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Product Anoroval Menu>Product or Application Search>Aoolication List>Application Detail -
ra FL# FL5823-R7
x. 017�
Application Type Revision JUN 9 `2}
Code Version 2014
Application Status Approved PEA'NgI
St. Lucie county, FL
Comments
Archived C
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
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 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 Lucas A.Turner
the 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R7 COI EvalReo CWS-155C(SH-8100,Impact).ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
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 R7 II CWS-155C(SH-8100,Impact).odf
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 FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
and DP.Outer lite in I.G.must be safety glazed when used FL5823 R7 AE EvalRep CWS-155C(SH-8100.Impact).pdf
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.12df
Created by Independent Third Party: Yes
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 R7 II CWS-440B(SH-8100.IMP.74x63
Approved for use outside HVHZ:Yes CONTHDSL).odf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports
must be safety glazed when used above 30 ft.in HVHZ. FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-440B(SH-8100.IMP.74x63,
CONTHDSL).odf
FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
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 R7 II CWS-4918(SH-8100.IMP,74x72.
Approved for use outside HVHZ:Yes CONTHDSL).odf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes
Other:Large Missile,DP=+/-67.5 psf,Max.size 74-1/8" Evaluation Reports
x 72".Outer lite in I.G.must be safety glazed when used FL5823 R7 AE DuPont PVB NOA 13-0129 27.Ddf
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-491B(SH-8100,IMP,74x72
CO NTH DSL).odf
FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
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 R7 II CWS-295D(SH-8100,IMP,52x96).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 R7 AE EvalRep CWS-295D(SH-8100.IMP.
FLANGE ONLY.Outer lite in I.G. must be safety glazed when 52x96).odf
used above 30 ft. in HVHZ.Glass complies to ASTM E1300- FL5823 R7 AE Kuraray PVB NOA 14-0916 10.Ddf
04. FL5823 R7 AE Kurarav SGP NOA 14-0916 11.Ddf
FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
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Florida Building Code Online Page 3 of 3
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAIEEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic 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 click here.
Product Approval Accepts:
eChx... M
Credit Caret
Safe'
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'
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: Gll��®lll'
SHOWN wlDIFFERENT 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 MISSILE LEVEL D IMPACT USERS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
_........ 54:318^ _.—___ 2.GLAZINGOPTIONS:(SEE SHEET 2) $I OO'PVC
OVERALL FLANGE WIDTH.
-- -- 53 1/8'MAX.UNIT WIDTH--------... OVERALL 3FLANGE WIDTH 3.CONFIGURATIONS:"O/X'. SINGLE HUNG
.......................................i.._.__......................._.....� 4.DESIGN PRESSURE RATING: IMPACT
L8..1.6!DL -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO a6 - GLASS TABLES ASTM E-1300-04.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTEDPRESSURE,WATER mo
T........ .....
INFILTRATION TEST PRESSURE AND GLASS TABLES
311316 lmnw
j ASTM E-1300-04. gl
77 114" I - I - - GLASS DLO -
MAX
OVERALL! I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED -Y—t -
FLANGE ; 1 -- IN.THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2 w i or
DETAILS. WINDL AD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w I- ¢ m
HEIGHT ! 0
1
O I aa'151'6' 631!4 `I- ANCHOR CALCULATIONS. V1
I m m W Z
D
GLA
76^ I
pss FLANGE i ! I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY of
j MAX. I I HEIGHT' 27a LOCKS ARE INTENDED TO BE LEFT UNLATCHED.DURING NORMAL o o i m j
UNIT B' O B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO O Z w
HEIGHT ¢ ¢ ¢ OCC
62' DLO HURRICANE WINDS AND FLYING DEBRIS. Q. a a
............ -...... MAX a
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w a[
1 HEIGHT IUSED AT FIXED MEETING RAIL AND JAMB. a Q a U
i I e I I a 0 0 o N
i 6 I I a a w
8.SERIES/MODEL DESIGNATION SH-8100.
_.
SASH, 8 GLASS 3R_5t]6.. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: e m'<1Z
HEIGHT X I D DLO ! X=OPERABLE SASH,0=FIXED SASH
1 6 I HEIGHT GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .p+��P!SORLbV tT++r+
I I i I I DLO ♦� GJ C/ +I
4 C I 1 I LOCATION.
I I11. :• No 58201
_ EXTERNAL W EEP 1/4"'x 1-1/4'LOCATED 4"FROM BOTH ENDS.
1........... _ r 1.._.._... _ _ * *=
6 G, A A I 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62".
s 9. STATE OF /u
_i
-... _... 46 318 __. 26 . o 10'.k<
GLASS DLO - GLASS DLO ,
I +Qs o a I•"
49.1111.6" a1:.5li6` Lucas A.Turner �......
( A;i�
MAX.SASH WIDTH � � MAX SASH WIDTH 2015-04-09 �
12:43-04:00 X z
�/�L2015_---
II, LUCAS A.TURNER,P.E.
FL PE#58201
1.239 JABARA AVE.
NORTH PORT,FL 34268
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE IMPACT:RATING
TABLE OF CONTENTSRATING ELEVATIONS
.....1 NON-HVHZ +/-65 PSF
BY: DATE:
GENERAL NOTES&ELEVATIONS
53-1/8„x 7.6„ ADE 06/10/08
SECTION DETAILS 67.5 PSF fowd
IEWS&ALT.FRAME........3 HVHZ +/- LARGE MISSILE IMPACT n: REv.:
EXTRUSIONS&B;O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 C
ANCHOR SCHEDULE&NOTES..........5 36 x 62 SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
7/6"OVERALL INSULATED GLASS '7/8 OVERALL INSULATED GLASS
.. ......118',,ANNEALED.. . - .---•118'ANNEALED _ WINDOW SYSTEMS
1900 SW 44TH AVE.
7116"AIRSPACE 7116"AIRSPACE. OCALA,FLORIDA 34474
W ww.CW S.CC'
- -•••-•5116"LAMINATED GLASS - ---.5116"LAMINATED GLASS
. 118."ANNEALED._ - _ - 118"ANNEALED _ 8,100'PVC
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG
116"ANNEALED 116"ANNEALED IIUIhAL+T
DURASEAL BY TRUSEAL DURASEALBYTRUSEAL
18�PURFECT GLAZE"H OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 Y c
C` 112"GLASS BITE - .112"GLASS:BITE o o ❑
ch
mmLuIO
�`�lJ LL LLIQ
i ❑ .o ❑
- w w w.¢
¢ ¢ ¢ VI
GLASS TYPE A a a a w
GLASS TYPE A SASH LITE _ __
FIXED LITE
c� ma0
__ _1_ -z
718°OVERALL INSULATED GLASS x'7/8"OVERALL INSULATED GLASS - - ��� P�OR`�
bra:.
... .......... ,.....:118"TEMPERED ... ..... ., 1/8'.TEMPERED �.CG.:�.-
No 58201 ft's
7116"AIRSPACE '7N6"AIRSPACE '
5116"LAMINATEDGLASS ..............5116 LAMINATED GLASS
"V STATE. OF 4�
116 ANNEALED
1!8 ANNEALED ¢rQ�'. P Zai
__..090. PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT ....R.....@'
8"
11 'ANNEALED: —1118"ANNEALED �tQNijA�11ti�*��
y
i-�
- —DURASEAL BY`TRUSEAL DURASEAL BY TRUSEAI:
18 PURFECT GLAZE"H"OR SIKAFLEX 552 - - �'84,PURFECT GLAZE"H"OR SIKAFLEX552
- LUCAS A.TURNER,PE.
FL PE#58201
(§---- 1/2"GLASS BITE 112"GLASS BITE 1239 JABARA,AVE.
ice.... NORTH PORT,FL 34288
�e PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN:6Yc DATE:
ADE 06/10/08
GLASS TYPE B CWS-155 C
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE 1 1 2 OF 6
C_
INTERIOR �(9tyNJ(!,®�•
WINDOW SYMMS�I
10,�9�t121i; 1900 SW 44TH AVE.
/ J OCALA,FLORIDA 34474
. W W w.cws.CG
—..- -- -------
o C4D
8100 Pvc
1 0 pSINGLE HUNG
..: ,46.........._ IMPACT
''. .12,............
21 - o - v o a n W:,
{/ �olo di
CD 12 l J l?tlJ _o
SECTION VIEW B 2 w 015:
w N aim
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, I�
RIGHT SIDE SHOWS'SASH SECTION VIEW: CO m a I Z
N LLI
12
0.
38 ...... .. - _ w
0 o o.a�
w w w C[I
Ci Z9 F-
C4� INTERIOR �jaal
_._rs m a�O
z I.
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i
u:" No 58201 '.-P
STATE. OF •4U'
�✓ r�, tit•
12
104
..... .... ........:
{g� Of
25
25 q O 15
I LUCAS A.TURNER P.E.
aD 15 FL PE#58201
I � o 0 0 1239 JABARA AVE.
NORTH PORT;FL 34288
0 \4, U PH.941-380-1574
.} - SECTION VIEW C-C (SHEET DESCRIPTION;
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REOUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN M DATE:
FOR UNITS 36'x 62"AND UNDER.
ADE 06/10/08
D cr4t.
ITEMS NOT.SHOWN FOR CLARITY: CWS-155 G
22,27-28,33,-37,43-45 s ` SHEET
12 30F6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION - MATERIAL VENDOR31/8r. CONSTRUCTION
1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON VcrcrovlllSSS��� uucr(j(��`( �Jj
2 H-6031 Frame Sit,Fig,Single Hung, PVC MIKRON 1 15/16 WINDOW SYSTEMS
3 H-6031 Frame Jamb,Fig,Single Hung PVC : MIKRON1' r 2 3/16" ( 1900 SW 44TH AVE.
2 OCALA,FLORIDA 34474
4 H-1836'Alum.Fixed Meet:Rail ALUMINUM KEYMARK 1 } i..e WWW.CWS.CC
5 S-6063 Fixed Rail Comer PVC MIKRON-
61
IKRON 6 H-6027 Sash Top Rail PVC MIKRON 211116° i'
7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK1/18" ll I t/1s^ 8100'PVC
ff*"
- - U :1116' tt CORNER WELD
8 H-6028 Sash Bottom Rail PVC MIKRON 1 (ALL SIDES)
SINGLE HUNG
9 H-199 Reinforcement for SBR ALUMINUM' KEYMARK t.e
10 H-6004 Sash.Side Rail PVC , MIKRON IMPACT
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK, PVC FRAME FLANGE76031 PVC SASH BTM.RAIL-6028 PVC SASH.TOP RAIL-6027
12 S 6064 Glazing Bead PVC MIKRON I to f mo I '
13 P-3118 Keeper,Sweep Lock ZINC SULLNAN a o w„
14 P-3541 1#8 x 1/2°,Pan Head,Tek STEEL FASTENAL } '
15 P 4632 Sweep Lock ZINC SULLNAN 31/8 "'~••- v t`
oIo{
16 P-4633 Barrel Fastener STEEL . FASTENAL - (dT t 112"-._ w Lu r
17 Block&Tackle Balance STEEL, CALDWELL 1 3118 w I-•'¢ m
16 PurfectGlaze"H"SrSikaftex552 SILICONE" HENKELISIKA 1 (q� FIxEDMEETING RAIL v>
19 Sash SEE SHEET GLASS CARDINAL i 1J SCREWOUTERFERAME WITH LL LL tu '0
.20 Fixed SEE SHEET GLASS CARDINAL 1116"
39116" 1518" 21/66 1/18. 1:8 o�-oolm; lin
21 P-3429 W stp,0.270 x 0.187 back F!hSeal NYLON ULTRAFAB p w a wz:w
22 P-4638 #8 x 2.1/2 PH Mod,Truss,Type A,TEK STEEL: FASTENAL q 1116' I IL�51 w w w O
23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL. 1. 0. l I a a
24 F.Iat Washer STEEL FASTENAL I LLL .........
0 0 oi_I
W w w ¢:
25.. 'S-6014 Screen.Catch PVC' MIKRON - PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 - o 1, ul!
26 .S-6013Screen Support PVC MIKRON a. IL a;
27 -P-4051 48 x 1 1/4"�Ph Fh TEK,Wht. ZINC FASTENAL' PVC FRAME FIN-6048 _ ----I--
28 P 3748 #6x 0:625"Quad Fh TEK,Whf. ZWC'_: FASTENAL z
, ,
P-3783 Impact,-Lock STEEL..: .::INTERLOCK
"I sill I
30 P-40 9 Impact;Keeper STEEL INTERLOCK r 1 5118`- 9/16' I- t tl8 �'��»N'�,tSOREW t�Lx��i
31 P-4264 48 x 3/4 FH PH w/#6 Head,TEK,W ht- STEEL FASTENAL '
32 P�218 Screen Frame ALUMINUM 'ALLMETAL. v2' t tl6 ," P.• yCENs pr .
r'� 1..... _ 5,16' �..U L �'
T... 5� -, 58 �-P
33 P3321 Screen Comer Key PLASTIC M&M 716 ' ' �6 1 5/16^ Ci No 2Q i
34 .P-3228 Screen Spline RUBBER,. DAPA 1116 #:
35 P-3581 Screen;Cloth VINYL WIER Ui6" lits" J— .'O•
36 P-3033 Screen Soring - STEEL HURLEY - PVC SCREEN:CATCH'-.601PVC FIXED RAIL COVER-:6063 PVC SCREEN SUPPORT---6014 STATE- OF �1w
- PVC SASH STOP-6025 3 pari•.",p 1111
37 P-3029 Screen Pull Tab STEEL HURLEY.. S <O q t O P�N38 P-3352 �
39 P-3768 #8 x'518 Phi„Pad Zinc 2„ R ZINC R F�STENANK WE �`r1,/ONAL 0,,0”"
40 P-4479 Weepco%er PLASTIC, M&M
41 P-3113 Screw Support RUBBER' TEAM 3!4 '- �'-' 314 5`8 114"
`� -
42 P-3059 Sash Stop PVC . MIKRON 3/16'_L12=
I 7/8' i ^—J1 LUCAS A.TURNER,P.E.
43 P-3059 Sash Cam PLASTIC M&MJ. 16116 1/16" 1
�- -
44 P-3295 Take Out Clip STEEL ! SUMMIT T V1a" j FL PE#58201
�— �'--
45 P-3342 Seam Sealer SILICONE SCHNEE 1116" 1239 JABARA AVE.
46 P-3752 H010 Plug PLASTICM&MREINF:'5.B.R./S.S:R.•1498
REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 . NORTH PORT,FL 34288
- . . ..
PH.941-380-1574
47 H-6048 Frame Head,FIN,.Single Hung. PVC MIKRON
48 P-4959 Wstp.,0.420:2 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION:
elz" I BOM AND EXTRUSIONS
. 7T '
DRAWN;SY: DATE:3^ ADE 06/10/08
SCREW SUPPORT-3113 CWS-155 G
8 LE:
NOTE:ALL EXTRUSIONS ARE ALUMINUM 606346 UNLESS OTHERWISE NOTED. 12 SHEET
40F6
15"MAX.O.C.(TYP.) WINDOW .
e"MAX.(TYP.) a'MAX.(TYP.) 6"MAX D.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.)-- 4"MAX.(TYP.) - - _ OCALA,FLORIDA 34474
-4"MAX.(TYP.) ..8".MAX O.C.(TYP.) WWW.CWS.CC.
ANCHOR AT MIDSPAN(TYP.)
6"MAX.-ITYP.) - 4"MAX.(TYP.)
s"MAX.(TYP.) 8100 PVC
SINGLE HUNG
MAX.O.C.
14' (TYP-) F IMPACT
MAX.O.C.
10 13/16' 10 I MAX O.C. 1 � o I
.MAX.O.C. (TYP-) A m
.- MTG ARIL I I (TYP,) ( O O10 O'
4"17YP.)..J .r. !_... _..-gMTGRAIL ._.._ W...,1....0 )-
V 1' w I– Q m
4"(TYP.)— X. /+ 4"(TYP:)J t I I
1 1 X I... I X ,; LL LL W iO
v o Ui V)
I a alm.'ZW
w waw O:OC
m a 0.
a 0 0 D'
III WIw m
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR.LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) < 1--1 a U)
SIZES OVER 36"x 62" - SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36'x.62"AND UNDER aa':a W
thUIm'a�0
Z
`I)
�+J++.;SOREW
No 58201 `-P
NOTES:. f51O STATE OF �iuZ
a
1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME HEAD. ��rcL�, <O R P
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 SPEOIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
41912015
j 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-F(LLED 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
j 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 06610/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ow--aL N: REV.:
CWS-155 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:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(SOX WINDOWS),FMA(AAMA/WDMA 300(EXTERIOR DOORS) SHEET
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MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 - SUBSTRATE V-tnlAullllYYy uucv�f/��,�I
BY OTHERS WINDOW SYSTEMS
1/4'MAX.SHIM��. .. SEE TABLE 1 MIN.EDGE DIST. •----SUBSTRATE
--------- ----MIN.EDGE DIST. ( 1900 SW 44TH AVE.
-I I SEE TABLE 1 BY OTHERS
SEE TABLE 1 . E SEE TABLE 1 Ww. FLORIDA 34474
1/4"MAX.SHIM
SUBSTRATEBYOTHERS � 1 WWW.GWS.CC '
SEE TABLE 1 - MIN.EDGE DIST.
MIN.EMBEDMENT
PERIMETER SEALANT- --- SEE TABLE 1 I SEE TAE, o 8100 PVC
BY NSTALLER INSTALLATION ANCHOR--
INSIDE AND OUT _ SEE TABLE 1 MIN.EMBEDMENT I SINGLE HUNG
SEALANT BEHIND --� SEE TABLE 1 IMPACT
�
FLANGE BY INSTALLER 114'MAX.SHIM
al
- - - ............/ PERIMETER SEALANT o o a
!
P �1 BY INSTALLER
PERIMETER SEALANT, o o l m Ltoo INSIDE AND OUT
i BY INSTALLER
j INSIDE AND OUT .INSTALLA710N ANCHOR 1' !,L W I
m w p }
SEALANT BEHIND SEE TABLE 1 w F- Q [D
INSTALLATION.ANCHOR----------- -------
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
.
- FIN BY INSTALLER. 0 v a
B HORIZONTAL SECTION I C + HORIZONTAL'SECTION' u LL j Q I IO
9
...............' 1 6 TYPICAL FIN ANCHORAGE a ' V !—
�6 TYPICAL JAMB'ANCHORAGE / o o m.' s)
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N LLir: I Zi W
I 0 CC
a a s
w W;W oc
r r;r O
--1/4'MAX.SHIM W
SEALANT BEHIND
i FLANGE BY INSTALLER �• - 0o
U mi¢ OI
PERIMETER
SEALANT MIN.EMBEDMENT - *pi1DR !i,V "k,
BY
INSIDE AND OUT SEE TABLE 1 ,`���p,S..
....,.
Ngo
I No 58201 �A
SUBSTRATE BY OTHERS---
SEE TABLE i `MIN'.EDGE DIST.
SEE TABLE 1
��� STATE, OF ;'W'
�p1 'SECTION I
..... ._...._.. .......--
6 i-TYPICAL SILL ANCHORAGE O R 1QP Q\'r��,
/0h7Al �P�
ar� u
�ec>I
i z
0
TABLE 1:APPROVED INSTALLATION FASTENERS (
FRAME TYPE SUBSTR ATE TYPE ANCHOR TYPE MIN.,EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1-1/2" 1-1/8" - _ FL PE#58201
PERIMETER SEALANT •---'— 1239 JABARA AVE.
j FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116".CRM TAPCON 1" 2" BY INSTALLER `—� NORTH PORT,FL 34288
INSIDE OUT
i FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" gyp, HORIZONTAL SECTION PH.941-380-1574
j FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16:ELCO ULTRACON 1.1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION:
3116"ITW TAP,CONHEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 7/8" INSTALLATION DETAILS
j FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]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
I/8..ALUM. 6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E A FILLET,F LL PERIMETER,
CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DW0W ar G.:
FLANGE ( ,7/16• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
TcTcr—
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
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