/UUNI
45 3/8° 2&!
GLASS DLO GLASS DLO
4911118° 31 5N8" LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r y�
2017-09-22 9/2`2/2017
11:38-04:00 LUCAS A.TURNER,.P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS
TABLE OF CONTENTS
NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76" ADE 06/10/08
GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65 - PSF CWS-155 D
ANCHOR SCHEDULE&NOTES..........5 36 X 62SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF. 11 1 OF 6
t�
7/8'OVERALL INSULATED GLASS 7/8.OVERALL INSULATED GLASS �yy(y(Jpv(yIIUUU(!•��
WINDOW SYSTEMS
1/8°ANNEALED 1/8'ANNEALED
1900 SW 44TH AVE.
7N6"AIRSPACE 7/16'AIRSPACE OCALA,FLORIDA 34474
W W W.CWS.CC
5/16"LAMINATED GLASS 5/16'LAMINATED GLASS
1/8"ANNEALED 1/8'ANNEALED 8100 PVC
.090"PVB INTERLAYER.BYDUPONT .090"PVBINTERLAYERBYDUPONT SINGLE HUNG
1/8"ANNEALED 1/8 ANNEALED IMPACT
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE'H'OR SIKAFLEX 552 Z 3 Q Z 3:
ZWJO F
1 1/2'GLASS BITE 1/2"GLASS SITE O Z }O W 3:m_
LL f-DI�ZH�22
' 38 38 Z Z 2 2 Q
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GLAD TYPE A
.VP r�� SF.•°Z,
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS No 58201
1/8'TEMPERED 1/8'TEMPERED 6' tcC
STATE OF Wt
7/16"AIRSPACE 7/16•AIRSPACE 'O,p•,A' •4u Z
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS �ss ONA.-E?���`,
ANNEALED 1/8'ANNEALED
.090"PVB INTERLAYER BY DUPONT .09D"PVB INTERLAYER BY DUPONT
1/8'ANNEALED 1/8",ANNEALED
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE'H°OR SIKAFLEX 552 9/22/2017
LUCASFL PE#58201TURNERP.E.
12 1/2"GLASS BITE 1/2"GLASS BITE
1239 JABARA AVE.
• 38 38 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4 O GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
_ DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D'
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE 1:1 2 OF 6
L
INTERIOR ��� �+•�.�
WINDOW SYSTEMS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
41
v 41 8100 PVC
' p SINGLE HUNG
IMPACT
12 r7 Qeo 3 W O
21 ❑WO I-
'30
20 12 20 26 w zOz wFZF
LL �-Lu �=
SECTION VIEW B-B z z=m Zd wO O
O OrOV�=Fw-
U O y l- D•H.(n 0-
NOTE:LEFT SIDE SHOWS FD(ED SECTION VIEW, ❑ z-j-z I-�m
RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ -z LL U)O O LL Z
30 Y C�Ow-=O-
m� FF :Z
12 r - W O❑,U)=❑WfpW
LL38 z LD O-jm1--
31 29 O OIH iL K w=a. 5�
5 � d H
a x
7 INTERIOR
a ,tt�ttuturiti
32 8 P��9 I,,[10REby
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48 t No 58201 •1.9
19
13% SPATE OF ;41lU=
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13 ONA12
14
915 25O 9/22/201LUCAS A.TURNER,P.E.
40 15 FL PE#58201
1239 JABARA AVE.
2 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW C-C
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE:
CFOR UNITS 36"x 62"AND UNDER.
ADE 06/10/08
_ _ _ _ _ DWG#; REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-155 D
22,27-28,33-37,43-45 SCALE: SHEET
1:2 3OF6
irr
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR31/8° CONSTRUCTION
1 1+6031 Frame Head,Fig,Single Flung PVC MIKRON VU�Uav(((��KW
WINDOW SYSTEMS
2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON 1 1 15/16" F--2 3/16^ 1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON z TI OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 Ir s WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON 11/16^ 1 5/8" nq e 1 118"
6 H-6027 Sash Top Rail PVC MIKRON 1/16" 0 1/16" 8100 PVC
7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK CORNER WELD
r II 1/16'8 H-6028 Sash Bottom Rail PVC MIKRON (ALL:8ES) SINGLE HUNG
9 FI-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT
10 H-6004 Sash Side Rail PVC M1 ON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK z 3 <,3:
12 S-6064 Glazing Bead PVC MIKRON z w LU O W w❑w
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN3 1/8" O z W 3>_o Ir m
14 P -3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL LL �w Z F-3rg 2
15 P-4632 Sweep Lock ZINC SULL1 AN 4 1 1/2° Z Z=�
16 P-4633 Barrel Fastener STEEL FASTENAL 13/16" U O F Z D =�a.
W
D 4 FIXED MEETING RAIL ❑ z—W—Z F❑
17 Block&Tackle Balance STEEL CALDWELL 21/8" 10 SCREWED TOGETHER WITH Zd 00,O y Z❑U—
18 Purfect Glaze"FP or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME —LLM p O LLZ
1/16" 1:8 > a�Ow—=O—
'19 Sash SEE SHEET2 GLASS CARDINAL s/1s° 15/1' Lr7n z 1/a" 1/1s° F-0 F z
20 Fixed SEE SHEET 2 GLASS CARDINAL o LI L, 0❑ }0 3 O co)
ll 1/16' w LL-rnw�O�tAF-
21 P-3429 W .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB a z=pix p—O
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTPU 1^ O = of w=W
23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 2" PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a F 4 a.
24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 „ostill o,
25 S-6014 Screen Catch PVC MIKRON
26 S-6013 Screen Support PVC MIKRON ,�:GyS CENSFTGP�4,,'
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL
28 1 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5/18° 9/16" �: No 58201
29 1 P-3783 jImpact Lack STEEL INTERLOCK 4 1/2°
11/811 5 5/16" * i
30 P-4069 Impact Keeper STEEL INTERLOCK ^ro.
�9? STATE OF ,w4
7/6° 6 1 5/16° 5 'O'. P ta4;/,
31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK Wht STEEL FASTENAL 1/16 045" 1/16^ '�.��ds=l O R t 4,.�'C'N
32 P-3218 Screen Frame ALUMINUM ALLMETAL 1/16"
33 P-3321 Screen Comer Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 IScreen Spring STEEL HURLEY Z�
37 P-3029 Screen Pull Tab STEEL HURLEY15/8°38
P-3352 Set Blk.85 Dur:1/8"x 5/8"x 2" RUBBER FRANK LOWE 3/4" 3/4° 9 1 9/22/2017
39 P-3768 #8 x 5/8 Phil Pan 21 n ZINC FASTENAL -Im3/16°
40 P-4479 Wee cover PLASTIC M&M 11 15116° r 1/16° 1" 7 718° LUCAS A.TURNER,P.E.
01
41 P-3113 Screw Support RUBBER TEAM T 1116° j_IIII���� L 1/16° �_ FL JA#RA AVE.1239 JABARA A
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
43 P-3059 Sash Cam- PLASTIC M&M PH.941-380-1574
44 P-3295 ITake Out COP STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
46 P-3752 Hole Plug PLASTIC M&M 1/2" BOM AND EXTRUSIONS
47 K6048 Frame Head,FIN,Single Hung PVC MIKRON
3/16" DRAWN BY: DATE:
48 1 P-4959 lWstp..0.420 x 0.187 back NYLON ULTRAFAB 13"
ADE 06/10/08
DWG#: REV.: -
-SCREW SUPPORT-3113 CWS-155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE` SHEET
1:2 4OF6
t�
15MAX O.C.(TYP.) 7WINDOW
6-MAX(TYP.) 4"MAX,(TYP.) 8-MAX O.C.(TYP.) 1900 SW 44TH AVE.
6-MAX(TYP) 4"MAX(TYP.) OCALA,FLORIDA 34474
4-MAX.(TYP.) 8"MAX O.C.(TYP.) WWW.CWS.CC
-- -- -- -- ANCHOR AT MIDSPAN(TYP.)
r 6"MAX(TYP.) 4'MAX(TYP.)
1 6"MAX(TYP.) 8100 PVC
I 8" I 1 -- -- SINGLE HUNG
14" O MAX O.C. O IMPACT
MAX.O.C. (TYP.)
(TYP-) I 1 8" I I
I --`
10O IO MAX�.C. ' F W WPowO OO
MAXMz C. WZMTG RAL (TYP.) ZO 0:I
11 a Rw§>-00=?rm
4"(TYP) L.. ._-�ITrGrue. Z Z=m¢afW 0O 0
O OF-OVQ=�=
�/ �/ �/ ZU UyF- aF(Da
4"(TYP.) I /� I I [� /� I 4"(TYP) I n /� I I [� X I Q O Z U y Z O 5 U
IJ I I IJ I ll IJ ��OWO~OZ
} Z
0OFwcow
}=5gm
ILIa
O W�0 a=JxrA
LU
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a 3:a
SIZES OVER 36"x 62" SIZES OVER 36"x 62' SIZES 36"x 62'AND UNDER SIZES 36"x 62"AND UNDER
,,,ll�puUeb��i
� gjOREW
GPk%N
No 58201 1.10 r
Q: STATE OF
% l ORS
NOTES: 'IA'
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. `1Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
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 6. PH.941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
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 BY: DATE:
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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: _- _ REW -
CWS-155 D
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/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:25
5OF6
1K
MIN.EMBEDMENT // ]///(��//m
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V(JRf�AL(.K4liuuu�
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.
SUBSTRATE BY OTHERS
1/4"MAX.SHIM SEE TABLE 1 WWWA34474
CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8100 PVC
BYINSTALLER
INSIDE AND C ESE TABLE 1 MIN.ON ANCHOR SINGLE HUNG
SEALANT BEHIND d 0 SEE TABLED1 IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
_1 3 Qzo
PERIMETER SEALANT z WQ Q W❑W
PERIMETER SEALANT BY INSTALLER W z 0 z D-' Z I_
BY INSTALLER INSIDE AND OUT ❑ Q to }O 0_?�m
LL HW zl-3�g2
INSIDE AND OUT INSTALLATION ANCHOR z z 2 Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 0 I-O�j =O w
FLANGE BY INSTALLER SEALANT BEHIND ❑ z-0 z z�CO CO
SEE TABLE 1 FIN BY INSTALLER 00D >0-
B HORIZONTAL SECTION C HORIZONTAL SECTION Q O W O 2 LL0 z
6 TYPICAL FIN ANCHORAGE z
6 TYPICAL JAMB ANCHORAGE F
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O >j?�0�
W LLunwO0WaiF
z-
LL _
0 _~� w aai
1/4"MAX.SHIM fL ~ D d
SEALANT BEHIND
FLANGE BY INSTALLER O �-.0 NOREW !0.-
PERIMETER
0pPERIMETER SEALANTMIN :�J�;= ~ �•••.yth��
BY INSTALLER .EMBEDMENT
SEE TABLE 1 58201 :15
INSIDE AND OUT
SUBSTRATE BY OTHERS--// �';�,.<ATE OOP:\a��
SEE TABLE 1 OAMIN.EDGE DIST. F'-•O R
SEE TABLE 1 ,,�ori� /ON Al EN���`
A VERTICAL SECTION •��/+����������,'
8 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS O 9/22/2017
F ANCHORTYPE T. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TTW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
O GROUT-FL ED CMU(117 PCF MIN.) 3/16"TNV TAPCON 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN:) 3/16"ELCO ULTRACON 1" 1" - INSIDE AND OUT D HORIZONTAL SECTION / PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM 090) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"TTW 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 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.3/8" 7/8 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
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:
FLANGE 7/16" ADE 06/10/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED _ DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-155 D
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE:
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6
m
III;'