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Product Approval Menu>Product or Application Search>Application List>Application Detail
a FL# FL20838-R2
Application Type Affirmation RECEIVED
Code Version 201- _,
�`
Application Status Approve JAN 13 *2020
Comments ST. Lucie County, Permitting
Archived i
Product Manufacturer Custom Window Syste Inc.
Address/Phone/Email 1900 nue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
>- Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
U
0 jlathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assembl'
Compliance Method Certification Mark or Listing
-.1211
n Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
#I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity @yes W No N/A
FL20838 R2 COC 6thEdFBC-FL20838.pdf
Product Approval Method Method 1 Option A
Date Submitted 08/09/2017
Date Validated 08/09/2017
Date Pending FBC Approval
Date Approved 08/15/2017
Summary of Products
Model,Number or Name Description
20 SGD 8800 Sliding Glass Door 8800 Series-4' X 8' Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 136-1394CAR.p-df
Approved for use "
HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.Off
Impact Resistant Ye FL20838 R2 C CAC 138-1397CAR.pd
Design Pressure: FL20838 R2 C CAC 138-1398CAR.pd
Other: Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.pdf
reinforcement, standard sill riser,and annealed laminated glass FL20838 R2 C CAC 138-570CAR.pdf
to +/-DP50. Design pressure+/-65 with light reinforcement, Quality Assurance Contract Expiration Date
standard sill riser,&heat strengthened laminated glass. 04/18/2020
Installation Instructions
FL20838 R2 II CWS-1150-Rl.pdf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20838 R2 AE EvalReport1150-111.pdf
Created by Independent Third Party:Yes
20838.2 SGD 8800 Sliding Glass Door 8800 Series- 5' X 8' Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1601CAR.pd
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 136-1602CAR.pdf
Impact Resistant:Yes FL20838 R2 C CAC 138-571CAR.Off
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other: Impact vinyl sliding glass door with heavy 04/22/2020
reinforcement and high sill riser to +/-DP80. Installation Instructions
FL20838 R2 II CWS-1151-Rl.pdf-
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20838 R2 AE EvalReport1151-RI.pdf
Created by Independent Third Party: Yes
20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10' Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 136-1610CAR.pdf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.p-df
Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.12df
Design Pressure: +65/-65 Quality Assurance Contract Expiration Date
Other: Impact vinyl sliding glass door with heavy 05/11/2020
reinforcement and standard sill riser to+/-DP65. Installation Instructions
FL20838 R2 II CWS-1152-R1.pd
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20838 R2 AE EvalReport1152-111.pdf
Created by Independent Third Party: Yes
sack idettt
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.::PrivacyStatement::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),
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 dick here.
S:
NOTE
SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THEPGENERAL NOTE SHOWN HEREIN IS DESIGNED AND YY1�L/U(y
MSW
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE.
CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR W W.CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
ASTM E 1996 PER THE FBC.
185q"4 PANEL WIDTH* 2.GLAZING OPTIONS:(SEE SHEET 3) 8800 PVC
4811-59- SLIDING GLASS' 3.APPROVED CONFIGURATIONS INCLUDE BUT
NEL WIDTH LIMITED TO: DOOR-IMPACT
A POCKET °XO","OX","XX","OXO","XXX","OXXO" "XXXX"
"PX" "PXX" "PXXX","PXXxv,"PXXP","PXXXXP" "PXXXXXXP",
MAX.PA
PXXXXXXXXP. m F
II 2 TRACK,3 TRACK,4 TRACK r o
40 GLASS DLO
4.DESIGN PRESSURE RATING:
I� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE m m
II AND GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 4LL Z
MAX WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z O
UNIT B �I C B ASTM E-1300-04. 0_ N
HEIGHT II 11 W Z w
�I B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN ¢ O
g3�^ 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 �
8
MAX
FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 ❑
PA EL ii 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. Uj
O W
HEIGHT 4 ❑
6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT
84T6 �� 12 REQUIRED. p
GLASS II z
DLO
7.ALL FRAMES ARE PROCESSED AND SCREWED �►4i�«���(i�
II TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED
TOGETHER. EN
8.SERIES/MODEL DESIGNATION SGD-8800. v Na 59201 r
• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP +?T L STATE OF W
12 12 11 10 S CTIO OCATOIONS APPLY TO ALL CONFIGURATIONS INA f@Sf� l
11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. `yZ
11/x21/2016
LUCKS A. LUCAS A.TURNER,P.E.
FL PE#58201
Turner 1239 JABARA AVE.
2016-11-21 NORTH PORT,FL 34288
10:37+19:00 PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS
GENERAL NOTES AND
GENERAL NOTES&ELEVATIONS....1 DESIGN PRESSURE GLASS TYPE ELEVATIONS
SECTION VIEWS.................................2 MAX.PANEL SIZE IMPACT RATING
BOM&GLAZING DETAIL....................3 RATING (SEE SHT 4) DRAW BY: DATE:
EXTRUSIONS...................................4-0 :P$F; :LARGE.MISSILE: BLZ 05/06/16
TRACK WIDTHS.......................... 48-15/t6"''X93=3/8" +/_65 PSF B ........IMPACT.. UW-G#. REV-'
ANCHOR SCHEDULE&NOTES........7
ANCHOR PATTERNS......................8-9 CWS-1150 1
INSTALLATION DETAILS.............10-11 "(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE: SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 130 1 OF 11
41 28 11 40 (ly�yLl4U/lVl4//�
6 WINDOW SYSTEMS
_ 35 14Li 1900 SW 44TH AVE.
34
OCALA,FLORIDA 34474
12 60 36 q o D p8 WWW.CWS.CC
14 10 � � ❑ ❑
29 56 23 Sd b 8800 PVCs
39 28
SLIDINGLASS
39 DOOR--(IMPACT
30 d ❑d d b
o� 19,20,21,58 �
p 34 O a_o F
36 14 O Q
❑ ❑ 15 ❑
13
El b o
ll0 19,20,21,58 12 m m
1.1 33 16 14 0 Z
36 SECTION VIEW B-B 6 z O
13 of VJ
LLJz
68 39 Oo d F �
LO a
6 d°o❑O °c �o O�°ah a 0 10
0 LL"01I
120
� z
54,55
36 �a 59 13 ,b���?,4 GIE.Ng{'�,
4�
❑ ❑ ❑ P?� Na 5`8201 %"r4
16 q ❑ rte. '' C
Spa. STATE OFW
SSG�i-' ..}..
e 22 `'r��sfttlli�}t
FIXED PANEL
33 ATTACHMENT ZI;f—
❑ ❑ o
36
11/21/2016
32 17 LUCAS A.TURNER,P.E.
FL PE#58201
8
1239 JABARA AVE.
- 23
NORTH PORT,FL 34288
PH.941-380-1574
63
D ® ® 8 0 SHEETDESCRIPTION:
3 �8❑O 0 ��e0 �Io❑0 n❑❑ 13
°a❑❑OE SECTION VIEWS
67
39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE:
SECTION VIEW A-A LIMITED TO+65 BLZ 05/06/16
NO SILL RISER DWG#: REV:
NOTES: CWS-1150 1
ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION WINO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE
SHEET
20,24-26,31,55-58,61-62,54-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. scALE:
13 2 OF 11
PARTS L1ST PARTS LIST
ITEM PART# DESCRIPTION "' VENDOR MATERIAL • ITEM PART# DESCRIRTIONVENDOR•• MATERIAL-
1. GLASS :SEE'THISSHEET 51 "' '5''2058'Screen;'3TrackSiV ""Kb' k""'Aluminum'
2 WINDOW SYSTMMS
.....t#6161...2;TrackSill:
..': ............. :.: .: :: :: ;. Vicon.:...:....::.PVC: ? 52 S-2059 Screen,Snap Cover Ke mark Aluminum
1900 SW 44TH AVE.
3L. ..Ff6163._:3TrackSill::..:..::.:..::.::.::..:...:..:...:..:...:.::..:.:: :..::..: ...vision.:...:....::.P..V.C:...: ....53.......S-2070.Screen,.lnherlock............... ....P.rolile........Aluminum.. 34474
••••• OCALA,FLORIDA
4'....1+61fi5. ;4Track.Sil1;; Wi ion PVC:...: 54 P-5477 8kick Anti-Lift Cawrenoe Nylon4_s& v4m.CWS.CC
Ova... 55 P-5559 Screw,#14 x 4"PH PN SMS Fastenal Steel
6 K8162 3;Track HeadlJamb Vision :PVC 56 - P-4269 Screw 98 x 1"PH PN Tek Fastenal Steel
-
8800 H,6164 4-Track Flead/Jamb Vrsion" PVC 57 P-3556 Screw,#8 x2.5"PH FL Tek Fastenal Steel PVC
\\ 880
8. S-2064 'Rall&Track lnsert Ke'mark AIu'rninum: 58 P-4962 Screw,#8x3"PHFLTek Fastenal Steel 25 SLIDING GLASS
9`:• ...S!6171- :Co-mr;;S111T[ack; ,;;;;; . Vision PVC; •'• 59 P-5565 Screw,#12 x 1 1/2'PH PNI SMS Fastenal Steel FRAME CORNERS DOOR IMPACT
10......56169...!Cover,:Interlock.::..:..::.::.::..:..:..:...:......:..ii..i.iE:.i..ii..:.:.....Vision.:...L...:E.P..V.C:...i 60 P-5566 Screw,#12x211Z,PHPNSIMS Fastenal Steel MECHANICALLY FASTENED
111. S=6172 Cover.Erdeiid Reinfor(ieiiehVP-1 co : Vision.... tB
PVC:. _61..... .P-3609...B.u_ r,.P.anelStop....._., ..... .Parker Seals,.,..Rubber.-..
12 S=6175 Track Eller Frame Vision PVC ....fi2..... P-4291 PanelSto Housin M&.M,.... lon
13. 1+6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block, 44
Cell,0.8 "x 0.531"x 1" Lamatek o
_.
14 t#6168 Interlock,Snap On. Vision AVC: 64 'P, 92'Gasket-Frame Asse :2-Track Lamatek Butyi
. ...........
-:15: FF6167"'Astragal VISIon' PVC' 65 P 5493 Gasket Frame Assembly;3-Track Lamatek Butyl m m
1+6170 'dazing Bead,LG.-,1"w';; ......` Vrsion PVC. 66 P-5494 Gasket'Frame Arse ,-4-Track Lamatek ...8 l
17- I F2060 Sill Faser,:2:875 :: :K mark Alurrrinum' ....67. .. .P-4659..Dust.Piu ,.1-1/4"x3'cxA.5'1..... ... .Uitrafab........... .. Z
...K2062_'Sill Riser,4i06T" Ke mark ... ...
Alurrunum; 68 P-4366 OusfPlug,'1"'x3"x1". Uttrafab'. z O
19 P=5517 Panel Guide;interlock Bear's Metal Alurrunum 69 Screen,Spline Team Plastics Rubber w
20 P=SM8 Su rt Ctran6el Bot.Rail,Interlock. Sear's Metal AIu'mnum 70 Screen,Cloth ................ A a o
21' P=5511 Coyer Panel:Gulde Inferlack Lawrence N l0n ""'71 " Duraseal IGS aces"" """' Quanex' AIumlBut't' Co a
PANEL CORNERS
P.=5516:::bracket;Fixed Panes .:: :Bears Metal AIu'rinnum: L)
23. .P3300 W 0.280"x0,18T:Back FIn.Black... UlraFab THERMAL WELD w
1'OVERALL - 1'OVERALL 1:8 O
{24: P=3438 :Backbeddin PurfectiGaze":H':Hot Mel : He'nkOSika SlllrOna 16 TEMPERED 16"TEMPERED < ❑
25 P=3514 Screw#10 z 2 Ph Comb Hd Fasterial Steel 3.AIRSPACE 8'AIR
26 P.3587 Screw,#8 x g"PH FL:TEK Roller Asn ortlse Lock Fastenal .Steel
9 SPACE SPACE Z
27 P-3752 :Hole PIu 0 500 Dla Pr eess Plastics ion A H STRENGTHENED ,`*� 1�=f
28 P 3789 Randle Setw th Thumb Tum Amesb or Roto s16'LAMINATED 816"LAMINATED `�t� T�ifs
...29: P-3792- Kee Amesbur PVBINTERLAYER �R<4 r!
... .105" 105"PVB „v� NP $8209
30::....P=3793::Mutt=PointMGrhseLock<: Amesliur .'::: ...::' INTERLAYER
31 P-4250 Screw#10X2 5 PH PN SMS=K r Fastenal Steel 16 ANNEALED 16"HEAT STRENGTHENED 11E 2�
32 P 5287 Tandem Roller A 2.125 D1a Wheel Amesbur A$ STATE OF
33' P.-5438..Setting Blocks;0 090 x:0.875 x 1.5" Franke.L.owe Rubber
34. 1+1769 Reinforcement,Interlock :Keyinark Aluminum: ¢4*fP�.,<0 R;
35. ..H 2068 Reinforcement Astra al: "K mark plurrunum 16 1fi
.36:37: 1+2111.. Reinforcement,Ldc Sti!e/RRk is Ke �rk Alununum: 33 8'GLASS BITE 33 Z.GLASS BITE
rk.... .Aluininum ... .
z2
38..,..5-2071,..Reinforcement Eldemal;lnterlock.... Ke marK Alurrunum
39. $+2069 Frame.InserL InsfallabOrrAnchorS: Ke mark AlunnnUm: PURFECT PURFECT 11/21/2016
71 24 GLAZE H 71 24 GLAZE H LUCAS A.TURNER,P.E.
40: 1+2063 P-Hock i Ke mark Aluminum: FL PE#58201
.41: 52085 :P-Hdok:Ada Ke mark Aluminum 1239 JABARA AVE.
42 S-2048 Screen;Astra al _ K iiiark Alurivnum 13 13 NORTH PORT.FL 34288
43:"-'&2o5o" Screen;'17Track Head is "*"Mark -F "Aluminum: PH.941-380-1574
44 Fk2051 Screen 9-TiackJamb Ke mark Aluirunum n� ,�
vl� SHEET DESCRIPTION:
45."
S.2052 Screen;'t-Track Sltl i'K mark . 'Alultunum BOM AND GLAZING
46 S=2053 Screen;-2JMckHead. :: . ..... :: ::::: :: :: :Ke mark Alurninum'. DETAIL
...47::. 5-2054..:Screeni 2 Track.Jamb: :........:: Ke mark.! Alum'imim; GLASS TYPE A GLASS TYPE B
DRAWN BY. DATE'.
..:48:....5=2055...:Screen;.2JTack:Sill..::.::.::..i...I..:...E..E...................:.:..:.Ke Mark...k...Aluininum:
49....$2056...Screen,3Track I fid.':. K mark Aluiisnum l GLASS:TYPE
DESIGN PRESSURE BLZ 0510612016::
":50:' S2057 :Screen;'3=TfadkJatnb.':i' K i rk : 'Alurrtinurn:
RATING Dwc# REV
A:: +/-50 PSF : CWS-1150 1
B . +/-65 PSF :: SCALE: SHEET
1:2
30F11
6^fin 1i^ 22, 40 �8 �8. 16
13 WIN
0 0 9 2 15 17 LL%J
1�6° 0 O 3. 1900 SW 44TH AVE.
�]0❑❑❑0❑❑❑0� 32 a WWOCALA,FLORIDA 34474
W .CWS.CC
q1.
2-Track Sill-6161 16 16
84" 4 s' 2. 4B^ 4 6. Lq--1- 8800 PVC
li. ,1—s• SLIDING GLASS
0 Q Q q 3 ,-'6 DOOR-IMPACT
LF
Sill Riser-20603. 6063-T6
116 ❑❑0❑❑❑O❑❑❑08
32
Sill Riser-2062 w
3-Track Sill-6163 Panel Head/SilUStile-6166 ` o
6063-T6
14. Astragal-6167 P 6063-T6
63 m m
111 .❑O _ O O e 38
32 2¢" r39 ZwO C 13 ❑ Z4
❑ ❑❑ l- 2" Z tOjo
a O W
O
4-Track Sill-6165 �Reinf.,Ext-InterlockN �
L) Relnf.,Frame-2069 w v
2071 6063-T6
5B„ o00 14 I 2 3. 41 6005-T6 W�
5 Lock Stile-2088 To
P-YHook Adaptor-2065
6063-T6 1g" 1 z
32
41
2-Track Head/Jamb-6160 a• i, 1�" a„ �+, No 59209
Cover,Ext Reinf.8
HOokstrip-6172
8 10 •P% STATE: O> �y
Cover,Interlock-6169 Reinf.,Interlock-1769A Reinf.,Lock Stile-1775 Q:,c ZV4
� 6 6005-T6 6005-T6
all
�0❑❑❑0❑❑❑0❑❑❑OB Z• 1 e is 6 2 35 1I, 37
3-Track Head/Jamb-6162 9 � 11/21/2016
Cover,Sill Track-6171 Roller Track Insert-2064 LUCAS A.TURNER,P.E.
lop 6063-T5 FL PE#58201
1• • JABARA AVE.
7 e 2:k' NORTHRTH PORT,FL 34288
116” VI16 3 PH.941-380-1574
O [=41
O $• SHEET DESCRIPTION:
"' - iq
S901==0 32 i. EXTRUSIONS
166.. ,e„ 1s Reinf.,HD Interlock-2111
4-Track Head/Jamb-6164 7— 6005-T6 DRAWN BY: DATE:
T 12 BLZ 05/06/16
IG Glazing Bead-6170 Reinf.,Astragal-2068
DWG#: REV.:
Track Filler-6175 6005-T6
CWS-1150 1
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2
40F11
1]-� 12" 7, ��a�JRJ'CU�C4lIUrlUt1�((1'�l/
35„ "I 45 -�~-216 43 WINDOW SYSTEMS I��/I
1900 SW 44TH AVE.
16 1, 116 1 OCALA,FLORIDA 34474
t— 16 f 16 WWW.CWS.CC
r Screen,1-Track Sill-2052 Screen,1-Track Head-2050 =ij
O O O 16 8800 PVC
SLIDING GLASS
616' ae -fir— '6 as 22 DOOR-IMPACT
T6 T6
T- 1s f Bracket,Fixed Panel 3.r
Screen,2-Track Sill-'2055 116 m
Screen,2-Track Head-2053 P-5516
0
J }
51 r_ 49 O O O o7 rn
LL O
61., 116- 1- - � to
7— t7t
16 16 WZ >
T Screen,3-Track Sill-2058 I— —` , 6 a O w
Lu
Screen,3-Track Head-2056 LI
m a
I� W L)
2s' as 16,r 1" I 1z 42 2 I — III III 41 Ip III III _ I to IIQ o
4 6 B„
53 I
5"�-il 16� � ^ Z
j, 52 A,�titIts
t7l
a' 1. 1, 7,, Block,Ant/-Lift ��vvvvyDRElV
L1s Screen,Snap Cover-2059 1s 6 11 P-5477,Nylon
No 58201
Screen,1-Track Jamb-2051 S an,Interlock-2097
Screen,Astragal-2048 TAE OF • tea
16�
q1 '
16 47 �6,
14#11119 Xl�
II �f-- „ 2 3
1T-6 ,2 g"'�1 19 Z-
L 11/21/2016
Screen,2-Track Jamb-2054 1_�1 20 LUCAS A.TURNER,P.E.
Ir=
n FL PE#58201
I II 1239 JABARA AVE.
0 I I I I I II II NORTH PORT,FL 34288
I I
11:11 II I III PH.941-380-1574
° 5o I @I 4" III III 2 , III 4,6" �IIi SHEET DESCRIPTION:
I I II II III I III EXTRUSIONS
,T6-� Lik III � I
16 I I I I I I III DRAWN BY: DATE:
Screen,3-Track Jamb-2057 I I II II I I II I BLZ 05/06/2016
DWG#: REV.:
CWS-1150 1
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-Reinf. scALE: SHEET
Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 41
,D 6• ��dldlr�(y®�
g ° WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
wW W.CWs.CC
31• 4i. 8800 PVC
9 H-zoso q 9 H-osz SLIDING GLASS
00 o DOOR-IMPACT
oaooo � oo. = El000Doo � o0o0oa a00aoo0oo
mw
2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser o
8k
o z
z
z O
C
LLIz
co
O()Waoo0o� ao0oo0ao � � o�oa_
LLI
rZ
2T Sill w/1T Screen 3T Sill w/1T Screen12
qy►uE�u+t�
Sjr No 5820,
fl$
STATE OF ,
L-JL
0 Q Q O Q
13� 0HL Q
0TOU0Q OIO011 Ej '1= 0 ❑EDU� 0a
11/21/2016
3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E.
FL PE#58201
1 S 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TRACK WIDTHS
O O 0 DRAW� DATE:
BL BLZ 05/06/16
OWG#:O O D D D
�0❑D00a0�13 00EE EI I CWS 1150 REV.: ,
SCALE` SHEET
4T SIII w/3T Screen
1.2 6 OF 11
L ANCHORS @ 4 P-HOOK
6° 4^ •� ANCHORS
MAX 6"MAX.TYP. TYP:" 4" PANEL-lYP 3"EDGE
TYP. 1 \�+•I I'Y}TYP. f\I I j•.l \l I j••.`I '\I I j"IOFTYP.EL WINDOW SYSTEMS
1900 SW 44TH AVE.
•� •i
OCALA,FLORIDA 34474
II I WWW.CWS.CC
II 12"MAX.O.C.
MAX I it 8800 PVC
TMP SLIDING GLASS
I II
II I DOOR-IMPACT
II I
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NOTES: •CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) ; k
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8&9)EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL ,• 1� &TATS QF ,^',
(SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.
2 INSTALLATIONSHIM AS REQ AT EACH ANCHOR USING LOAD BEARING SHIMS.
BETTER.WOOD SHIMS ARE NOT ALLOWED.OW DWABLE 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
f f�siq n Gr p~
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10.
................
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 11/21/2016
BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E.
FL PE#58201
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 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 10.
NORTH PORT,FL 34288
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 SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN 9Y: DATE:
S.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. BLZ 05/06/16
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 10.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV,
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1160 1
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE' SHEET
1:20 7 OF 11
4
INTERLOCKS SY(YW/LlU(Y II\\�f�"�
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[ ASTRAGAL 21'O.C.MAX Q
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PH.941-380-1574
SHEET DESCRIPTION: -
\ ANCHOR PATTERNS
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BLZ 05/06/16
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CWS-1150 1
NOTE:T=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET
CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11
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0
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(HEAD)
--L•:00.^.Sl:ii:)T'RATe:3 DRAWN BY: DATE:
ONLY
4T HEAD DWG : REV-*5/06/16
CWS-1150 1
NOTE:(E=CENTERLINE OF INTERLOCK ORASTRAGAL SC E: SHEET
CIRCLED ANCHOR LOCATIONS RE9D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11
2 TRACK HEAD ANCHORAGE INTERIOR ((y�SLiN/(LW/UUCS'I7(-I'�l.I
1/4"MAX WINDOW SYSTEMS
MIN.EDGE DIST.
SEE TABLE 1 SEE LAYOUT ON SHT 9 1900 SW 44TH AVE.
39,FRAME INSERT REO'D AT OCALA,FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS 39.FRAME INSERT REGI D W W W.CWS.CC
�0 AT ALL FRAME ANCHOR
LOCATIONS
SUBSTRATE 8800 PVC
BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
SLIDING GLASS
IMETER REALANT o n SEELAYOUT DOOR-IMPACT
BY
II� 07� ON BHT 8
INSIDE AND OUT a"M1AX.
SHIM 0 m
❑ � Iii
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MIN EDGE DIST ❑
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PERIMETER SEALANT m m
INTERIOR COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT 0 Z
INSTALLATION ANCHOR Z O
SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT 0_
SEE TABLE 1 SEE TABLE 1 LLI
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INSIDE AND OUT Z
DO NOT COVER 4 11 1 1 wWEEP HOLES MIN.EMBEDMENT gt!!ii!
BSUBSTRATE Y OTHERS SEE TABLE 1 .�a`Nt1fi•'� rrr�,
SEE TABLET rR^ •4
-; No 6209 ti
MIN.EDGE DIST. 39,FRAME INSERT REO'D AT
SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS S 71(• I
:�S STATE O!F
/ A 1 VERTICAL SECTION 4r �+.... i
9 2 TRACK SILL ANCHORAGE too
PERIMETER SEALANT
COMPLIANT WITH AAMA 800 ;L-7—
BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR 11IZ1I2O16
SEE TABLE 1
MIN.EDGE DIST. LUCAS A.TURNER,P.E.
EE TABLE 1 FL PE#58201
1239 JABARA AVE.
..-----...__..-._.-_............_..._............................___.._............._._..................-._....._.....__......... ............-_.__.............................._..._....... SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT.FL 34288
TABLE 1:APPROVED INSTALLATION FASTENERS 1. SEE TABLE 1BEE TABLE 1 PH.941-380-1574
SUBSTRATE TYPE ;ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION:
CONCRETE 2.0 KSI MIN 1114"ITW TAPCON ` 1.1/2" 4" INSTALLATION DETAILS
CONCRETE(2.85 K51 MIN.) !1/4"ELCO ULTRACON 134" 2-1f2" HOOKSTRIP 2 TRACK
;
2X MIN.SOUTHERN PINE(G=0.55) 114"ITN TAPCON OR 1418" 718"
TELCO ULTRACON 1„ DRAWN BY: GATE:
2X MIN.SOUTHERN PINE(G=0.55) 1#12 WOOD SCREW 1-3/8" VV' a MAX.SHIM
BLZ 05/06/16
16 GAUGE(0.06T)MIN. . I#12-14 HILT KWIK-FLEX O2 RW FULLTHREAD
STEEL STUD(33 KSI YIELD TEKS SELF-DRILLING SCREW THRU 0.060" 12 DWG#: REV.:
M9
1/8"ALUM.(6063.75 MIN.)OR #12 GRADE 5SELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION CWS-1150 1
1/8"STEEL 33 KSI MIN. ORILLING SCREW THRU 0.125" 1i� 9 HOOK STRIP sca-E: SHEET
HCOKSTRIP OR JAMB FRAME ONLY.
j1114'ELCO ULTRACON 1-374" 2-17 1:3 10 OF 11
HOLLOJ4 OR GROUT FILLED CMU ASTM CSD)
3 TRACK HEAD ANCHORAGE 1/4'MAX
SEE LAYOUT 39,FRAME INSERT REO'D AT INTERIOR \S�hY!!'C+Y(YW/UUCS
MIN.EDGE DIST. ON SHT 9 ALL FRAME ANCHOR LOCATIONS
WINDOW SYSTEMS
SEE TABLE 1,SHT 10 39,FRAME INSERT REO'D
�❑ 1900 SW 44TH AVE.
AT ALL FRAME ANCHOR
SUBSTRATE ❑ LocnrloNs
OCALA,FLORIDA 34474
BY OTHERS W W W.CWS.CC
SEE TABLE 1,SHT 10 MIN.EMBEDMENT
PERIMETER SEANT SEE TABLE 1,BHT 10 ❑ 8800 PVC
LA1/IIn D�ODa�
IN INSTALLER GOO o 41, JT SLIDING GLASS
INSIDE AND OUT MAX SEE LAYOUT
SHIM ❑❑ ON SHT 8 DOOR-IMPACT
INSTALLATION ANCHOR INTERIOR ,
SEE TABLE 1,SHT 10 F
SEALANT BETWEEN SILL Q
RISER AND FRAME BY r
INSTALLER ❑ '
PERIMETER SEALANT 0 O O MIN EDGE DIST m m
BY INSTALLER D D O CLI SEE TABLE 1 SHT 10
INSIDEDO NOAND
COVER �91i� '❑� �❑❑��
PERIMETER SEALANT Z O
WEEP HOLES COMPLIANT WRH AAMA 800
SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT. 0_
BY OTHERS SEE TABLE 1,SHT 10 SUBSTRATE U Z W
SEE TABLE 1,SHT 10 BY OTHERS MW EMBEDMENT a
39,FRAME INSERT22
MIN.EDGE DIST, SEE TABLE 1,SHT 10 SEE TABLE 1 SHT 10 !A
D_
SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT B ANC O R U
ALL FRAME F HORIZONTAL SECTION
ANCHOR LOCATIONS
3 TRACK JAMB ANCHORAGE W
/ u 1 VERTICAL SECTION 1D 114.MAX 4 0
10 3 TRACK SILL ANCHORAGE INTERIOR O
Z
4 TRACK HEAD ANCHORAGE 39ST. ,FRAME INSERT �❑ 39,FRAME INSERT REQ'D L;;SSI+I+f+llj
S EIN.TABDLEE,BHT10 SON SHTO9T ANCHOR LOCATQ'D AT ALL IONS
❑ LOCATIOAT ALL NSME ANCHOR `� 4,rsfjF
MIN.EMBEDMENT No 58209
SUBSTRATE SEE TABLE 1,BHT 10
BY OTHERS ❑ S* 1R
SEE TABLE 1,SHT 10
%,A 1 STATS OF -'.AV
qA
PERIMETER SEALANT q SEE LAYOUT
A,� �.' �
IBYINSTALLER
NSIDE AND OUT EJU g"MAX. ON SHTB J�� �NAL����,`
+44111+►I11���
SHIM X
INSTALLATION ANCHOR R ❑ 11/21/2016
SEALANT BETWEEN SILL
SEE TABLE 1,SHT 10 a LUCAS A.TURNER,P.E.
RISER AND FRAME BY FL PE#58201
INSTALLER MIN EDGE DIST 1239 JABARA AVE.
PERIMETER SEALANT 0 0 4 INTERIO ❑❑ SEE TABLE 1 SHT 10 NORTH PORT,FL 34288
BY INSTALLER �yY-�� ElPH.941-380-1574
INSIDE AND OUT �0❑� �❑❑�o❑� SHEET DESCRIPTION:
DO NOT COVER °LI
WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS
SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3&4 TRACK
BY OTHERS COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT DRAWN BY: DATE:
SEE TABLE 1,SHT 10
SUBSTRATE MW EMBEDMENT BLZ 05/06/16
MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT BY OTHERS SEE TABLE 1 SHT 10 DWG#: REv�
SEE TABLE 1,SHT 10 ON SHT 8 REO'D AT ALLFRAME SEE TABLE 1,SHT 10
ANCHOR LOCATIONS / G ,HORIZONTAL SECTION CWS-1150 1
E VERTICAL SECTION 1D 4TRACK JAMB ANCHORAGE SCALE: SHEET
10 4 TRACK SILL ANCHORAGE 1:3 11 OF 11
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