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W�kFL# FL5823-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived D
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
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352),368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
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
CJ Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
https:/Awm.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvMdF6zR4!HLrSiEW2m3mv6FSF7061cmWE%3d 1/3
1/4/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile,see installation dwgs.for Max.size and FL5823 R8 AE EvalReoort155D.pdf
DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.2 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.12df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R8 AE EvalRenort440C.Ddf
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C,Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other: Large Missile,DP=+/-67.5 psf,Max.size 74-1/8"x FL5823 R8 AE EvalReport491C.Ddf
72".Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party: Yes
30 ft. in HVHZ.Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalRenort295E.pdf
FLANGE ONLY.Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
Back M t
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:B50-487-1824.
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 emaiB 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:
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQWtDgvMdF6zR4iHLrS!EW2m3mv6FSF7061cmWE`/o3d 2/3
. URNER � 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155D
August 28, 2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 53 1/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
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 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below..
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-1551),signed and sealed by Lucas A. Turner,P.E.
3) ' Test Report NCTL-210-3668-1,4A, -2,-2A, 3669-1,4A,-2, and-2A,by National Certified
Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing
performed: TAS 201,202,203 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-1551).
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures,and with max. glass DLO heights as
shown in CWS-155D
• Is impact resistant and does not require the use of shutters
•
May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11117.021
• Requires Quanex(Milron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.lot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
Oh 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.
,1`�� �r cRE•W r4rif
ioVE0..d%,0S V '•G,p'y� ��
Lucas �' �'
No 582€)1 '-� � 8/28/2017
Turner
2017-08-30 = *: .*= Lucas A. Turner, P.E.
• . FL PE#58201
15:59+20:00 STATE of :,AUS
4 *. ..OR ie,r
ID
•... I C?
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACTS��DD �
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 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100 PVC
371/4• 3.CONFIGURATIONS:"O/X".
531/8'MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG -
4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO GLASS TABLES ASTM E-1300-0"01/09.
FF
AX UNIT W IDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
3113/16' INFILTRATION TEST PRESSURE AND GLASS TABLES p w O y w 00 0
" ASTM E-1300-04e01/09. Z w D
771/4" I I GLASS DLO w Z O 2 w L Z W-
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 Ia-w 3�OF��
FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2
HEIGHT I I -- DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O H O V 2 F-W
O 33 15/16" -I- ANCHOR CALCULATIONS. p Z-U)Z Z~j y
GLASS OVERALL I I O Z V w Z 7 U—
DLo I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP F-LL2 0 O LLU
UN76' I I FLANGE_ LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL < O H H H O Z
MAX I I HEIGHT O 2Z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO a ���U��Z U
HEIGHT 62• B B GLASS HURRICANE WINDS AND FLYING DEBRIS. 0 of z a w Uj 00 w(0 w
uUN 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w O a=w
B HEIGHT i I USED AT FIXED MEETING RAIL AND JAMB. a H as � w rn
LL
37 5/16" i I 8 8.SERIES/MODEL DESIGNATION SH-8100. ast12811i
SMASH 6 -GLASS 30 5/16` 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �O�g,Q:�D...... i
HEIGHT D DLO SASHJGQ•��oENSF''.Q'L0
X X=OPERABLE SASH,O=FIXED SASH 8 X No 58201 •t?1
HEIGHT L-A
GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
DLOC � � I LOCATION. �b�
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. X90 STATE OF :��
C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". o;,p /pNA...0 F1 10;O,
46 3/8• 2�
GLASS DLO GLASS DLO
4911/16• 31 5/16" LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r
2017-09-22 9/22/2017
11:38-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE RATING IMPACT RATING
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 NO 53-1/8"X 76" ADE 06/10/08
GLAZING DETAILS...............................2 HVHZ 67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT. _FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS&B.O.M.........................4 Np + - F CWS-155 D
ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS l�(y(ypv� �
1/8"ANNEALED 1/8"ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7/16"AIRSPACE 7/16•AIRSPACE OCALA,FLORIDA 34474
W W W.CW S.CC
5/16"LAMINATED GLASS 5/16'LAMINATED GLASS
1/8"ANNEALED 1/8'ANNEALED 8100 PVC
.090°PVB INTE RLAYERBYDUPONT .090'PveINTERLAYERBYDUPONT SINGLE HUNG
1/8"ANNEALED 1/8"ANNEALED IMPACT
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 Z Q Z?
F ❑W O a W 0 w
Z W J❑ t Z
❑ Z Z m
1 1/2
GLASS BITE 1/2°GLASS BRO w E Ia-W z' H L g 2
38 38 O O I=-O W O O
U Uv1F—zELP(0(L
❑ Z-'0 ZF7tn
OZOWZ❑UV
4
<3:
ow-20z
W scow 0-1 F
a
O w~� w= Cn
a a I% aa..
GLASS TYPE A
GLASS TYPE A SASH LITE
FIXED LITE �+.PNG RE W�T�
GQ'.'%,� sic"••Z
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS J•�° No 58201 •:�11
1/e•TEMPERED 1/8'TEMPERED =b:
7/16"AIRSPACE 7/16"AIRSPACE o;%N STATE OF ��4/'
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS '4�SS.`O p:Q `O�+
1/8"ANNEALED 1/8'ANNEALED ��i,i�NA E+•+`
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
1/8'ANNEALED 1/8"ANNEALED
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE'H"OR SIKAFLEX 552 9/22/2017
LUCAS A.TURNER,P.E.
8201
12 1/2"GLASS BITE 1/2"GLASS BITE FL # A
1239 JABARA AVE.A
• 3e 3e NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
a
O GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DING 0: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE
1:1 2 OF 6
INTERIOR SYSTu S
WINDOW SYSTEh1
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.OCALA,FLORIDA 34474
W W W.CWS.CC
41
41 8100 PVC
1 o G' SINGLE HUNG
IMPACT
;� z z: azo
12 21 F ❑W O a W
60
ZW
W ZO2 wLgw
20 12 20 26 LL FW3}Z03�=
SECTION VIEW B-B 2 z=ma�W O O
O CF-Od =I...w
U 0U) autNa
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 zO C7 z 2 j U w
RIGHT SIDE SHOWS SASH SECTION VIEW. z U V1 z
0 LL
30 a�aOW-FO?
q^�y 2
12 W O'-'. ��WyW
LL Z.47 W O J(n F-
31 D
38 29 O W F Of LU 3:
5 (L F 0_ ��d
7 INTERIOR
a
32
48 t No 56201 .•��
90; STAT10
E
110,
12 13
14
9
q
15 Xz
IIvr
25 Q9/22/2017
LUCAS A.TURNER,P.E.
40 18 FL PE#58201
__ 01239 JABARA AVE.
2 NORTH PORT,FL 34288
PH.941-380-1574
41
SHEET DESCRIPTION:
SECTION VIEW C-C
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE:
FOR UNITS 36"x 62"AND UNDER.
ADE 06/10/08
DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-155 D
22,27-28,33-37,43-45 SCALE` SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION !! �
31/8' V- (NylLLU4lIiuuO•
1 H-6031 Frame Head,Fig,Single Hun PVC MIKRON WINDOW SYSTEMS
2 H-6031 Frame Sill,Fig,Single Hun PVC MIKRON 1 t5/ts^
1 �2 3/1 s' 1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 2 T OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 rE
1 6 WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON 1L1/16" 1 518" r1 8 1518•
6 H-6027 Sash To Rail PVC MIKRON 1/16" I LIq 1/16• 8100 PVC
7 1.1-1497 Reinforcement for STIR ALUMINUM KEYMARK o L ll 1/16" L CORNER
WELD
8 H-6028 Sash Bottom Rail PVC MIKRON (AL1.6 SINGLE HUNG
9 1.1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT
10 H-60D4 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
12 S-6064 Glazing Bead PVC MIKRON I-- p w O
� W wwwzz w�13 P-3118 Keeper,SweepLock ZINC SULLIVAN 31/8" OO z
3
H O 0) >-0w�m
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL LL w f-�m z
15 P-4632 SweepLock ZINC SULLIVAN 47 1 1/2• z Z=2 �w p O
O OHOLj =HK
16 P 4633 Barrel Fastener STEEL FASTENAL 1 L3/16"�--�{ O O p U D-I— o-
I FIXED MEETING RAIL p —0?Z
17 Block&Tackle Balance STEEL CALDWELL 21/8• 10 4 SCREWED TOGETHER WITH Zd p z u O LL O
18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME ~—LL M O
1/16" F 1:8 <3: w—=0Z
19 Sash SEE SHEET2 GLASS CARDINAL 9/16" 0 1 21/8• 1116" w qQ O U t=Z,6
20 Fixed SEE SHEET GLASS CARDINAL q 1116' rii O o_
LL co o w m w
21 P-3429 W .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB a =ww 0 JO U)�
22 P-4638 #8 x 2-1/2 PH Mod.Truss,T e A,TEK 2 STEEL FASTENAL F~1• O w~0 W w
23 #10 X 1 1/2"Panhead SMS STEEL FASTENAL 2" PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 (L FZ- d tL
24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048
25 S-6014 Screen
26 S-6013 Screen Supp rt PVC MIKRON �.•��, r cENs••TGp'�i,
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL :-5 • F yc��:
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5118• 9116•
� No 58201 t 41 L
29 P-3783 Impact Lock STEEL INTERLOCK 4 1/2• 11/e•-{ 7 — 5 5/16' 11/e•y :,k� * ?,F
30 P-4069 I act,Keeper STEEL INTERLOCK I I I '9 STATE OF .'W
7/8" 6 1 5116' S �O•. •�
32 P-3218 31 P-4264 Screen4FH Fra Frame
w/#6 Head,TEK Wht STEEL FASTENALALUMINUM ACEMETAE L tns^ t/1s• Dos• 1N6' �'4��`S'F4 O A 1Qe GN
33 P-3321 Screen Corner Ke PLASTIC M&M qhS+Old Ai�?•,`
PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
34 P-3228 Screen Spine RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY 5/8" Z�
38 P-3352 Set Bic.85 Dur.1/8"x5/8"x2" RUBBER FRANK LOWE 3/4" 3/4• 9 1/4° 9/22/2017
3/16'39 P-3768 #8 x 5/8 Phil Pan Znc ZINC FASTENAL /� 7 LUCAS A.TURNER,P.E.
40 P 4479 Wee cover PLASTIC M&M T 1/1611 151116" I J 1/16^ L 1/16, 7Er FL PE#58201
41 P-3113 Screw Su RUBBER TEAM .1�I� 1239 JABARA AVE.
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 ISearn Sealer SILICONE SCHNEE
46 P-3752 lHole Plug PLASTIC M&M1/2BOM AND EXTRUSIONS
47 H-6048 lFrame Head,FIN,Single Hun PVC MIKRON
3/167DRAWN BY: DATE:
48 P-4959 W .,0.420 x 0.187 back NYLON ULTRAFAB — 3' 'I
0 a1 ADE 06/10/08
T—
DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 4 OF 6
15"MAX O.C.(TYP.) WINDOW
V- SYSTEMS
4"MAX.(TYP.) 8"MAX.O.C.(TYP.)
g•MAX.(TYP.) 1900 SW 44TH AVE.
6"Mme(. ) 4"MAX.(TYP.) OW W W CWS.CC FLORIDA 34474
4"MAX.(TYP.) 8•MAX.O.C.(TYP.)
-- -- -- -- ANCHOR AT MIDSPAN(TYP.) 4"MAX.(TYP.)
FF
6-MAX."P.j 8100 PVC
8" j� -- --- SINGLE HUNG
1a°
O
MAXO.C. O IMPACT
MAX.O.C.
(TYP.)
_ I I 13/16' MAX
' O I pO.C. I O I Z W J O La 0 ¢W
MAX O.C. O W
MTG RAL I I
LL IL�W
4-(TYP. Z Z=m¢wWpO
I 0 OI-OLj¢=F=
4"(TYP) 0 0v7�'-Zn-F-tna
4"(TYP) I I I I Z Z z;=-?F- M
x G O�zO� U—
' � O=�LLO�
- -- -- W 0 00W°W
IL Z2a wo w
0 Wow W3wG
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a. w
SIZES OVER 36"x 62" SIZES OVER 36'x 62" SIZES 36"x 62"AND UNDER SIZES 36"x STAND UNDER a.
00 om W
No 58201 •t
. ; STATE OF :�fIJ`
0
NOTES: ss'ON A11 �``��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. `1Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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: SCALE: SHEET
FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXTERIORDOORS)
1:25 5 OF 6
MIN.EMBEDMENT �Tll7CCo //)�TKYf)•L
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS Q''//''�I`����J
MIN.EDGE DIST. 1/4'MAX.SHIMt
ABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
1/4"MAX.SHIM SEE TABLE 1 OCALAWWW- FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
SEE TABLE 1 :K�EIDGE DIST.
MIN.EMBEDMENT BLE 1
PERIMETER SEALANT SEE TABLE 1 "71 MIN. 8100 PVC
BYINSTALLER NSIDEAN OUT SEE
SINGLE HUNG
SEALANT BEHIND d S ETABLEMENr IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
fl7Z0aZPERIMETER SEALANT Z W J 0 a r Z WEALANT BY INSTALLER w z Oz 0' HR INSIDE AND OUT O F W3}O 3 2UTINSTALLATION ANCHOR Z z=2ZIND SEE TABLE 1 O O F OV =O ac
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 Z F-z Z F CL =IL
U
SEE TABLE 1
FIN BY INSTALLER Z O Z V w Z]U 0
B HORIZONTAL SECTION 1 C� HORIZONTAL SECTION } «w w 0=LL
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE >_ 5�o w j=Z,6-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION a 0 C3F-
LL 0)w�00_j H
a
O w�0 W=ww
114"MAX.SHIM a o_ o 3 IL
SEALANT BEHIND
FLANGE BY INSTALLER0 J���`tP�lDREW�T4�,,
PERIMETER SEALANT ��6 " F'••2��
BY INSTALLER MIN.EMBEDMENT v.• No 58201 •'�?)
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS '9O� STATE OF
SEE TABLE 1 'i�F'��O R 10 P ON
MIN.EDGE DIST. S'•.,,,, _
EAVERTICAL
SECTION TABLE 1 �'� ONA�TYPICAL SILL ANCHORAGE
X�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F AS A.TURNER,P.E.ANCHOR TYPE T. LUCAS
PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"fTVll TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D 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 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1.3/8" 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08
.(6063•T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.;
1/8'ALUM. ) 7/16^ INSIDEE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SSE: SHEET
1:2 60F6