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Product Approval Menu>Application Detail
t " FL# R�e
823-R8
d
t : Application Type vision
Code Version 2017
Application Status Approved
3i W
r� Comments
Archived Q
py Product Manufacturer Custom Window Systems Inc.
r,
q Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
1 (352)368-6922 Ext 245
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kpine@cws.cc
C �d
Authorized Signature Kevin Pine
�N kpine@cws.cc
a s
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Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
its `
€ Quality Assurance Representative Arturo Monteverde
rt
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
v u (352)368-6922 Ext 221
amonteverde@cws.cc
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5 � trF^
� r �r Category -Windows
SubcategorySin le Hun
F 9 9
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
1 ¢, Professional Engineer
Evaluation Report-Hardcopy Received
x-
�� 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
, x
5f Validation Checklist- Hardcopy Received
r" g Certificate of Independence _FL5,823 R8 COI EvalReoort155D pdf
Referenced Standard and Year(of Standard) Standard Year
TMl AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
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Florida Building Code Online
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ASTM E1886-05 2005
"s ASTM E1996-02 2002
ASTM E1996-05 2005
t" m- PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
t :
o' ? � Sections from the Code
M
� t
ri Product Approval Method Method 1 Option D
1 any Date Submitted 09/28/2017
Date Validated 09/29/2017
t�l Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
` q.� i"�` s 1'V"O r S �'. v�px'�' .k• n �:.x f 't.'' �.Ti�'�..; �...'r.�. ".?�aa "" a T.
FL# d Model;Number or Name Descrl tion
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact)
j Limits of Use Installation Instructions
x �
t Approved for use in HVHZ:Yes _FL5823 R8 II CWS-155D.pdf
a ` Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
!l Design Pressure: N/A Evaluation Reports
Other: Large Missile,see installation dwgs.for Max. size and FLS823 R8 AE EvalRenort155D.ndf
+ S, DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823 2SH,8100 Cont Hd. &SIII SH'-8100 Cont Hd &Sill (double Single Hung),Impact, 74'
1/8"x 63
'i Limits of Use s Installation Instructions
$ :t Approved for use in HVHZ Yes FL5823 R8 TI f WS 440C.ndf
'f Approved for use'outsid'etHVHZ Yes Verified By:, ucaS-Aaurner'58201
1 Impact Resistant`Yes $ t Created by Independent Third Party Yes
k
N
Design*Pressure-0N/A ¢. Evaluation Reports <
Other Max unit siie 72 7/8 x 61 3/4 Outer Ilte in'I G FL5823 R8.'AE EvalRe`port440'C[L
must be safety glazed when used above 30 ft:'.inrHVNZ` Glass', Created byjndependentwT,hird;P.arty Ye's IJ
( �1 compiles to'ASTM E1300 04 r
I 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double SIngle Hung),Impact,74
1/8"x 72".
'£ Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.pdf
'-" Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
{ s Impact Resistant:Yes Created by Independent Third Party: Yes
# Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x FL5823 R8 AE EvalReport491C„Rdf
72". Outer lite In I.G. must be safety glazed when used above Created by Independent Third Party: Yes
30 ft. In HVHZ.Glass complies to ASTM E1300-04.
p .t� '5823-A SH-8100,Vinyl Single Hung Onel - • SH .8100 Vinyl Single Hung Or1el,Wlndow w. HD FMR, 5:HI
as
-_s i.".
Limits of Use Installation Instructions]
" �� Approved for use;in HVHZ Yes FL5823 R8 II CWS 295E PDF W_
Approved for' outside°HVHZ Yes Verified By Lucas A Turner 58201
` :Irripact Resistant Yes �y a tx Created by Independent ThirdParty:Yes-
Desigrf Pressure:+70/70' Evaluation Reports
t Other Large Missile, 52'x96 w/5 HI sash, +t-.3 dpsf. AE' Reoort295E pdf
`' FLANGE ONLY Outer Ilte in'I G must.be safety glazed_when: Created by Independent Third,Party:Yes
i used above 30 ft it `HVHZ..Glass complies,to ASTM E 1.300 04:
v
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Florida Building Code Online
3 r�
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer,Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessihility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic
x ; x 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
5
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
`-r 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.,
a;�p please click here
Product Approval Accepts:
WN 99 M
F r_ x Credit Card
w Safe
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i
TT T��j�'L� 1239 Jabara Ave.
v 1�J North Port, FL 34288
ENGINEERING &c Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155D
August 28,2017
Product Description: Series 8100 PVC Single Hun-, Large Missile Impact, 53 1/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i 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`'
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-155D, signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3668-1,-IA,-2,-2A, 3669-1,-lA, -2,and-2A, by National Certified
Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing
performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005
4) Supplemental Calcs.to support CWS-155D, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-155D.
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures, and with max. glass DLO h]iZ
shown in CWS-155D
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Te
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inbo
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11117.021
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10
t I have evaluated the materials in these NOAs and find that they comply with the requiremen
6th 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.
.0,01%111serr,"r t
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•�'
No 5820 = 8/28/2017
Lucas A. Turner, P.E.
oy STATE OF w.��� FL PE#58201
/ON Ak��
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
54 2.GLAZING OPTIONS:( EE SHEET 2)
OVERALL FLANAN S
GE WIDTH 8100 PVC
37114* 3.CONFIGURATIONS:"O/X'. SINGLE HUNG
53 116'MAX.UNIT WIDTH OVERALL FLANGE WIDTH
4815116" 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e0l/09.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z Q Z
31 13/16• INFILTRATION TEST PRESSURE AND GLASS TABLESowo 0
woo
771/4" I I GLASS DLO ASTM E-1300-04e01/09. w z O z < ?W
OVERALL I I A % 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w ¢w T O x m
w I-w zH'Smx
FLANGE I I -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z Z=g¢�w 0 0
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OU L) OF c)n-
o
x F-
O 1 1 631/4' - -r I, ANCHOR CALCULATIONS. Z Z 0 z F N
DLOGLAOVERALL I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP ¢ 0 u)z O LL O
76" I I FLANGE w 0 Z
HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ¢ O w-x O_
I M I I UNIT ga I-FF
HEIGHT B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO F o o }F-�z
6Y DLO HURRICANE WINDS AND FLYING DEBRIS. w w W y Q w m w
MAX Z_ O-j U)F--
UNIT
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w P 0 w=
B I I USED AT FIXED MEETING RAIL AND JAMB. D' x D. x w co
a
37 5176• I I 6 I 8.SERIES/MODEL DESIGNATION SH-8100.
MAX I C J3 �i
SASH I 6 GLAD n3 5/16• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �`�;ANOREW 111,,
I hiEIGHT D SMAX
ASH
1 X=OPERABLE SASH,O=FIXED SASH 1�Y ��G EN& ;yrs
6HEIGHT ~
l I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR v No 587tl1 to
LOCATION.
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `9= STATE OF .400
C
a� A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". 'SFS O H 6.`
6 � '`',,s
GLASS DLO LL GLASS DLO
49 11/16" 31 5/16"
MAX SASH WIDTH MAX SASH W IDTH
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE RATING IMPACT RATING GENELEVATIONS
TABLE OF CONTENTS
N BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 N DRAW
+/-65 PSF
53-1/8"X 76" ADE 06/10/08
GLAZING DETAILS...............................2 H_VHZ__ +/-67.5-PSF.
LARGE MISSILE IMPACT- owcn: RE V..'
SECTION VIEWS&ALT.FRAME........3 _
EXTRUSIONS 8 B.O.M.........................4 PH27ZI
+65/-75 PSF CWS-155 D
ANCHOR SCHEDULE&NOTES..........5 36"X 62 SCALE: SHEET
INSTALLATION DETAILS.....................6 +67.5/-75 PSF 1:1 1 OF 6
718"OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS azim(��"�
1/8"ANNEALED 118'ANNEALED
WINDOW SYSTEMS I\v/I
1900 SW 44TH AVE.
7/16'AIRSPACE 7116'AIRSPACE OCALA,FLORIDA 34474
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS WWW.CWS.CC
1/8'ANNEALED 118'ANNEALED
.090'PVB INTERLAYER BY DUPONT ,090'PVB INTERLAYER BY DUPONT 8100 PVC
1/8'ANNEALED t118"ANNEALED SINGLE HUNG
OUANEX DURASEAL OUANEX DURASEAL IMPACT
IG SPACER IG SPACER
18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 Q Z Q Z
F- OWp QWOW
Z W J-
1 1f2'GLASS BITE 1!2°GLASS BITE Z y Z O Fr 3:a0
Q �}
• 38 36 ZO 01-OUQ=pH
0 Z-�ZZI'�U)
. a OZp�ZOWp
W p�~D'c}1O W tnw
W irn W 0-jU)
_~w W OffA
GLASS TYPE A GLASS TYPE A a I a s
SASH LITE
FIXED LITE
718"OVERALL INSULATED GLASS -716'OVERALL INSULATED GLASS ?v f� No 58201
1/8'TEMPERED -1/8'TEMPERED M.G*
7/16'AIRSPACE '�
7116'AIRSPACE :• STATE OF :`!:!`
5116'LAMINATED GLASS .
--5116' P •�,
1/8"ANNEALED
118'ANNEALED D GLASS i�,'�I (Illist%%
090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT
�---118"ANNEALED 118"ANNEALED
OUANEX DURASEAL QUANEX DURASEAL z;z'
IG SPACER IG SPACER
18 PURFECT GLAZE'H"OR SIKAFLEX 552 t8 PURFECT GLAZE'H'OR SIKAFLEX 552 9/22/2017
j LUCAS A.TURNER,P.E.
1 1/2'GLASS BITE 112'GLASS BITE FL PE#582011239 JABARA AVE.
• 36 3g NORTH PORT,FL 34288
PH.941-380-1574
n SHEET DESCRIPTION:
4 0GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG 5. REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE:
FIXED LITE SHEET
1:1 2 OF 6
INTERIOR a&v0mffl
WINDOW SYSTEMS
4jAsi=
21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
41
1 0 — 8100 PVC
SINGLE HUNG
46 a IMPACT
Livo ? Q
12 s- 21 z
F OwO U)
21
20 26 w ZOZ w--I`-
0
rZH0 Qm�j}OM3:m
SECTION VIEW B-B z Z=2¢�w 0 0
O 0r06a=F0,
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 Z U)z_Z r o
RIGHT SIDE SHOWS SASH SECTION VIEW. z O O U ui U
Hz ozOLLU
30 >- Q�Owo=Oz
12 ry Q ZK>-�U~Z�
38 w OOwt}DO W to W
31 29 O WFO dS�>
5 0_ = Dom, W3WU
4 I INTERIOR o ~
32
48
19 No 562m -P
STATE OF ;``
12 13 off
14
9
25
f4l
15 fz
0 9/22/2017
LUCAS A.TURNER,P.E.
a0 FL PE#58201
16 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SECTION VIEW C-C SHEET DESCRIPTION:
SECTION VIEW A-A
' ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62".
FOR UNITS 36"x 62"AND UNDER.
DRAWN BY: DATE:
ADE 06/10/08
DWG#: EV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-155 D
22,27-28,33-37,4345
TC-ALE' SHEET
1.2 30176
PARTS LIST FRAME CORNER Qs�mffl
ITEM PARTq DESCRIPTION MATERIAL VENDOR 31/8• CONSTRUCTION1 H-6031 Frame Head,F ,Sin le Hun PVC MIKRON
2 H-6031 Frame Sill,FI ,Single Hung PVC MIKRON 13WWW.CwS.CC
115116, 23/1x•
I� 1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK a
5 S-6063 Fixed Rail Cover PVC MIKRON 11/16' 1 518' 15/8
6 H-6027 Sash To Rail PVC MIKRON rE
106^ q fns•
7 H-1497 Reinforcement for STR ALUMINUM KEYMARK o 1s Lq 106• CORNER WELD 8100 PVC
8 H-6028 Sash Bottom Rail PVC MIKRON (ALL SIDES) SINGLE HUNG
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT
10 H-6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK ¢ Z Q z
12 S-6064 GlazingBead PVC MIKRON F- p w o Q w o p
31/8' w ZoZ m__F-
13 P-3118 Kee er,SweepLock ZINC SULLIVAN
�2 Z w�0 Zw
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL LL o Q w �o�M m
15 P-4632 SweepLock ZINC SULLIVAN a7 1 112• Z Z=n¢X w O O
16 P-4633 Barrel Fastener STEEL FASTENAL 1 3 16" +� Ov O o Z Q-r U)a
FIXED MEETING RAIL O Z—U)Z Z
17 Block&Tackle Balance STEEL CALDWELL 2118" 10 4 SCREWED TOGETHER WITH Z 0 U` U 4j j U to
18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEL/SIKA 1/16" OUTERFRAME a P Z'n ZO O w OZ
19 Sash SEE SHEET GLASS CARDINAL 9116' 1 5'8' 2 1/8' 1116' 1:8 E O EL F- Z Z
20 Fixed SEE SHEET 2 GLASS CARDINALo q 1116^ w O oILL N o w U)w
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB 1 L� a Z=a 0 O (nren
22 P-463B #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL O w_F-0 01-
x
2• PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a. w w
23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL o F- D 0: w
24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048
25 S-6014 Screen Catch PVC I MIKRON
26 S-6013 Screen Support PVC MIKRON ``. .''•-•'•TGA'
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL 'JG� �`C L:J�`c
v.• No 58201 ='t0
15!16 �F
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL s
J1s'
29 P-3783 Impact,Lock STEEL INTERLOCK tr2 t 1/8' 5116' - ;'
30 P-4069 Impact,Keeper STEEL INTERLOCK a2 5 :9% STATE OF -4v
7/8' 6 15116• 5 "O•. •<4.Z
31 P-4264 #8 x314 FH PH w/96 Head,TEK,Wht STEEL FASTENAL L OaS { 1116' %��c" cl O R tOP:�2`�
32
IScreen Frame
LUMINUM
33 P-3328 Screen Comer Key APLASTIC A M MAL 1065 PVC SCREEN CATCH1r6013 PVC FIXED IL COVER-6063 PVC SCREEN SUPPORT-6014 �rys111
PVC SASH STOP-6025
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY Z�
38 P-3352 Set Blk.85 Dur.1/8"x 518"x 2" RUBBER FRANK LOWE 3/4' 3/4' 51a" 1!4"
3/16• 1�
39 P-3768 #8 x 5/8 Phil Pan Zlnc ZINC FASTENAL � FL PE#58201
11 151t� 9 7 � I 12 LUCAS A. P.E.
40 P-4479 Weepcover PLASTIC M&M a fns• t• 7/s"
I L� 106' 1239 ABARAAVE.
41 P-3113 Screw Support RUBBER TEAM 1/16 — L }-
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
46 P-3752 Hole Plug PLASTIC M&M BOM AND EXTRUSIONS 1I2•
47 H•6048 Frame Head,FIN,Single Hung PVC MIKRON
48 P-4959 WS .,0.420 x0.187 back NYLON ULTRAFAB 3116•—I �_3, DRAWN BY. DATE;
L�0 41 ADE 06/10/08
DWG 0. REV.:
SCREW SUPPORT-3113 CWS-155 - D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
12 40F6
15-MAX.O.C.(TYP.) WIND
MS
6"MAX(TYP.) 4"MAX,(TYP.) 8'MAX O.C.(TYP.) Ily/I
6'MAX(TYP.) OCA A, L 44TH AVE.
4'MAX P.) FF OCALA,FLORIDA 34474
4'MAX(TYP.) 8"M O.C.(TI. WWWCWS.CC
ANCHOR MIDSPAN(TYP.)
6'MAX.(TYP. 4-MAX'(TYP.)
VI , 6-MAX(TVP.) 8100 PVC
'
8.
-- -- SINGLE HUNG
14" O MAX O.C. O
MAX.D.C. (TYP.) IMPACT
(TYP.) - I 1 8" I I
O
..�.!? II II "-(e nTrc tua 1I II ( •) C. ' O z o a0:w�OIMAO pW Up
oXC. HwZZ ?(TYP•) o
H
4
O m }OIY��p
4"(Tl'P.) T Tc RAIL Z Z=�Q X w O p
--III x �/ T O OF-0LnnOVa-P00)0-
4"(TYP.) /� X 4-(TYPJJ I I 1 X I a ZZ O U Z I-7 U
I Z DOS —�U
I
1 I F._w�00tL
4 ^ \ } avowpmo-
-- --- a0 wt=O a=�cn
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) \ ANCHOR LAYOUT-(FLANGE) ANCHOR LA UT- FIN a F a �3:a
SIZES OVER 36'x 62' SIZES OVER-16"x 62' SIZES 36'x 62'AND UNDER SIZES 36"x 62' 1 UNDER
ttttlUlhgrr�r
�10REW
Gr�j��
'v' iVo 58201 '
�9Q; STATE OF :�W`
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 114". 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. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2`2/2017
4. LL I T T O ANC O S MU T E DE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6.
PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/10/08
G
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. D #: REV.:
CWS-155 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sc E:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMM/
ADMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) SHEET
1.25 50176
Y�..� y Y YYr`r_lr��� /�� /(
SEE TABLE
// fJ/](�V7 r//nJj�j�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE lel. (y(jpyCl�W/I/UU'
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4'C
E TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 114'MAX.SHIM SEE TABLE 1 OCALAWWW. FLORIDA 34474
W W W.CFLORI
SEE TABLE 1 .EDGE DIST.
MIN.EMBEDMENTE TABLE 1
PERIMETER SEALANT SEE TABLE 1
8100 PVC
BY NSTALLER INSIDEANDOUT SEE ABLEIONANCSINGLE HUNG
MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
azo ciPERIMETER SEALANT zw�0 Q w 0
R SEALANT �7 BYINSTALLER w Z O Z I,r?-
LER gINSIDE AND OUT ,I O —U) }O �mD OUT tiF W�Z I- g=
INSTALLATION ANCHO Z Z=2 a D=w0 0
� BEHIND SEE TABLE 1 O O h O�j a=F M
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O U Z d F-f/l d
SEE TABLE 1 FIN BY INSTALLER Z ZOO-ul Z n U-
LOHAL SECTION e HORIZONTAL SECTION a F- ,M O O tL ZAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE > a�Ow�=O—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F K�F}Z) O
w �v1w�O�viF
O wt-0 w= >_
1/4'MAX.SHIM a ~ D- O a
SEALANT BEHIND
FLANGE BY INSTALLER O aaaaaaaOREw4l�!
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 ;�: No 58201 :�L
INSIDE AND OUT
SUBSTRATE BY OTHERS 0?• STATE OF :`w
SEE TABLE 1 .'.......
1
MIN.EDGE DIST. i F a R t
SEE TABLE 1
p VERTICAL SECTION �mill�Naa♦♦♦
6 TYPICAL SILL ANCHORAGE
X�
TABLE 1:APPROVED INSTALLATION FASTENERS a 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE M! .EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2' 1-1/8" FL #
PERIMETER SEALANT 1239 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
(�01 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8' 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060')MIN.STEEL SN #1
D 0-16 HILTI KWIK-FLEXOR ITW FULL THREAD
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE 7/16" ADE 06/10/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 D
e FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 60F6