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Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
FL# FL16177-112
Application Type Revision
Code Version 2017
Application Status Approved
I
I
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 ]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
j Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
I (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
❑ 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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.pdf
I
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://w m.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsggUObEAbzoQ%3d%3d 112
1/4/2018 Florida Building Code Online
• Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
I
Summary of Products
i
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.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:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
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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
mall 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 emaft provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply� Y p y 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:
echeck M
j 'Safe'
hftps://w /w.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxisgtjUObEAbzoQ%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
i
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h 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 6`h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standari s performed are outlined below.
Technical Documentation:
1) 1 This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) 1 Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories,
Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 10l/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• ' 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. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
t I have evaluated the materials in these 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.
% ..........
Lucas 4 ;' No 58201
Turner
2017-08-30
IS 11.
STAT's OF &I
16:11+20:00 ,,�� a q,.,•��` �= 8/29/2017
'� .......•`' C .� Lucas A. Turner P.E.
FL PE #58201
r�tr�rrrrr�t�
GENERAL NOTES: ( �
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ""�� •
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEh15
--—- -
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. W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
51 B"MAX.UNfP WIDTH
3.CONFIGURATIONS:"O/X`. SINGLE HUNG
7/
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER za 3
INFILTRATION TEST PRESSURE AND GLASS TABLES H o w oO w 00 p
-- -- -- E-1300-0401/09.ASTM E-1300.001/09. z w o_j
w zoz ?t
63° _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL o <W 3:Z}Z O 3=
MAX. IN THE DESIGN OF THIS PRODUCTF .SEE SHEET 6 FOR ANCHOR Z z 2 m Q W w o O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U U U)O-0 Da. Fof
FLIGHT ANCHOR CALCULATIONS. a z-j z z j y
OB I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } a�0 w p 2 LLO Z
GLASS NOT REQUIRED. D' ¢¢O z
DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 00 y o w mw
513/4' I I I USED AT FIXED MEETING RAIL AND JAMB. a z=(L cr O U)U)
HEIGHT 8.SERIES/MODEL DESIGNATION SH 8100. a H~a UNELM0
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: aaaunbry�
I I X=OPERABLE SASH,O=FIXED SASH �0 WREW!14
303/16° I I �O p?:'�OENS•••.'P �i
MAX. 26 7/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `.,6; F •,L���
SASH I GLASS LOCATION. ��� No 58201 •:10
HEIGHT X DLO -
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
:90 STATE OF
111frolpill ss
r7'51/16"
ucasTurne
A r
2017-09-22
GLASS DLO 13:36-04:00
ae 3/a^ 9/22/2017
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG p: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH A _
- ---- ------------..-— ---_-------
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a i 3 ¢z3
Ow0 ¢wow
w zoz o-3m
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS O O I=-O Q w O o
Im
1/8•ANNEALED OR TEMPERED Z 1/8"ANNEALED OR TEMPERED U U Z D-�7 �
a
pU
�—
7/16"AIRSPACE 7/16'AIRSPACE a F z LL 1 oOO LL Z
> Q
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS Q a3a0w—=O—
O r y}j O'6
1/8'ANNEALED 1/8"ANNEALED Z N W U OO-1 Lo F
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT o
a w�� w=��
1/8"ANNEALED 1/8'ANNEALED a D_ i 3 a
QUANEX DURASEAL QUANEX DURASEAL `opsailliff"i
IG SPACER IG SPACER
4 PUR ECT GLAZE"H'OR SIKAFLEX 552 4 URFECT GLAZE"H"OR SIKAFLEX 552 ,,```y P:NO�W
`GQr.•��CENS4*
v No 58201 t S
14 1/2'GLASS BRE 14 1/2'GLASS BRE
` 48 -A I IF
1 O
SASH LITE
FIXED LITE 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:
BAT 06/18/12
DWG il: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE` SHEET
1:1 2 OF 6
COMMWINDOW SYSTEMS
- ----- _
- ------------------ 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
45 3 53 1 38 13 3 3 4 45
8100 PVC
0 ® SINGLE HUNG
IMPACT
0
45
4 3 aZ0
I- ❑WQ mWpp
QF-ZW
1 w ZOZ WII----L
9 afA§ZZOR3m
14 3 Z Zmn6wwo_
3 14 54 14 65 6663 19 4 O OHOVQ=OOf
SECTION B-B p Z�yZZF?CO
54 Z OQVpj 7U—
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ �-LLM O U LL z
RIGHT SIDE SHOWS SASH SECTION VIEW. it 3 O F—C Z
111 Qj3w-(n Owccow
LL s2Lu QJ(4H
14 39 p WI--R a=w}
40 D_ F- D. 3 a m
7 8
µtnurryr
WREW P4
1 INTERIOR � �NGENTL�¢,ii��
9 t Ne 58201 �.F�
6 8
9+ STATE OF :��
•�r��sSrONA t��`,`�
14 53
65 10
66
6 3
3 3 9/22/2017
18 s
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30
� NORTH PORT,FL 34288
PH.941-380-1574
D SHEET DESCR6Tf ION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36.37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
REM PARTDESCRIPTION VENDOR MATERIAL 31/8' CONSTRUCTION
V- WYA�1CYlU/[/Uu'Ir�/O�/fid
1 H-6031�031 Main Fc,SH,w/Flg.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/FIg.,.PVC,Sill. Mikron Vinyl 1 15116"
3 H 6031 Main Fc,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 --- - -"'-- 2311 --_- - ---- - - --- 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R Jb. Mikron Vinyl 2 �� WWW.OCALAFLORIDA 34474
e WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 3 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 1 5/8" `-� 1 5/S•
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116• I 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl Lo L 1/16° CORNER WELD
LU
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 0 (ALLSIDES) SINGLE HUNG
13 S-1498 Reinf.S.B.P./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 5.6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl z ¢
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112° p W 30 ¢w 0 o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w z O z Z t
23 H-1699 Reinforcement,SBR Keymark Alum 7/8• 13116° p -N- Oro m
24 P-2190 Balance BSI s/16""� 1 1 Z z m m ~W p
25 P•3059 Sash Cam,PVC BSI Plastic �0 -iF- 6^ U U Ci(L y a
26 P�046 Take Out ClipBSI SS IVI v 1518" 21/8" 1/16° z
FIXED MEETING RAIL a z- -Z�7 m
P-3783 Lock,Impact,PVC interlock SCREWED TOGETHER WITH Z¢ O Z U --:3L)-
27 z
1116' OUTERFRAME 1-- L200-0
z
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 } ¢3 O W_x O_
U u
30 P-3215REINF.,IMPACT HOOK-1112 C z j
215 Weep Cover w/Flap Geer Plastic ¢ 0 } O g
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ukrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W a W O 0O uj W Lu
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel n% Z=a it O to
38 1 P-3768 1#8 x 0.625 Ph PH SMS Hub Cit Steel O W F O a x >
Y 15N6• 9116" _ W rA
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8^-{ T 1 116"-{ a F a �'a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel D I 1 5/16•
5 P-3752 Cap Plug,1/2"Hole Schnee
Nylon 7L 16 1 5116° 145• 1/169 ��Q?.P' GtIOENS
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1116" 1/16' IL -S ' F •�Z�•�
48 P-3352 Set.Bilk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 t?5
51 P-3881 Temporary Lbl.(NFRC(DP)
52 1 P-3613 JCWS Lbl.(logo) Pro Label
53 Sash SEESHEET2 GLASS 3/4•� 3!4" 5/e• 1/ '90I• STATE OF ;�4!`
54 Fixed SEE SHEET 2 GLASS 3/16• %,T•.F P,:•Z
56 P-3281 Spacer Duraseal T 13 15/1x• I J 1116• 1' I 1/6• 7/ - +ONA�E�.�`�,
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16• �— L�
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 7
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS Fl.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT, 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380--11 574
1 5/16° 1/2"--}I -�I SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6 5• 311f I 3•� BOM AND EXTRUSIONS
5,7,11,15-17.21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/}, r� 0
1116"
SCREW SUPPORT-3113 DRAWNDATE:
IMPACT HOOK BAA T 06/18/12
S-1577 DWG N: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4 OF 6
------- -- 6'MAX.(TYP.) ----_--_—17"MAX.O.C.(TYF.) WINDOW SYSTEMS
— ----------------—-- ------------ —------ - 1900 SW 44TH AVE.
6'MAX.(TYP.) OCALA,FLORIDA 34474
-- -- --
t__ WWW.CWs.CC
I I SEE NOTE 2 8100 PVC
MAX O.0 I I SINGLE HUNG
("P•) IMPACT
i— O INSTALLATION
ANCHOR(T/P.)
I I Q Z toW0ci
I I ~ Ow0 Q ❑
O ztOz OlrzWm_
LL. FW��F�i�S
—Emr.RAL U U�O woo
(TYP•) z
m �ain
a' I I O Z-0)
I I Q H-LLMOOLLZ
X Q3ow-2o—
MAXO2— W LL��2w'yOW�pW
I I o wf-•2 �� N
I 4 I (La.
L1 ,pauu,pr
(TY ) PNOREW
4'(YP•) NO ANCHORS REQUIRED IN SILL v t• No 58207 •:�71
ANCHOR LAYOUT-(FLANGE) 9O STATE OF :.41
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL 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. DRAWNBY. 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. BAT 06/18/12
DWG s: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 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/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(E)CTERIOR DOORS) 1:15 50176
TYPICAL HEAD ANCHORAGE V- (y[yf�J(yV//UUiy(/()(
MIN.EMBEDMENT WINDOW SYSTEMS'M
- MIN.EDGE DIST. __ _S__EEic
SUBSTRATESEETABLE 1 -BY OTHERS------- 1900 SW 44TH AVE.
1/4' SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BYINSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLATISINGLE HUNG
'SEALANT BEHIND SEETABLEONANCIMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
Z 0
H Cw0 awCWZ wJC ZoQupi� 03m
ETER SEALANT Z Z= F- xSTALLER ppx0 w00
INSTALLATION ANCHOR E AND OUT 0 0 O�Za ~aSEE TABLE 1 ANT BEHIND C Z —Z~C to
FLANGE BY INSTALLER Q 00,Z—V W2 Z O LL 0
<30wO Z
Y ¢3ow-20—
CONTINUOUS DOUBLE 3/16"BEADS OF �� HORIZONTAL SECTION w F-L) O a)
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O O =O w to W
PERIMETER AT ALL INDICATED POINTS Z U)w 0 J cn(-
BETWEEN FRAME AND BUCK BY INSTALLER. a x a 0 O CO)
xLU~2w3:w
1/4'MAX SHIM a a It a
SEALANT BEHIND 111111311"+
FLANGE BY INSTALLER �l% DREW
I fl,Q�i��
PERIMETER SEALANT Jj ' lF •.2���
BY INSTALLER MIN.EMBEDMENT
SEE TABLE 1 t� No 58201 •11
INSIDE AND OUT 9*-
k
SUBSTRATE BY OTHERS i9O�•••STATE OF :BVI'
SEE TABLE 1MIN.EDGE
SEE TABLEDIST.
�A� VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MOV.) 3/16°ITWTAPCON 1_1/2^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN. 3/16"ELCO ULTRACON 1" 1" HORIZONTAL SECTION SHEET DESCRIPTION:
BOX FRAME INSTALLATION
GROUT FILLED CMU A - 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
2X MIN.SOUTHERN PULE(G=0.55) 3/16"ITW TAPCONOR ELCO ULTRACON 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN. - UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060')MOV.STEEL STUD #10.16 HILTI KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. scALE: SHEET
1:2 60F6
6113/2018 Florida Building Code Online
BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I®BCIS Site Map I Links I S Search
Florida
..
r .0 Product Approval
I 7 `I USER:Public User
E �rS�ni _.
Product Approval Menu>Product or Application Search>Application List>Application Detail
o� v- FL# FL13010-R6
j Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
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
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
i
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
DD Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6keeguGfEAp/o3d%3d 113
i
6/13/2018 Florida Building Code Online
' Product Approval Method Method 1 Option A
Date Submitted 05/30/2018
Date Validated 05/31/2018
Date Pending FBC Approval
Date Approved 06/10/2018
iSummary of Products
I� FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.pd
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362.pd
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562adf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019
detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReo2rt433 -,p&
Created by Independent Third Party:Yes
i
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-261e2.pd
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-705e2.pd
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-706e2.pdf
Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date
Other:Large Missile,Dp= +/-67.5 psf,Max.size 74 1/8"x 08/12/2019
72". Outer lite must be safety glass above 30 ft. In HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReporl:510C.Wff
Y P
Created b Independent Third Pa
i rtY:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 8-258 2.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C GAG CAR 138-481 e2.pd
Impact Resistant:Yes FL13010 R6 C GAC CAR 138-487i2.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R6 II GWS-373C.pdf
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReport373C.pd
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CACAR 1 8-109 .per
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 e2.pd
Impact Resistant:Yes FL13010 R6 C GAC CAR 138-250.Pdf
Design Pressure: +70/-70 FL13010 R6 C CAC CAR 138-274e2.pdf
Other: PW-8300, 120"x 48", DP= +/-70 psf.Large Missile FL13010 R6 C CAC CAR 138-457.pdf
Impact.Glass complies to ASTM E1300-04. FL13010 R6 C CAC CAR 138-465.pjff
FL13010 R6 C GAC CAR 138-S34.pjff
FL13010 R6 C CAC CAR 138-730e2.pd
FL13010 R6 C GAG CAR 138-739e2.odf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R6 II CWS-159E.Pdf
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalRen2rt159E.odf
Created by Independent Third Party:Yes
hfps://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaazonS2SDienp6keeguGfEA%3d%3d 2/3
6/13/2018 Florida Building Code Online
• ` Back Meat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.=yljght 2007-2013 State of Florida.::Privacy Statement::AccesslbiGty 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 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.,
please click here_.
Product Approval Accepts:
y ® eChca M
I
j ; ?G�eciit=Gar'd
{ ;Safe
i
i
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 3/3
TCONSULTING,
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
INC. FBPE C.O.A. #29779
Evaluation Report 159E
September 7, 2017
Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
i
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474
I
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`h
Edition(2017)Florida Building Code including the HVHZ. 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-159E,signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3954-01 and-1A, and NCTL-210-3955-01 and-lA, from National
Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05,ASTM El 996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-1A and 39554A signed and sealed by Gerard J.Ferrara,P.E.)
4) : Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per
Miami-Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.021 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.1 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 6t'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 VV AIS
Lucas Turner 4`�: No 552al
2017-09-16 = :* 9/07/2017
'�
' STATE m F w�Lucas A. Turner, P.E.
5
07:24+20:00 . .,
;'0,� . � P.;�Z�'�` FL PE #58201
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: C, D '
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 HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWWCWS.CC
491/4' MAX OVERALL
2.GLAZING OPTIONS:(SEE SHEET 3)
MAX OVERALL FLANGE WIDTH ALL FLANGE WIDTH 8300 PVC
48• 72• 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
IMPACT
451/8' 691/8• 4.DESIGN PRESSURE RATING:
GLASS DLO GLASS DLO
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04901/09. Q z ?� Q z 3
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F 0 0 m W O
——————— —— W O
I I INFILTRATION TEST PRESSURE AND GLASS TABLES z W.1 o Q z W
I I I ASTM E-1300-04901/09. O a w- O D=3 m
771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z Z 2 W W 0 O
MAX. I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 00 1-0 Ci<X.-is
731/4" I I
OVERALL
I I ANCHIOR CALCULA ONSRATION FACTOR Cd=1.6 WAS USED FOR WOOD < 0 z U vi z 0 O U
veo --=)O—
MAX B I I I B I I } a3pwo=Oz
FLANGE I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w m Q ,F F t z
HEIGHTI I I 76" I I REQUIRED. W O O Of cl)p W(q w
UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a z=a �O
MAX. I O I HEIGHT I I 0 2 P 0 w=
UNIT I I I I 8 .SERIES/MODEL DESIGNATION PW-8300. Of °- w 3w
HEIGHT
I 731/8" I I 9.THE DESIGNATION XAND O STAND FORTHE FOLLOWING:
GLASS I B
0=FIXED SASH.
DLO
I I 10.SECT ON CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .��Vj.•. E..........
DLO I 8 I I �J;' •cr4
LOCATION. ��� No 58201 s�y
I I I D I I �roE Sae.
I 8 I I '9; STATE OF PJJ
0.
LiA---- A — -- ---------------- '',ccs`• <oa�oPp�2�•
e ONA11� ,`�.
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
RTH11:45-04:00 NOPH.9401 380 574 88
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAW"x
NIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2 n ADE 05/05/07
GLAZING DETAILS.................................3 ANY 72 +/-55 PSF
SECTION VIEWS....................................4 NON- Z +- LARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M...........................5 72"X 76" CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-67.5 PSF SCALE: SHEET
INSTALLATION DETAILS.......................8
1:20 1 OF 8
WINDOW SYSTEMS
-— ------
--- - -- - -- -- - -- ----_---- -- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
a - ? Qzu)wQ
FULL CIRCLE z w o Q z w
W zoz a:--1=
TOMBSTONE O -m- O m_
LL I-WF��2
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:ter: No 58201
OCTAGON
TRAPEZOID q9: STATE OF 141
Its p1slos"
NOTES: yy
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. h
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL WIDTH #58201 RAAVE.ORT,FL
3 34
RECTANGULAR WINDOWS ON SHEET 1. 12394
NORTH PORT, 288
4.ANCHOR SPACING FOR ARCHRECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE
TRIANGLE ARCHITECTURAL SHAPES
DRAWN 6Y: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 20178
WINDOW SYSTEMS
- -
— --_ --- - ---- —-- - - 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a Z 3Qz3
O W<WoW
Z W J
D'
W ZOZ LZF-
IL F-W�3 332
1"OVERALL 1'OVERALL U U In O-Z a F w a
O Z_2/ ZIn
3/16'ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED Z O Z U uj Z U—
1/2'AIR SPACE 3/8'AIRSPACE <Q LLO w O m W Z
> Q WO0_
Z ai
5/16'LAMINATED 7/16"LAMI GLASS W O O K2/70 W tq W
1/8'ANNEALED 3/16'HEAT STRENGTH a z=a �p N y
O LL WF O D_2N}
rn
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER d H a 3 wa.
1/8"ANNEALED 3/16"HEAT STRENGTH Of
OUANEX DURASEAL 6 PURFECT GLAZE"H" gUANEX DURASEAL g PURFECT GLAZE"H" -.1GQ°;.PG E NTGQy.,�
IG SPACER
SIKAFLEX 552 IG SPACER SIKAFLEX 552 J: ' F
No 58201 1 131•
1/2"GLASS BITE 1/2"GLASS BRE
10 10 �ro5 ?a2
7 7 �4�,n�.•,<OpI�PO����
0 0
z�
GLASS TYPE A GLASS TYPE B 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
GLASS MAXSIZE DRAWNBY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP +/-55 A 48 X72 DWG M REV.:
CWS-159 E
DP+/-67.5 B 72 X 76. GALE: SHEET
1:1 3 OF 8
3 *(9
��•
WINDOW SYSTEMS
-- - -
-- -- -- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
78 8300 PVC
s s PICTURE WINDOW
IMPACT
7 a z � aZ�H Ow0LLI-10 aWz00
w
10 9 Z0z 0 wmZ 0od<WOO
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SECTION VIEW B-B a O Z V yZ<0 mOZ�s>OP -CZ
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INTERIOR ,,,%�% C'R'EW
NO 58201
Es? ae
�9STATE OFO.
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11
10 zZ
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O O LUCAS17
A.TURNER,
U NE FL PE#58201 P.E.
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 6
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
1/
PARTS LIST FRAME CORNER CONSTRUCTION ,,,,
ITEM PART# DESCRIPTION VENDOR MATERIAL ` wlwoow s�rsT
1 H-60066 FRAME, PW, MAIN, HEAD MIKRON PVC
— - -- -- -- --- -— --- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.cc
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC `
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/&'x 2" LG. FRANK LOWE RUBBER
8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE < ? 3 y w o d
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w °o <r z w
10 S-6064 GLZ BE., FXO. (1" O.A. I.G.) MIKRON PVC o LL �w� o m
z ZX 2_
11 GLASS SEE SHEET O o1-0Z<FI-a
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2716• No 58201 %13S
S'P'— STATE OF :Q)
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PVC FRAME FLANGE-H-60066 �1° ��'�SS70NAl EC:•``�
�4nnp�n�`
PVC FRAME FIN-H-6006A X�
1/4• 9/22/2017
LUCAS A.TURNER,P.E.
1/16' 1/2° 3• FL PE#58201
7/8• 10 L 1239 JABARA AVE.
3/16° 8 NORTH PORT, 4288
PH.941-380-1-1 5774
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
t�
14'MAX.O.C.(fYP.) ���•
a•MAX(TYP.) e•MAX O.C.(TYP.) WINDOW SYSTEMS
-___SEE NOTE 2_.
.-__ __-
6'MAX.(TYP.) - - - ---- - - SEE NOTE 2 - ------------4"MAX(TYP)----—------ -- - --- ------ 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6•MAX ) —————————— WWW.CWS.CC
I I 8300 PVC
I I e• I I PICTURE WINDOW
I I MAX D.C. I I
INSTALLATION cryp') I I INSTALLATION IMPACT
14' ANCHOR(TYP.)
MAX O.C. I I ANCHOR(TYP.) I I
(rYP) I I I I r- oWo ww000
I I I I O -w- OW3:m
I I I LL �W3 1--3r2
I
Z Z=m wwoo I I I O opo a=I.-w
U awF- a-I..,Oa
I I I I a
I I I I } ° z �Z� o0
u) = zW° o¢3o
I I I I oa}iowu0—iw
I I I I m ZmW O�5QI-
I I I I o Who a.= }
---------- a a WW 3:w
�tUD�IpIf
ANCHORDP+x/055 PSFFLANGE) ANCHORDP+L/A55�UT SF (FIN) ``,,�G�G•pDREW
`?G......
:- No 58201 ":�4)
pro: a=
STATE OF
O'
NOTES: ",go sit
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 ;4zCONSTRUCTED 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 8. 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. 1239 FL JA#58201
BARA 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 8. 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&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 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 05!05/07
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 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:20 6 OF 8
-- - -- -_ - ---- - ---4"-MAX.(TYP.)TTL
MAX.O.C..(TYP.)-_ WINDOW SYSTEMS
- ..-- ------ ---- - 1900 SW 44TH AVE.
6'MAX(fYP.) 7 5/8•MAX.O.C.(TYP.) SEE NOTE 2 4-MAX.(IYP.) SEE NOTE 2 OCALA,FLORIDA 34474
6'MAX.(TYP.) WWW.CWS.CC
———————————————— — ————————————
I I I 8300 PVC
I I I �• I
W I I PICTURE WINDOW
7 5/6" I I MAX D.C. I I IMPACT
MAX
(gyp.)0.C. I I (TYP.) I I
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INSTALLATION I I INSTALLATION Q� O 3 m
OI ANCHOR(TYP.) I O I ANCHOR(l YP.) z Z 2 3 F- 2 2
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————————————————
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�
C00ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) :• No 58201 %13
DP+/-65 PSF DP+/-65 PSF
r9% STATE OF •J"W
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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. s�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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.
FLPE 8201
BE PROTECTED TO PREVENT REACTION. # A
123399 JABARA AVE.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 8. 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 8
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 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 05/05/07
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 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 70F8_
t,
MIN.EMBEDMENT -Lld/d
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE IYCYNI(((LYYlll44UUUSTE S Ill/(�/fl�
BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM -------- - ----SEE TABLE 1 MIN.EDGE DIST. __ _ --___" _ _SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST.
SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE I � 1/4"MAX.SHIM SEE TABLE 1 WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 PICTURE WINDOW
IMIN.EMBEDMENT
NSIDE AND OUT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER I^J (J
�u 1/4'MAX SHIM nQ Q ? ?� Q Z 0i
U PERIMETER SEALANT Z w_1 O Q W-w
PERIMETER SEALANT BY INSTALLER W Z O Z IX C Z F-
BY INSTALLER INSIDE AND OUT O Q to-}O w 3 m
INSIDE AND OUT INSTALLATION ANCHOR Z Z W M 7d W W O O
SEALANT BEHIND SEE TABLE 1 O O O cj Q=I._.D_
EL
NGE BY INSTALLER SEALANT BEHIND 00 Z co Z Z~j
�\ FIN BY INSTALLER Z p I,U v) j 0-
INSTALLATION ANCHOR C�PBONTAL SECTION l y 1 HORIZONTAL SECTION Q F Z LLM O O LL Z
} Q�pw-20-
SEE TABLE 1 L JAMB ANCHORAGE 8 HEAD ATYPICAND SIMILAR FOR FIN INSTALLATION H CHORAGE m< V 1=Z p
'W �InO3:52 m
W cot
mwa p_jml-
O wH0 of 0.x
D a ~ D- wawa
0p}unhrp,�
SEALANT BEHIND 1/4"MAX SHIM p``%`y.Pt,OREW
FLANGE BY INSTALLER O `��GQ.;�kC E N 5�.,�Q,y���'
t No 58201
PERIMETER SEALANT
BYINSTALLER MIN.EMBEDMENT -
INSIDE AND OUT SEE TABLE 1 .'1- a'
�: STATE OF t�4J
SEE
SUBSTRATE BY OTHERS �S,OTJA;
MIN.EDGE DIST.
�\ SEE TABLE 1
SEALANT UNDER SCREW VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
Tea
Z�TABLE 1:APPROVED INSTALLATION FASTENERS � 9/22/2017
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUTECTION PH.941-380-1574
FLANGE GRO 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:-
FLANGE 2X MIN.,SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.5 - 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DWG#: REV.:
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2XMIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8
1/4/2018 Florida Building Code Online
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i e � 1 I1 • s i • 0 - �
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}.. r
a� ':: Product Approval
USER:Public User
SP.c�
Product Approval Menu>Product or Application Search>Application List>Application Detail
■ FL* FL14850-R3
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
i
I
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
1 Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas 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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL14850 R3 COI EvalReport641C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A-440 2005
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS/201/202/203 1994
Equivalence of Product Standards
Certified By
hfps:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d 1/2
1/4/2018 Florida Building Code Online
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
14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710
Sidelite,Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14850 R3 II CWS-641C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Large Missile French Door w/Sidelights,Max. French FL14850 R3 AE EvalReport641C.pdf
Door 6'x 8',Max.Single Door 3'x 8', Max. Sidelight X x 8',DP Created by Independent Third Party:Yes
+/-70 psf. Glass complies to ASTM E1300-04.
Back P,ext
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 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 here.
Product Approval Accepts:
0 NE2 I. eCheck M
"Gredit-Cdr"d v�
,Safe
hftps:/Awm.floridabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDquH1 FzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%g3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 641C
August 28, 2017
Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact, 3'x8'
nominal panel size max.
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-641 C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3761-1,4A, -1B, -1C,-2,and-2A from National Certified Testing
Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2005, and ASTM E 1886/1996 2002/2005
4), Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-641C.
Limitations of Use: This product:
• May be used in up to 79"x 97"XX sizes,40"x 97"X sizes, and 36 3/16"x 97" Sidelite sizes,
with glass types and max. glass daylight sizes as shown in CWS-641C
• Achieves design pressures of+/-70 p.s.f.
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Anchors indicated in CWS-641 C shall be pan or hex head type and shall have a head or washer
(integrated or separate) diameter of 0.420"min.
• Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. #14-0916.1 It
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021
• Requires Quanex(Milron)white rigid PVC framing per Miami-Dade N.O.A. #17-0206.10t
I
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6thi 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.
XOREW
GAN •• !�
tom
Lucas Turner 3 No 58201 V13,% 8/28/2017
2017-08-30 =*e =*=
Lucas A. Turner, P.E.
17:06+20:00R
STATE OF to FL PE#58201
V-
4s/0N E�c %�
GENERAL NOTES:
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED GommTO 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
79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4)
37 5/8" MAX. 33 5/8"MAX 8700/10/50 PVC
PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING
26 5/8" 22 5/8" w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR
GLASS DLO GLASS DLO D w/SIDELRE(S),SIDELITE NOT ATTACHED. IMPACT
4.LOCK OPTIONS:
I UP TO 6'8":
-- 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. to w p
97" MAX. HANDLE SET @ 36" Z w o WF O w
MAXUNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS, w z O z a:C z t
UNIT co
HEIGHT E E HEIGHT HANDLE SET @ 34" o FQ-w� O-�2_
C.MULTIPOINT(4 PT.) z z x N w o o
95 3/18" C C D 94 5/6" HANDLE SET @ 34" U 0 V y a
MAX. X �( FLUSH BOLT ON I O 12 MAX. ABOVE 6'8": o z-j z z F-O rn
PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) zd 001 U-z�O U
HEIGHT HEIGHT HANDLE SET @ 34" } ¢ W O=0 z
843/16 B 83 518" S.DESIGN PRESSURE RATING: � }=3 O
GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND O O x a)p w rn w
SEE w O_j GLASS TABLES ASTM E-1300-04e01/09. D: z Ln L F-
DLO NOTE 4 I DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 0 w Ix-O IL W=H
I INFILTRATION TEST PRESSURE AND GLASS TABLESJ- 4k=k== 1 x x xa w
40" MAX.SINGLE ASTM E-1300-04e01/09. a a
DOOR W IDTH
11 37 5/8" MAX D 2 6 N THE DESIGN OF THIS PRODUCT.SEE SANCHORAGE:THE 331/3%STRESS HEETS SE I 192 FOR ANCHOR ,��%%% POT BEEN USED
..........f TG�G��
FRENCH DOOR PANEL WIDTH SIDELITE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ;JVP.vv St.'•.;Pytn��
26 5/8" ANCHOR CALCULATIONS. `�t No 58201 •:75
GLASS DLO A 1 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
8 1/2" NOTE: NOT REQUIRED. -'fl :¢=
HINGE SPACINGS ARE 8-1/2" 90 STATE OF .411
41Z
FROMMAX I 20" FOR 8 E TO 97"UNIT HNDS AND EIGHT.O.C. 8 ARE PROCESALL FRAMES SED AND ASSEMBE PROCESSED LED VIA TIEROD.ED TOGETHER. PANELS ��y;�s'c(O R %��'
HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710.UNIT ��hs��NA� ��`
10.THE DESIGNATION XAND O STAND FORTHE FOLLOWING:
953116' X=OPERABLE SASH,O=FIXED SASH
MAX. I
PANELB X I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
HEIGHT LOCATION.
9/22/2017
84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E.
GLASS �n4
SEVERE WEATHER. FL PE#58201
DLO 1239 JABARA AVE.
13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288
F. P81/2" GRADE 2 BY PAMEX AND DELANY. I PH.941-380-1574
A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION:
TABLE OF CONTENTS SINGLE DOOR NON-MULLED UNITS. GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS........1-3 LucasTurner DRAWN BY: DATE:
GLAZING DETAILS....................................4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING 2017-09-22 ADE 09/06/11
SECTION VIEWS.....................................57 SINGLE
BOM............................................................8 37-5/8"x 95-3/16' 13:18-04:00 DWG#: REV.:
EXTRUSIONS.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 c
ANCHOR SCHEDULE&NOTES..............10
INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE: SHEET
1:35 1 OF 12
36 3/18"MAX h
1513/8" MAX.UNIT WIDTH `y(4(yp ga •m
79"
SIDELITE WIDTH ----- - --MAX.FRENCH DOOR WIDTH---- WINDOW SYSTEMS
- --- -- -- -- - 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
335/8" 375/8°MAX. WWW.CWS.CC
PANEL WIDTH PANEL WIDTH
8700/10/50 PVC
9r SWING DOOR
UNIITR IMPACT
HEIGHT
z 3 ¢94 5/8" 953/16z�
SIDELITE O X X O PANEL z w�00 aco�Z w
HEIGHT HEIGHT o Q w Z O� m
FLUSH LL F V: F-3:
83 5/8°
ON O O I=-O�j _
84 3/16°
SIDELITE SEE INACTWE DOOR U U CO y Z D-r to LL
GLASS NOTE 4 PANEL GLASS ZOZ 00=' I.-V-
DLO SHT 1 DLO ¢ H V w Z O LL V
a¢�Ow-FOS
LL criowrnw
22 5/8" 26 5/8° a =a.w 2 O S2 r
GLASS DLO GLASS DLO O W F O a xw III }
FRENCH DOORw/SIDELITES a. ~ LL a y
���, pNOREW
�6Pc'•��C E....
V SF GQy�,i
115 3/16"MAX UNIT WIDTH 2 No 59201 ;�?S
36 3/16"MAX 79" 76 3/16"MAX.UNIT WIDTH * * yI
SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 36 3/16" MAX. 40" MAX.SINGLE STATE OF
SIDELITE WIDTH DOOR WIDTH
33 5/8" MAX. 37 5/8"MAX. 33 5/8"MAX 37 518"MAX %Fs��
PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH
t
97" 9
MAX 7"
UNIT MAX.
HEIGHT UNIT x�
HEIGHT
9/22/2017
94 5/8" 95 3/16°
94 5/8" PANEL LUCAS A.TURNER,P.E.
SIDELITE O X X 95 3/16° SIDELITE
HEIGHT PANEL HEIGHT O xHEIGHT FL PE#58201
1239 JABARA AVE.
FLUSH HEIGHT NORTH PORT,FL 34288
83 5/8" BOLT 83 5/8" 84 3/16" PH.941-380-1574
SIDELITE 84 3116° SIDELITE DOOR
ON
GLASS SEE INACTIVE� GLASS DOOR GLASS NSEE OTE 4 GLASS SHEET DESCRIPTION:
DLO NOTE 4 GENERAL NOTES AND
SHT 1 DLO DLO SHT 1 DLO
ELEVATIONS
I
DRAWN BY: DATE:
22 5/8" 26 5/8" 11518' 26 5/8" ADE 09/08/11
GLASS DLO GLASS DLO GLASS DLO GLASS DLO
DWG 4: REV.:
SINGLE DOOR w/SIDELITE CWS-641 C
FRENCH DOOR w/SIDLITE SCALE: SHEET
1:35 2 OF 12
DOOR WIDTH LE 79" MAX.FRENCH DOOR WIDTH SIDELITE/16"WIDTH Como
37 5/8" MAX - - - -- 37 5/8" MAX. 33 5/8"-MAX- 1900 SW 44TH AVE.
PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474
26 5/8" 26 5/8" 22 5/8" W W WCW S.CC
GLASS DLO GLASS DLO GLASS DLO
NOTE: 8700/10/50 PVC
81/2" HINGE SPACINGS T
81" FLUSH ARE 8-1/2"FROM 81" FLUSH 81" SWING DOOR
MAXBOLT 215/16- ENDS AND 21-5/16" UNC BOLT UNITMAX
IMPACT
UNIT MAX.O.C.UP TO HEIGHT HEIGHT
HEIGHT 81"UNIT HEIGHT.
79 3/16" 79 3/16" 78 NE
p PANEL p PANEL g � 3 y W 0
PANEL X HEIGHT X X HEIGHT z W_j O ¢k w
HEIGHT w z O z of z F
68 3/16" 68 3/16" 67 5/8" o F<-w }O�2 m
GLASS SEE GLASS SEE GLASS Z Z=N 7d o o
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112 3/8"MAX.UNIT WIDTH *:
36 3/16'MAX. 79"MAX.FRENCH DOOR WIDTH F 36 3/16" MAX. 40" MAX.SINGLE
SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH
Z13' STATE OF :CU
33 5/8" MAX. 37 5/8"MAX
PANEL WIDTH PANEL W IDTH 33 MAX. 37 5/8" MAX. �i•n'•:° Q:'
• c��
PANE
L WIDTH PANEL W IDTH ,,���isSfONA1`
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81" FLUSH MAX FLUSH
MAX. BOLT UNIT BOLT
UNIT79 3/16"
HEIGHT 79 3/16" HEIGHT ry
DOOR DOOR
78 5/8' PANEL 78 5/8" PANEL
SIDELITE Q X X HEIGHT SIDELITE O p X O HEIGHT 9/22/2017
HEIGHT HEIGHT
67 5/8" 68 3/16" 68 3/16" LUCAS A.TURNER,P.E.
DOOR 67 5/8' FL PE#58201
SIDELITE DOOR
LN
GLASS SIDELITE 1239 JABARA AVE.
DLO � �L_i ___[ J_� 1 DLO GLASS GLASS NORTH PORT,FL 34288
DLO PH.941-380-1574
SHEET DESCRIPTION:
22 5/B" 26 5/8" GENERAL NOTES AND
GLASS DLO GLASS DLO 22 5/8" 26 5/8" ELEVATIONS
GLASS DLO GLASS DLO
DRAWN BY: DATE:
FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11
DWG#: REV.:
CWS-641 C
SCALE: SHEET
1:35 3 OF 12
Y
GLASS TYPES US&O
MAX.UNIT
- - - -- -- - - - - -
- - --— — HEIGHT-SIDELITE-SINGLE FRENCH 1900 SW 44TH AVE-
LI
VE- —
1" OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474
B B B WWWCWS.CC
3/16"TEMPERED 3/16"TEMPERED
5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC
1/2'LAMINATED 7/16"LAMINATED SWING DOOR
3/16"ANNEALED 3/16"ANNEALED IMPACT
145.DUPONT PVB INTERLAYER .99Q SENTRY GLASS IONOPLAST INTERLAYER z Q z
3/16"ANNEALED 3/16"ANNEALED P ❑w O O w o❑
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IG SPACER SIKA-SIKAFLEX 552 or IG SPACER SIKA-SIKAFLEX 552 or LL H w F- _
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FL
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
GLASS TYPE A GLASS TYPE B DRAWN BY: DATE:
ADE 09/08/11
DWG#. REV.:
CWS-641 C
SETTING BLOCKS PER FBC 2411.3.3.1 11E: SHEET
1:1 4 OF 12
INTERIOR WINDOW STSrEMS
68 7 74 38 45 46 61 68 7 1900 SW 44TH AVE.
OCALA,FLORIDA U474
W W W.CW S.CC
1
s4 35 8700/10/50 PVC
SWING DOOR
63 IMPACT
19 1 35 35
19 0 �W06
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SECTION VIEW B-B µHuai
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INTERIOR f NO 58201
60 38 30 31
�i X90; STATE OF _�<u=
3 ALTERNATE 1 ALTERNATE 2
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zz
9/22/2017
5 77 MORTISE LOCK W/FLUSH BOLT 3z MULTIPOINT LOCK LUCAS A.TURNER,P.E.
FL PE#58201
g 1239 JABARA AVE.
0 59 NORTH PORT,FL 34288
PH.941-380-1574
14 56 SHEET DESCRPTION:
69 SECTION VIEWS
55 6 SINGLE DOOR
ITEMS NOT SHOWN FOR CLARITY: DRAWN Br. DATE:
56 35
5051 10-12.13.15-17,22,43,48,54.57-58 ADE 09/08/11
DWG#: REV.:
ITEMS NOT USED IN VERSION SHOWN: CWS-641 C
SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65.66,72,76
SCALE: SHEET
1:2 5 OF 12
WINDOW SYSTEMS
- - -
- - - - - - ---- --- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
INTERIOR 8700/10/50 PVC
SWING DOOR
IMPACT
7 61 35 33 3 35 65 41 86 14 14 34 35 61 68 7
Z �: QZ3:
1 F- "wo QW0W
Z WJ❑
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19 3 4 4 1 3 47 30 31 3 66 0 13 3547 2 73 1 4 1 18 19 3 444 67 ����� ,P:NCE'Nw,TGp•.,
t No 58201
SECTION VIEW C-C
=roe a;e
9 STATE OF .k�
•�O�(C'a�O R 1 O P Q�r
.••••SSfONA 1�a```�
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
FRENCH DOOR
DRAWN BY: DATE:
NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: ADE 09/08/11
TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57
owc u: REV.:
ITEMS NOT USED IN VERSION SHOWN: CWS-641 C
B-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76
scALE: SHEET
1:2.5 6 OF 12
------53 62------ - INTERIOR WINDOW SYSTEMS
- - - 1900 SW 44TH AVE. ---
OCALA,FLORIDA 34474
W W W.CW S.CC
rr 8700/10/50 PVC
SWING DOOR
� IMPACT
ao
19 w__ a¢iw0p
o
5 62 F wO
a w zOZ_ ����
4 0 �w�}o�3=
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SECTION VIEW E-E ��3:05JP=Zz
• �ia U)oWrnw
fnwQJ VJH
CL
a0 wHw W=�fq
SEALANT APPLIED TO a FE D- X a
3 ADJOINING FACES
62 8 15 BY INSTALLER ,,Tµnsoill"
0%P,NOREW f14-
i�i
�cENSF .0
INTERIOR No 58201 •.��
#10 HEX WASHER HEAD TEK
JOINING DOOR FRAME TO SIDELITE.
6"FROM TOP AND BOTTOM X90�• STATE OF ;.14
17"MAX.O.C. :,o•.r r:
0-
6
47 �
zx
9/22/2017
5 52 LUCAS A.TURNER,P.E.
9 SEALANT APPLIED TO #10-24 x 1-3/4"TYPE F FL PE#58201
ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE.
b BY INSTALLER SEE SHEETS 1$3 FOR HINGE SPACING. NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
SECTION VIEWS
y ATTACHED SIDELITE
ITEMS NOT SHOWN FOR CLARITY: DRAWN sr: DATE:
SECTION VIEW D-D 10-11,16,22,28,43.57 ADE 09/08/11
ITEMS NOT USED IN VERSION SHOWN: DWG N: REV.:
1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 C
SCALE: SHEET
1:2 7 OF 12
PARTS LIST PARTS LIST
ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR // Tln(�a�b�mTlsyfl�
1
FI-1833 MAIN FRAME HEAD ALUM KEYMARK 51 P5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS �VV�IlStlffl(l�(W�//UUUUCCf{
52- - P-5134 _ SCREW,#10 X 1314"FLAT SQUARE TYPE F @ HINGE FASTENAL WINDOW SYSTEMS
2 H--18517ASTRAGAL.INACTIVE-FD,-PVC----- -- - —--—- —---ALUM-- KEYMARK 1900 SW 44TH AVE. -
3 H-1858 ASTRAGAL ACTIVE FD PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS IauuOCAS 44THLORIVE.
A 34474
4 H-1860 REINFORCEMENT VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2",A Undercut PH,18-8SS @ KEEPER FASTENAL yyyyyy,CWS.CC
5 H-1861 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM
6 H-1878 MAINFRAME.SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB
7 H•1880 MAINFRAME JAMB ALUM KEYMARK 57 1 P-5174 ISCREW#8X3/4"HEXWASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC
8 H 1881 MAINFRAME SIDELITE DOOR ALUM KEYMARK 58 P5186 SCREW#8.32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR
9 H•1900 MAINFRAME SIDELITE JAMB HEAD SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK
60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT
10 P-3039 SETTTING BLOCK 85 DUR 1/8 X 1 X 2 RUBBER FRANKLOWE
11 SIKAFLEX 552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK
62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK
12 P-3503 SCREW#8 X 1/2"PH TRUSS SS ASTRAGAL CAP FASTENAL z 3 ¢m w z 0
63 3-1817 DRIP CAP ALUM KEYMARK � ❑w p O p
13 P-3511 SCREW#8 x 5/8"SQ PAN TEK a TIEROD BRKT FASTENALz w ❑ ¢ ❑
64 5-1840 COVER,HEAD,ANCHOR ALUM KEYMARK 1: wz
14 P-3587 SCREW#8 X 1" PH FLAT TEK 0 ASTRAGAL INSERT LOCK FASTENALw z O z of——
15 P-3767 SCREW #10 X 1"HEX HEAD TEK SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK g W O 3-m66 S-1859 COVER,ASTRAGAL,FO ALUM KEYMARK Z Z=
16 P-4146 SCREW#8 X 3/4 PHIL FLAT SS TEK SIDELITE SHIM FASTENAL 67 5-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK O O f-O(j =OF�
U UyhZD.HyO-
17 P-4278 FUZZY PAD .200"x 1.250"W/ADHESIVE ULTRAFAB 6B S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK ❑ z-So Z I-O M
18 P-4522 #10 x 1 1/4" PH FLAT SMS-HINGE PANEL FASTENAL 69 S-1915 BASE,SWEEP ALUM KEYMARK z-Utiui zp 0 LL p
F-
19 P-4774 WSTP BULB/LEAFS PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK � ¢�O w—=O_Z
20 P-4790 FLUSH BOLT ASSM TOP/BTM SULLIVAN 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON Q .(00—zz U
21 P-4794 SCREW#8 x5/8"SQFLATTEK INSERTATTACH FASTENAL 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w Ow LL w coO w co Fw-
22 P-4802 ALL THREADED ROD TIE ROD McMASTER 73 S-6084 GLAZING BEAD(1" PVC MIKRON a z x-a m p-u)
23 P-4807 HINGE GUIDE HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK O w r O w==>6
24 P-aeoamos HINGE SET HOPPE 75 GLASS
SEE.
a ~ a 0 a
25 P-4814 WSTP .50X.750 FOLDED BULB SEAL SIDELITE AMESBURY 76 H-1862 IREINFORGEMENT,VERT. ALUM KEYMARK
26 P-4863 LOCK STRIKE PLATE PADDOCK 77 P-4887 IMORTISE LOCK I PADDOCK � tjDREW
27 P-4864 RHINO STRIKE PLATE PADDOCK OQ�••�CENS••.,�Q �
28 P-4866 GUIDE Vr'TIE ROD NYLON M&M ��G'• No 58201 •y
29 P-4871 TIE ROD BRACKET ZINC SULLIVAN
30 P-4885 SHOOT BOLT TOP PADDOCK
31 P-4886 SHOOT BOLT BOTTOM PADDOCKro- '�-
32 P-4851 LOCKB INACTIVE 8 F PADDOCK %9STATE OF O ••. :�trt
32 P-4884 LOCKS MULTI-POINT 5PT 8 FT PADDOCK '4�Fs•4 o......N.�
32 P-4901 LOCKS MULTI-POINT,4PT 98 FT PADDOCK �is�ONAt
n�nnn
32 P-4902 LOCKBAR,INACTIVE 6'8 FT PADDOCK
33 P-4903 HANDLE SET ACTIVE PADDOCK
34 P-4905 HANDLE SET INACTIVE PADDOCK
35 P-4913 WSTP .50X.50 FOLDED BULB SEAL @ DOOR SCHELGEL
36 P-4917 CAP ASTRAGAL OUTSIDE NYLON M&M X�
37 P-4918 GUIDE FLUSH BOLT INACTIVE PNL M&M HEAD SILL 9/22/2017
38 P-4922 COVER INTERIOR FLUSH BOLT NYLON M&M LUCAS A.TURNER,P.E.
39 P-4925 CAP ASTRAGAL INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201
40 P-4926 SHIM SIDELITE DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE.
41 P-4927 GUIDE FLUSH BOLT NYLON M&M NORTH PORT,FL 34288
42 P-4930 SCREW #10 X 1-1/4"HEX HEAD TEK 0 SIDELITE ATTACH FASTENAL PH.941-380-1574
43 P-4933 NUT 3/8"-16 FLANGED W/SERRATED LIP SS PALL McMASTER SHEET DESCRIPTION:
44 P-4934 SCREW #12-24 X 1/2" PH FLAT MS HINGE FASTENAL
45 P-4936 DOORKNOB ACTIVE PANEL DELANY BOM
46 P-4937 DEADBOLT ACTIVE PANEL DELANY
DRAWN BY: DATE:
47 P-4969 SCREW #10 X 2"REINF.ATTACH. FASTENAL
48 P-4997 STRIKE DEADBOLT PADDOCK ADE 09/08/11
49 P-5127 SCREW #12 X 2" PH PAN SMS ANCHOR FASTENAL DWG#: REV.:
50 P-5130 GASKET DOORSILL,FRONT FOAM 1 HO PRODUCTS *ALTERNATE APPROVED LOCKSETS: CWS-641 C
;AMEX GRADE 2 LOCKSET AND DEADBOLT scar E: SHEET
1:1 8 OF 12
4 9/16" 13/4"- 2 3/4°
i 2 7/16"--1V� (�llW SYS
5/8" WINDOW SYSTEMS
1 ------ - - - - --- -- — 2 -- 64
59 '� 1900 SW 44TH AVE.
13{16" 1116" 9!L OCALA,FLORIDA 34474
1 7/16" 1 I
1/18" 2 1— 1/16" WWW'CWS.CC
THRESHOLD-1783 HEAD COVER-1840
DOOR HEAD-1833 4-/16" 8700/10/50 PVC
51/2" 5/8° SWING DOOR
1/6" 2 va^—y IMPACT
4 9/16" 1/4" I 61 3/8" 80
5/16°
6 1/16" FILLER-1784 z w 00 a w O w
11/16"I a 1116" REINFORCEMENT-1857 FRAME COVER-1806 o zw y z}O--m
J-_ Lw u. Pw zZH�Mx
2 5/8" 2 3/8" 5/8° O O H O a Q w.-0
DOOR SILL-1878 PVC DOOR PANEL-6083 O 0 m z n.H c~»a
3 6 11/16" 73 ¢ OZVu)zoLLV
F -LLQ
4 9/16" �{ f- 1 1/2" 3/'" }� 2 g O-O F Z Z
❑ PVC GLAZING BEAD-6084 F Q } O U)
SIDELITE COVER-1816 w 0 W ❑w v�w
7 z-a 2-.1 -
II I� 5 45 a. x o 0 rn
0 EL
19/16" U 0 w F11/8" a ��-it w a wa�
1/16" 215/16" 1/16" 1/16"
1 15/16" tttt�s'�t+l++rp�
DOORJAMB-1880 314" DREW
58L 63 Q,,`P� NpS.r�Q�',i
1/16" V;'s F"G��
69 DRIP CAP-1817 S-: No 58201 M
—4 9116" REINFORCEMENT-1861 REINFORCEMENT-1858 1/16"
BASE SWEEP-1915 =
S-9'
a
STATE OF ,k!2
2112' F 8 13 " �rr3S+OA11a`t�4
1/16„ 4 76 88 13/1+6" 1/6°
215/16" 16 1/16"
1/16" 215/16"
1/16" DRIP COVER-1916 Z'
SIDELITE-1881 INSERT,BACK-1865
11 9/22/201L LFT 7
LUCAS A.TURNER,P.E.
REINFORCEMENT-1860 FL PE#58201
—49116" REINFORCEMENT-1862
1239 JABARA AVE.
NORTH PORT,FL 34288
3" -LL I Ft 9/16" " PH.941-380-1574
9
tf
SHEET DESCRPTION:
21/16" 66 T— 67
1/16" 65 11/116" � I 016. EXTRUSIONS
2" 1/16" 11/8" $Nim
1/8" INSERT,FRONT-1864 DRAWN BY: DATE:
SIDELITE-1900 ADE 09/08/11
INSERT,INACTIVE PNL-1849 DWG 0: REV.:
ASTRAGAL COVER-1859 CWS-641 C
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12
WINDOW VURl tJll4 SYSTEMS
LL��
(J•(J I
�
ANCHOR Q MIDSPAN(TYP.) 4"-(TYP.)----- - - — 1900 SW 44TH AVE.
4"(TYP,) OCALA,FLORIDA 34474
6"MAX.(TYP) ANCHOR @ MIDSPAN(TYP.) rC WWW.CWS.CC
--�� 4"(TYP•) rC
6" MAX.(TYP.)� 2"(TYP.)'WOOD/METAL 6" MAX.(TYP.)�I 4"(fYP. .2" (TYP.)'WOOD/METAL
8700/10/50 PVC
SEE NOTE 2 I SEE NOTE 2 SWING DOOR
IMPACT
17" 17"MAX Z w o 0
MAX.O.C. O.C.(TYP) INSTALLATION
(TYP,) INSTALLATION Z w d o w L Z w
O X O ANCHOR(TYPJ O X X O ANCHOR(TYP.) w Q O- 0 W—F-
❑ rn o��m
LL F-w H3:�2
Z Z 2
U 0CD z�F=--t~iJC
Z ❑ZO_? Z j O w
a�OF8LO—
FF Z
W LL Owu)w
_rT EL a. ?d7a OJmI—
SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE 10
� x 1--a w w
a a a
ANCHORLAYOUT-(FLANGE)
ANCHOR LAYOUT-(FLANGE)
,,,�aaaOOhr��rl
'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. :jGQS,PNp�rys"Wt•TG��,
No 58201 %15S
its �*S
=roe z.
y9Q: STATE OF
ID
NOTES: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. Z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 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 LUCAS A.TURNER,P.E.
MUST 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 NORTH PORT,FL 34288
MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574
SHEET DESCRPTION:
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:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE:
ADE 09/08/11
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. REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA300(E)(TERIOR DOORS) 1:8 1(DF 12
TYPICAL HEAD ANCHORAGE
MIN.EDGE DIST. INTERIOR 1/4" MAX.SHIM
SEE TABLE 1 MIN.EMBEDMENT WINDOW SYSTEMS
- — - SEE TABLE 1 1900 SW 44TH AVE.
CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
SSEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE UBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC
SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST.
SEE TABLE 1 8700/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
PERIMETER SEALANT1/4"MAX.SHIM SEE TABLE 1 IMPACT
BYINSTALLER
INSIDE AND OUT
INTERIOR z W J a W p ¢ Z w
Z
W ZOZ
CONTINOUS DBL 1/4'BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR Z Z= o
AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 W p O
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 U U y O 0 D I•D:
BY INSTALLER. HINGE MIN.EDGE DIST. o z-en z Z H
SEE TABLE IpZUViZOLLV
f —Ow—
PERIMETER SEALANT BY INSTALLER F }�3:2 7
INSIDE AND OUT HINGE MIN.EMBEDMENT rii LL w O J H
PERIMETER SEALANT SEE TABLE 1 IL -—n
BY INSTALLER SUBSTRATE BY OTHERS a0 W�p a..= }
INSIDE AND OUT SEE TABLE 1 _ W?�W�
B HORIZONTAL SECTION n H a o D-
11 TYPICAL JAMB/HINGE ANCHORAGE
DREW
SUBSTRATE BY OTHERS
SEE TABLEDMENT :JVPS.�NCE•NTGZ�''
SEE TABLE 1 ,_j No 58201 :11
MIN.EDGE DIST. 2 13116" 81/2" (TYP.) '9 STATE OF
O•. ru�
SEE TABLE 1 ANCHORS THRU ���n�' <O p OP'\'��`
VERTICAL
11 TYPICALSILLANCHORAGE HINGE(TYP.) ,i� �NA;�C1��,
TABLE 1:APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. Z�
CONCRETE(2.85 KSI MW.) 1/4°ELCO ULTRACON 1-3/4" 2-1/2°
HOLLO12 5/16"MAX. 9/22/2017
MW.SOUTHERN PINE(G=0.55) 1/4•ELCO ULTRACON 1-3/8' 7/8" SEE NOTE
SIN.SOU - 7/8^ LUCAS A.TURNER,P.E.
FL PE#58201
16 GAUGE(0.060")MIN. #12-14 HLTI KW IK-FLEX OR ITW FULL THREAD 1/2" 1239 JABARA AVE.
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT,FL 34288
1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-380-1574
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 8-1/2" FROM ENDS SHEET DESCRIPTION:
HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON1-3/4" 2.1/2" 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS
20" MAX.O.C.FOR OVER 81"UNIT HEIGHT.
HINGE ANCHORS WTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4" 2-1/2" DOOR
CMU ASTM C-90
HINGE ANCHORS INTO 2XMIN.SOUTHERN DRAWNDATE:
PINE(G=0.55) #10 WOOD SCREW 1-318° 7/8" ADE 09/06/11
HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILT]KWIK-FLEXOR ITW FULL THREADDWGM REV.:
STEEL STUD 33 KSI YIELD MW TEKS SELF-DRILLING SCREW THRU 0.060" 1/2" HINGE LAYOUT CWS-641 C
HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR 110 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" 1:30 SCALE: SHEET
1/8'STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125" 1:2 1 1O 12
TYPICAL HEAD ANCHORAGE INTERIOR 1/4^MAX SHIM � •�✓�
MIN.EDGE DIST.__ __._. MIN.EMBEDMENT WINDOW SYSTEMS
` SEE TABLE 1,SHT 11 1900 SW 44TH AVE.
SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC
SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST.
SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 11 8700/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
IMPACT
PERIMETER SEALANTrnr-- 1/4"MAX.SHIM SEE TABLE 1,SHT 11
BY INSTALLER
INSIDE AND OUT
INTERIOR w Z O z W--
CONTINOUS DBL 1/4"BEADS OF SEALANT 7 Z z = 2
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR �O O H O C1 2 FO o
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 O U M Z D-H U)(L
BYINSTALLER. O Z— —Z F rn
OZOOZOIiV
}� ¢�LL2OFOz
Q �¢Q (pU—Zfn
PERIMETER SEALANT BY INSTALLER w 0 0 >.=3:92
o w 9 w
PERIMETER SEALANT INSIDE AND OUT z SQ w 0-1 co F
BY INSTALLER SUBSTRATE BY OTHERS p w H O a=
INSIDE AND OUT SEE TABLE 1,SHT 11 W = G w w
/ u HORIZONTAL SECTION a F D o a
MIN.EMBEDMENT 12 TYPICAL JAMB ANCHORAGE
SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 ,�;.�`�tNGPE.Nw00
SEE TABLE I,SHT 11 �0 v SF•;'P���
i f No 58201 �P S
Q .
MIN.EDGE DIST.
SEE TABLE 1,SHT 11 w9: STATE OF ..44.
2 VERTICAL
SILLCTION ANCHORAGE �44�FS'Fl O R 1
� fONA
zz
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
INSTALLATION DETAILS
SIDELITE
DRAWN BY: DATE:
ADE 09/08/11
DWG#: REV.: i
CWS-641 C
SCALE: SHEET
1.2 12DF 12