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)pmval Menu>Product or Application Search>Application List>Application Detail
FL# FL4091-R7
Application Type Revisio •
Code Version 2014 ��� �®
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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
6 Validation Checklist-Hardcopy Received
Certificate of Independence FL4091 R7 COI EvalReD CWS-154E(SH-8100, NI).ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-05 2005
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQWtDquz931`/o2b4g5 fa... 2/4/2016
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Sum of Products
/ FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Use Installation Instructions
Approved for use in HVHZ:No R-4091. R7 11 CWS 1.54E(SH-8100 Nl).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76".Glass complies FL4091 R7 AE Eva IRe)1 CWS 154E SH-8100 NILPdf
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 11 CWS-4858(SH-8100, 52x71,NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x FL4091 R7 AE EvalRep CWS-485B(SH-8100, 52x71.
71",see installation dwgs.for DP.Glass complies with ASTM NI),.pdF
E1300-04. FL4091 R7 AE Ouanex(Mikron)NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill,Non-
Impact.
on-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-442B(SH-8100,74x63.ContHdSl,
Approved for use outside HVHZ:Yes NI .)dF
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 72 7/8"x 61 Evaluation Reports
3/411,DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AE EvalRep CWS-4428(SH-8100, 74x63,
04. ContHdSl,NI).pdf
Created by Independent Third Party: Yes
4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont. Head&Sill,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-4928(SH-8100, 74x72.ContHdSl,
Approved for use outside HVHZ:Yes Nl). df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party: Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP.Glass complies with FL4091 R7 AE EvalRep CWS-492B(SH•-8100, 74x72,
ASTM E1300-04. ContHdSl,NI).pdf
Created by Independent Third Party:Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-293C(SH-8100, 52x96,NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel. Glass complies FL4091 R7 AE EvalRep CWS-293C(SH-8100, 52x96,
with ASTM E1300-04. NI). df
Created by Independent Third Party: Yes
E1 N..I
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5 fa... 2/4/2016
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ����®�•
(SHOWN w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT WINDOW SYSTEMS _
54318" EDITION. 1900 SW 44TH AVE.
MAX OVERALL j 543/8" WWW.CWSCCA34474
FLANGE WIDTH I MAXOVERALL 2.GLAZING OPTIONS:(SEE SHEET 2)
- 53 1/8" FLANGE WIDTH j
MAX.UNIT WIDTH-yI 53 118 3.CONFIGURATIONS:"O/X". 8100 PVC
GLASS DLO j MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2):
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
_
GLASS DLO GLASS TABLES ASTM E-1300-04. NONIMPACT
.......
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
77 1/4„ -- - F33
INFILTRATION TEST PRESSURE AND GLASS TABLES
MAX. ASTM E-1300.04. 0_4:�OVERALLI 16" 69 1;2" IISS MAX !�FLANGE O I OVERALL 33 5?16" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED i !o (-
HEIGHT FLANGE GLASS p
Z5" B B O IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
MAX. _� HEIGHT DLO DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
UNIT _--- 68 1/4" ANCHOR CALCULATIONS. ( o w o or
IT
B T MAX _.�. w ¢ I- ¢ 4 m
6 I UNIT —T 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
36 11/16" HEIGHT o m z
MAX. V 1 ( 333'8 303/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL Q LL Y 0
SASH x I ` 6- GLASS MAX V 267 HEIGHT I /p\DLO SASH /X /� GLASS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT LL o Z!m
t—� 1 HEIGHT �iLJ� G, — I x ui a ¢(LL Z Lu
L �6 USED AT FIXED MEETING RAIL AND JAMB. w
-I_ ¢ w ¢ a�¢ p �
A i C B.SERIES/MODEL DESIGNATION SH-8100. i I o ¢ o o o a
U
as 5 16" — 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: c a Lu!a U
465.!16" 0 0 0 0�0
GLASS DLO GLASS DLO X=OPERABLE SASH,0=FIXED SASH a a n o a Lu
> > > ¢!� o
EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL w 0 O
ELEVATIONS IN A SIMILAR LOCATION. I I z
54 /8" —� 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. ,,aaa0� DREWrT11 te,
MAXOV
` P''r�0 E MS fi.• r���
FLANGE WIDTH �`G
MAX.UNIT WIDTH v tNo 582U1 N G
�---
4815116" :*' # :*=
GLASS DLO pro: •;may
LucasTurner �9 STATE OF
63 5/16" —( %�0*. P ,•�4C!`�
OMAX
VERALLF 133 I/16" 2015-04-03 ''•,�,S..O
FLANGE O GLASS 09:55-04:00 ,��+rygNnnpNa
HEIGHT DLO y
621/16" _1
UNI 4/3/2015
UNIT 24" � --- ---
HEIGHT MAX 2011/16"
�/ I LUCAS A.TURNER,P.E.
SASH t x GLASS FL PE#58201
-_- HEIGHT U DLO 1239 JABARA AVE.
J_ NORTHPORT,FL 34288
_ 465/16"
PH.941-380-1574
GLASS DLO -- -
SHEET DESCfiIPTION:
60/40 SPLIT ORIEL GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWNBYOAfE:
GENERAL NOTES&ELEVATIONS.....1 EQUAL 53-1/8"x 76" NONE BAT 04/29/08
DPCHARTS&GLAZING FRAME........3 SEE COMPARATIVE ANALYSIS DWG C: REV.:
SECTION VIEWS. ALT,FRAME......... 5 HI ORIEL 53-1/8"x68-1/4" NONE CWS-154 E
EXTRUSIONS&B.O.M.........................4 CHART, SHEET 2
ANCHOR SCHEDULE&NOTES..........5 60/40 ORIEL 53-1/8"x 62-1/16" NONE SCALE: SHEET
INSTALLATION DETAILS.....................6
1:33.33 1 OF 6
Design Pressures(PSF)with Glass Types A,B,C,or D
Unit Sash Unit Widths(in.) ��®90•
Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 1 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
1900S35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 OCALA,A44TH AVE.
CAFLORIDA 34474
39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 W W W.CWS.cC
41 1/2 20 +50/-75 +50/-75 +50/-7S +50/-75 +50/-7S +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1 -- -
43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 8100 PVC
47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 SINGLE HUNG
51 1/2. 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6 NON-IMPACT
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 m N N m i o II-
63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8 ! 0 0 o a o <
65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 i wow ww i Lu r
67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 w < I- < < m
71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/ 51.5 o o N z
m '- m CD O
74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 LL < LL >
2 c a C) �
76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 v Q N a m z w
¢ ¢ a ¢ O w
a 0 a
O W V W Q
< Q < W I<
7/8"OVERALL ---- 7/8"OVERALL 718"OVERALLi 7/8"OVERALL i a �a a < a w
> > >
---1/8"ANNEALED - -- 3116"ANNEALED -1/8"TEMPERED 3/16"TEMPERED i w o U m ¢ O
��...._.._._ Imo_.._..-- I
L- - 1/2"AIRSPACE Z
--5/8"AIR SPACE -1/2"AIRSPACE ��{{ -SIB"AIH SPACE !,ry
-1/8"ANNEALED I - --3/16"ANNEALED - I -1/8"TEMPERED - 3/16"TEMPERED �.,.y PtvDREW`r�,,'i
SIKAFLEX 552 OR 46 SIKAFLEX552OR 46)SIKAFLEX552OR J�• No 58241 '•;nom:
461
SIKAFLEX 552 OR ;J PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H"
PURFECT GLAZE"H" / !
*• * ;*�
T T 3v': STATE OF
1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE i/2"GLASS BITE ■O
4/3/2015 _..
O
0 LUCAS A.TURNER,P.E.
FL PE#58201
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
_SHffr DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
DRAWNBY: DATE:
BAT 04/29/08
DWG#: REV.:
NOTE: CWS-154 E
SCALE: SHEET
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6
WINDOW®rE�
INTERIOR WIN®�W SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
� � WWW.CWS.CG
45 l 9 54 1 33S)'111 ::3: 24, -45) -- ----
1 8100 PVC
U v 76 0 o SINGLE HUNG
NON-IMPACT
O 4� I tf7 N � c0 a0
1 I N N �i0 <
33 / ' Ill LLI
14 3 1I5 53 17 65 66 63. 19 04 I W Q F Q Q m
11
SECTION B-B z1n
O
�I
U U Z
co
t53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, I m < m J p
RIGHT SIDE SHOWS SASH SECTION VIEW.
LL ¢iU
N N Q I m Z >
Lu
W U W M W
a ¢ a 2 a H
i o a
14 o Wv
�' I ¢ ¢ ¢ j.
40 j I a a a c< w
71 - w o U m ¢ O
lr __....._..34i INTERIOR Z
0111113111"1
CREW ,G�G
62 81
� ti�JV�•
56201 ;9
29
O: :2:
'9: STATE OF
66 fis
62
J `afi 4/3/2015
to 103, [� LUCAS A.TURNER,P.E.
2 '(3:3) Q FL PE#58201
1239 JABARA AVE.
CJO \' 45 NO PH.941-380-1574 RTH PORT,FL 288
SECTION C-C SHEET DESCRIPTION:
ALTERNATE FIN FRAME
SECTION VIEWS
SECTION A-A
DRAWN BY: DATE:
BAT 04/29/08
DWG d: REV.:
CWS-154 E
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20.23,25-26,31.36,37.44,51-52,55-56.64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER �//7�v�}
REM PART# O1ytS
DESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION a�J om
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl i— 69 1 15/16"--{ 23i16" WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl �I 1900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl a OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyltp WWW.CWS.CC
5 H-1836 Meet.Rail,Fxd. Keymark Alum
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 39116" 1/16 L�� 1/161' 1116"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum O U CORNER WELD 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl (ALL SIDES) SINGLE HUNG
12 1 H-6004 ISash Side/Top/Bot.Rail Mikron Vinyl PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1:8
13 1 S-1498 lReinf.S.B.R./S.S.R Keymark Alum 1" H-6028 H-6027 NON-IMPACT
14 S-6064 Glz.Bd.,7/8",Fxd.,Hodz. Mikron Vinyl
15 S-6064 Glz.Bd.,7/8",Fxd.,Vert. Mikron Vinyl PVC FRAME FIN m N o a
16 S-6064 Glz.Bd.,7/8",Sash,Horiz. Mikron Vinyl H-6026 °° N N ° o
17 S-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl 3 i n o o a ¢
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl r--1 1/2"- o 0 0
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl - 31/9" 1 3/16"- I o w o o r
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl I - 1 r_1 J w ¢ F a ¢ m
24 P-2190 Balance BSI N
t� FIXED MEETING RAIL oNz25 P-3059 Sash Cam,PVC BSI Plastic SCREWED TOGETHER WITH i 0 Z2 17a" 1;16" im Q m y1 5/9" OUTERFRAME <26 P-3046 Take Out Clip BSI SS q t:a z
21 1ns" o F o z m
27 P-3783 Lock,Impact,PVC Interlock - 1/1s" N w N a w z w
1/16" ¢ m O
28 P-4069 Keeper,Impact,PVC Interlock Zamac w w a w
30 P-4479 Weep Cover w/Flap Geer Plastic - 1/a" I o 0 0 o a
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab L0 PVC SASH SIDE RAIL FIXED MTG.RAIL w w L) F ¢
< v
33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gra Ultrafab
y H-6004 H-1836 < 0 < w PVC FRAME FLANGE > > > < o
34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6031
35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab w o U m!¢ O
36 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab z
37 P-4638 #8 x 2-1/2 PH Mod.Truss Type A,Tek 2 Ajax Steel 1 1/8"_.. 1 1?e" i fi-020
38 P-3768 #8 x 0.625 Ph PH SMS Hub Cit Steel 5/16" 1/2" .0" P>,QREW y rye,
39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel __�- :P , .CEN.. G����
City \_9l 18 13!16" ��V �. R /♦.
40 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,W ht Hub City Steel ` L 1/16, -� j—_ _ No 58201 �15
44 P-3342 Seam Sealer,SM-5504 Schnee 1/16" 1;I6" '*:
45 P-3752 Cap Plug,1/2"Hole M&M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP .� `
46 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel S-6014 S-6013 S-6029 0;.. STATE OF 'U`
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber ti
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 1
5/8" 31q"—
53 Glass,Fixed(See Sheet 3) 31161, 1/4
54 Glass,Sash(See Sheet 3) B L 13
55 P-3281 Spacer(see sheet 3) Duraseal 1' T 7 4/3/2015
1116" SS LUCAS A.TURNER,P.E.
56 P-3281 Spacer(see sheet 3) Duraseal J— L_ 15
62 P-3218 Screen Frame,Horiz. Allmetal Alum REINF.SBR/SSR 17
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.SASH MTG.RAIL FL PE#58201
H-1497 S-1498 PVC GLAZING BEAD 1239 JABARA AVE.
64 P-3321 Screen Frame Corner Key Allmetal Plastic S-6064 NORTH PORT,FL 34288
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass PH.941-380-1574
66 P-3228 Screen Spline,.155 Dia.,Bilk. Dapa Vinyl ---
67 P-3029 Screen Pull Tab Summit Alum 112" _ 9!16" SHEET DESCRIP ION:
68 1 P-3033 Screen Spring,SS Fl.Screen SS 316"� r3" 5% BOM AND EXTRUSIONS
69 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron Vinyl s
70 P-3113 Screw Su ort for PVC T.Plastics Nylon p 1 5116" --
PP v rO - 1116„ DRAWN BY: OATS:
71 5-6063 Fixed Rail Cover Mikron Vinyl SCREW SUPPORT BAT 04/29/08
P-3113 u: REV.:
PVC FIXED RAIL COVER CWS-154 E
1LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 SCALE:
6-7,11,21-23,29,31,41-43,47,49-50,57-61 SHEET
1:8 40F6
WINDOW sysrEMs
1900 SW 44TH AVE.
14"MAX.O.C.(TYR) 4"MAX.(TYP)--------- � IT
8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) 4"MAX.(TYP.) W W W.CWS.CC
—SEE NOTE 2 SEE NOTE 2
6"MAX.(TYP.) 1.. ----- —
11 8100 PVC
�I L SINGLE HUNG
I 6.. i
MAX D.C. NON-IMPACT
O (TYP.) O
E
MAX.O.C.
m cu w li: w
(TYP.)
ANCHORS STTYP. (ION o N N to 0
THRU FRAME ANCHOR — ih o o c� n
-�- MEETING RAIL AT FIXED MEETING RAIL Y w LL w w
J CENTERLINE (TYP.) I ¢ w- ¢ ¢ m
w F
a"(TYP) I f Z �, U)
O U Z
LL <
x m
4"(TYP)= V /� I O
.s o < U fn
INSTALLATION o F N z m >
ANCHORS TYP. _ ¢ w a ¢ w
cc
0 m
U
_---_ < w Q W Q U
O p 0 0 0
ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) > j ¢ o
O
U "1 Z
W
i
`+%��y�Pt`1DREW
VP: ENS�•.;Qti�i
J No 58201
.�
NOTES: '�O�F,��O R tOp,:��,�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 6. 4/3/2015
LUCAS A'TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION. 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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN eY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY TIME ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a:
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-154 E
FMAiAAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) SCALE SHEET
1.25 5 OF 6
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 —SUBSTRATE
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAXc
SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE - 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
�►" SEE TABLE 1 www. FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 -- S1 OO PVC
BY INSTALLER INSTALLATION ANCHOR {
INSIDE AND OUT / SEE TABLE t SINGLE HUNG
SEALANT BEHIND O MIN.EMBEDMENT
FLANGE BY INSTALLER J 1/4"MAX.SHIM SEE TABLE 1 NON-IMPACT
N `�',c�!w1 !o
m N cOh W
-PERIMETER SEALANT i NBY INSTALLER
METER SEAIANT INSIDE AND OSTALLER
E AND OUT -—INSTALLATION ANCHORYwwwANT BEHIND SEE TABLE 1 ( j w ¢ H ¢ w m
INSTALLATION ANCHOR --- FLANGE BY INSTALLER SEALANT BEHIND co
SEE TABLE 1 FIN BY INSTALLER I C) o U I Z
(t!7Z.A
:AECTION HORIZONTAL SECTIONO
6 / TYPICAL FIN ANCHORAGE ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w $ ¢ m Z W
w U W d W cc
a ¢ a pla a
O ❑ UI❑
1/4"MAX.SHIM a_ aia_ o a N
SEALANT BEHIND w
FLANGE BY INSTALLER E= - = o
I W O
I '
PERIMETER SEALANT MIN.EMBEDMENT ��`��10REty
BY INSTALLER SEE TABLE 1 �� P•,.•••. r(���
INSIDE AND OUT `GP�?•�tCEfYS�;.,�Q' �,
No 58201 '•
SUBSTRATE BY OTHERS-Z
SEE TABLE 1 MIN.EDGE DIST. -
SEE TABLE 1 r •��
q1 VERTICAL SECTION :,'� ••`�TATE Op
FP TYPICAL SILL ANCHORAGE ����FS•:O R 14.•'�j?���
TABLE I:APPROVED INSTALLATION FASTENERS _ 42015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT--- 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" \_6 / BOX FRAME INSTALLATION SHEET oEscRfvTloN: --
3,116"ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD 7116„ UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: NAT 04/29/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG»: RFV.:
Ire"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-1 54 E
118"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) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scale: SHEET
1:2 6OF6
Florida Building Code Online rage i o1.s
HOtiL ih2'pd((�)Pnl SCIS Horne Log In ; User Registration HotTOPICS Submit Surcharge i Stats&Fads ' Publications ' FBC Staff E BCIS Site Map ; Links { Search {
3usines
) 1i
ProfessiTt IQProduct Approval
.USER:Public User
Regulation
ei111l�!>' Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL409�1-R7�
Application Type Revisio
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 ]ay 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 FL4091 R7 COI EvalReo CWS-154E(SH-8100 NI)Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
http://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 2/4/2016
Florida Building Code Online Fage L or s
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Sum of Products
FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 1I CWS-154E(SH-8100,NI).adf
Approved foruse outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76".Glass complies FL4091 R7 AE EvalRep CWS-154E(SH-8100. NI).odf
with ASTM E1300-04. Created by Independent Third Party:Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 II CWS-4858(SH-8100.52x71.NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x FL4091 R7 AE EvalReo CWS-4858(SH-8100.52x71.
71",see installation dwgs.for DP.Glass complies with ASTM NI). dF
E1300-04. FL4091 R7 AE OUanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill,Non-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-4426(SH-8100,74x63.ContHdSl,
Approved for use outside HVHZ:Yes NI). df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:'SH-8100 Cont.Hd.&Sill,Max,size 72 7/8"x 61 Evaluation Reports
3/4",DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AE EvalReo CWS-4428(SH-8100, 74x63,
04. ContHdSl,NI).odf
Created by Independent Third Party:Yes
4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont.Head&Sill,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-492B(SH-8100,74x72.ContHdSl.
Approved for use outside HVHZ:Yes NI .)df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP.Glass complies with FL4091 R7 AE EvalReo CWS-4928(SH-8100.7402,
ASTM E1300-04, ContHdSl,NI).odf
Created by Independent Third Party:Yes
4091.5. SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet.Rail
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-293C(SH-8100. 52x96.NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass complies FL4091 R7 AE EvalReo CWS-293C(SH-8100,52x96,
with ASTM E1300-04. NI). df
Created by Independent Third Party:Yes
Bade E-1
Contact Us::1940 North Monroe Street,Tallahassee FL 37399 Phone:850-487-1824
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 2/4/2016
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
(SHOWN w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
WINDOW SYSTEMS
543/8" EDITION. 1900 SW;44TH AVE.
MAX OVER -J OCALA,FLORIDA 34474
FLANGE WIDTH MAX OVERALL —� 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.C1NS.CC
53 1/8" --1 FLANGE WIDTH
MAX.UNIT WIDTH I 3.CONFIGURATIONS:"0/X". i
531/8' "100 PVC
GLASS DLO MAX.UNIT WIDTH I 4.DESIGN PRESSURE RATING(SEE SHEET 2):
FFF--, A 48 15/16" GLASS TABLESIASTM ED1300-04.D ON,TESTED PRESSURE AND SINGLE HUNG
GLASS DLO NO'N-IMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
7�t14" -- - T INFILTRATION TEST PRESSURE AND GLASS TABLES
MAX. 6g 1T 2 ASTM E-1300-04. i ;m a m m
OVERALL I I 335116" o 0
FLANGE I GLASS OVERALL 33 5116" 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED i m a m a Fw
HEIGHT B O B DLO FLANGE Q GLASS
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
MAX. HEIGHT DLO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD [ w LL w w
UNIT T� 68 1/4" ANCHOR CALCULATIONS. 2 ❑ w ❑ ❑ }
HEIGHT i B - ,w ¢ I- ¢ ¢ m
6 HNIT
EIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z m
3611/16" O 3338" 3o3r16' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
X 1 0
MAX �[ 26 7/6" i ILL 6 LL }I O
SASH
I D DOSS SASH /� '` OGLOSS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I c LL c m
6 HEIGHT �,LJ? USED AT FIXED MEETING RAIL AND JAMB. . w N a u Z i j
C ¢ rtd ¢ Occ
/A A C 8.SERIES/MODEL DESIGNATION SH-8100, o Q o p I o a
U
LLI
6 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: c w ¢ w ¢ U
46 5/16" ❑ o ❑ ❑ ca m
46 5116"
GLASS DLO GLASS DLO X=OPERABLE SASH,0=FIXED SASH ( a a a ❑ a w
> > > a ❑
EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL I w ❑ v m ¢ O
--{ ELEVATIONS IN A SIMILAR LOCATION. Z
MAX 54 3/8"OVERALL I 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4'FROM BOTH ENDS. ,,,`�y�Pti`1DR✓; �G4,�,
FLANGE WIDTH ���VP.•vtGpHS�•%53 1/8"
`P.L�,�
MAX.UNIT WIDTH I v:• No 58201 ,L15 G
i
4815116"
GLASS DLO _ ( '"OS •��y
r - - LucasTurner "-�' 5TA7E OF
635/16' �i�0����,
MAXOVERAL , 2015-04-03 .,�5-.;,oR.°••o`,�
FLANGE L Q ' GLASS 09:55-04:00 �''os;oNA;�►:+`��
HEIGHT OLD ,
621/16" X�
MAX 4/3/2015
UNIT T_
HEIGHT MAX120 11/16"
LUCAS I GLASS ,S A.TURNER,P.E.
SASH X FL PE#58201
HEIGHT Q DLO 12:19 JABARA AVE.
NORTH PORT,FL 34288
465116' — PH.941-380-1574
GLASS DLO
SHEET DESCRIPTION:
60/40 SPLIT ORIEL GENERAL NOTES AND
F,-LEVATIONS
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING oma;- 0-AT97-
GENERAL NOTES&ELEVATIONS.....1 EQUAL 53-1/8"x 76" NONE BP,T 04/29/08
DP CHARTS&GLAZING FDETAILRAME........3 SEE COMPARATIVE ANALYSIS
DWG#: I
SECTION VIEWS&ALT.FRAME......... 5 HI ORIEL 53-1/8"x 68-1/4" NONE CWS-154 E
EXTRUSIONS&B.O.M.........................4 CHART, SHEET 2
ANCHOR SCHEDULE NOTES..........5 60/40 ORIEL 53-1/8"x 62-1/16" NONE
SCALE: I SHEET
INSTALLATION DETAILS.....................6 1:33;33 1 OF 6
i
j
k
• i
I
f
Design Pressures(PSF)with Glass Types A,B,C,or D
Unit Sash Unit Widths in.) Lla(S{�a)(G®uuly�
Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75, +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50?-75 +50/-75 +50/-75 +50/-75 +50/-75 W W W.cvls.CC
41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1
43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 6.100 PVC
47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 SINGLE HUNG
51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6 NON-IM PACT
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 n a ao cD
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57
F-
63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50,/-64.6 +50/-57.3 +50/-54.8 o a o 0
65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 Y w LL w w ..
67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53
w ¢ F ¢ ¢ In
71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 j o z
74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 LL a m >
Ln
76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6, +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 N N �d LL z >
w w
a
a ¢ a D a a cc
W, w w,o w OC
7/8"OVERALL -7/8"OVERALL 718"OVERALL I 718"OVERALL ! 'a i a o a w
7 > 7 d O
-118"ANNEALED ff-3116"ANNEALEDF-1/8"TEMPERED --I -3116"TEMPEREDi 4„ p U m Q Z
518"AIR SPACE 1/2"AIRSPACE -5/8"AIRSPACE i 112"AIRSPACE `pfy`1y�y�
ORE 1y ,'
1/8"ANNEALED 3116"ANNEALED 1/8"TEMPERED 3116"TEMPERED ,o%%%+,"�1 �•",•":jG���
SIKAFLEX 552 OR C SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR :V -S!'%
q81 46 PURFECT GLAZE"H" 46 PURFECT GLAZE"H" q6 PURFECT GLAZE"H" v No 58201
PURFECT GLAZE"H"
112"GLASS BITE 1/2"GLASS BITE 112"GLASS BITE 1/2"GLASS SITE 'per% �TAT4 OF :��`
zz
4/3/2015
0 00
LUCA.°�A.TURNER,P.E.
-� O
FL PE#58201
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 1238 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
ORAVWN 6Y DATE
BAT 04/29/08
D Wr.C: R 5 V.:
NOTE: CWS-154 E
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET
1:1 2OF6
I
r
INTERIOR WIMD®W SYSYEMS I�/I
1900 SW 44TH AVE.
OCALA,F ORIDA 34474
45 3 54 1 3 1 3 3�2 24 (45' WWW.CN'IS.CC
t
8,100 PVC
Q D SINi.aLE HUNG
NON-IMPACT
O ' @ r N r o 0
33 Y w u- w w
3 1 .53 �6 666319 4 W Qlw- QQca
SECTION S-B
53 oo w� z
NOTE:LEFT SIDESHOWS FIXED SECTION VIEW, a ua >' O
RIGHT SIDE SHOWS SASH SECTION VIEW. N2 F N LL z
W w Q a 0 0 0
W a g (L 1-
14 39 CL
w w V w a:
4D o o 0 o N
8 1 clw
5 34 INTERIOR IWIC) U m ¢ z
9
a&
62 J C'�?.
i�
e
609- too
46
34 48
18 11 13 p i 4/3/2015
33 LUCAS A.TURNER,P.E.
2 Q FL PE#58201
1239 JABARA AVE.
30 �-
� a5 NO PH 941-380-15740BB
Q SECTION C-C SHEET DESCRIPTION:
ALTERNATE FIN FRAME i
SECTION A-A SECTION VIEWS
DR�A J B: DATE:
BAT 04/29/08
DWG#: i REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-1154 E
20,23,25-26,31,36,37.44,51-52,55-56,64,67-68 SCALE: i SHEET
—------ — — -- 1:2 3 OF 6
i
i.
PARTS LIST FRAME CORNER
REM I PART IDESCRIPTION VENDOR MATERIAL 3118"— CONSTRUCTION fl T//](\� /Jnj�lYf)'L/af/Q
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl l 1 15/16" VcxYd)1(YuvuuLv
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Micron Vinyl ss ( —'23116 WICd®®tJV SYSYEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl T— 1900 SW'44TH AVE.
e OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl Q 10 WWW.CV(/S.CC
5 H-1836 Meet.Rall,Fxd. Keymark Alum tns^ 1518"
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 3 9116" L 1/16"
9 H-1497 Re)nf.Sash Meet.Rail Keymark Alum 1111 } 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash'Side/Top/Bot.Rail Mikron Vinyl I PVC SASH BTM.RAIL PVC SASH MTG.RAIL i;g
13 S-1498 Reinf.S.B.R./S.S.R ' Keymark Alum �1'" H-6028 H-6027 NON-IMPACT
14 8-6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron Vinyl
15 S-6064 Glz.Bd.,718",Fxd.,Vert. Mikron Vinyl PVC FRAME FIN I U) a c mo
16 S-6064 Giz.Bd.,7/8",Sash,Horiz. Mikron Vinyl H-6026 m N is f- ui
17 8-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl 3 I m o o d
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl j--1 112^ o o ❑
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl 31/8"� 1 3116" � p w o o r
20 S-6029 Sash Stop J Filler,PVC,Vert. Mikron Vinyl 1 5 w ¢ r ¢ ¢ m
FIXED 24 P-2190 Balance BSI I 2 1 I SCREWEDnTOGETHER WITH U EETING RAIL o c7 Z
25 P-3059 Sash Cam,PVC BSI Plastic 32 1;g 1116" I m m m O
26 P-3046 Take Out Clip BSI SS q 1518" nQ OUTERBRAME v U o f
27 P-3783 Lock,Impact,PVC Interlock z 1t11s 1/1s^ 0 t/t6" I ¢ N jd M z w
28 P-4069 Keeper,Impact,PVC Interlock 7amac o I ,�,� w a w O OC
I+1l8" I a w a 0 a-
30 P-4479 Weep Coyer w/Flap Geer Plastic i fl ¢ ❑ 0 o a_
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray UltrafabL Q PVC SASH SIDE RAIL FIXED MTG.RAIL w �+ o m
33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6004 H-1836 0 0 0 0 o m
PVC FRAME FLANGE a a a o a w
34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6031 ¢ D ❑
35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab w ❑ v m'¢ 0
36 P-3429 Wstp.,0.270 z.187 back FinSeal,Gray Ultrafab z
37 P-4638 #8 x 2-1/2 PH Mod.Truss Type A,Tek 2 Ajax Steel t 118 1 116"
13
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5/is" 112^ 0 ;9 Itt;1DRBby
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel jj� 19 ,.11tCEMs'•• P ��
13/16" V 6 S,7i
40 P-4264 #8 x 3/4 FH PH w!#6 Head,TEK,Wht Hub City Steel 1f16,. 18 �_ :J;' t�4
44 P-3342 Seam Sealer,SM-5504 Schnee `-1116" 1116"
�r No 58201
45 P-3752 Cap Plug,1/2"Hole M&M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP # ,a
46 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel S-6014 S-6013 S-6029 S9 nTAT6 OF .W
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe I Rubber51 ,O •<tI.
52 P-36183 CWS Lbl.(logo)(NFRC/DP) Pro Label —�--i 314" r',,��5`d70NAt-�.4\,`
53 Glass,Fixed(See Sheet 3) 518 I ftU+u++��� `
54 Glass,Sash(See Sheet 3) I 3/16" 1/4" !
55 P-3281 Spacer(see sheet 3) Duraseal 1" 9T 13 14 I{ ZZ
56 P-3281 Spacer(see sheet 3) Duraseal L T1/18/16 7/' 16 k 4/3/2015
62 P-3218 Screen Frame,Horiz. Allmetal Alum REINF.SBR/SSR 1 LUCA�A.TURNER,P.E.
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.SASH MTG.RAIL F�PE#58201
64 P-3321 Screen Frame Comer Key Allmetal Plastic
H-1497 S-1498 PVC GLAZING BEAD 123 JABARA AVE.
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass S-6064 NORT i PORT,FL 34288
941-380-1574
66 P-3228 Screen Spline,.155 Dia.,Blk. Dopa Vinyl _ PH�_ _
67 P-3029 Screen Pull Tab Summit Alum 1/2"- 9/16" SHEET DES PTIbN:
68 P-3033 Screen Spring,SS Fl.Screen SS 3116' 3,__ 51 BOM A
69 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron Vinyl j -VD EXTRUSIONS
70 P-3113 Screw Support for PVC T.Plastics Nylon 1 5l1
O 0
71 S-6063 Fixed Rail Co%er Mikron SCREW SUPPORT BAT Vinyl � 1116" DRAW BAT' OAf E:
04/29/08
P-3113 DWG 4: R .:
PVC FIXED RAIL COVER CWS-154 E
1LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 SCALE:
6-7,11,21-23,29,31,41-43,47,49-50,57-611 SHEET
1:8 40F6
i
1
WINDOW SYSYE4HS
1900 SW 44TH AVE.
ta"MAX.O.C.(TYP.) 4"MAX:(TYP)-•I 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.)�-{ I SEE NOTE 2 4"MAX.(TYP.) I SEE NOTE 2 W W W.CV/S.CC
FT
6"MAX.(TYP.) I
i &100 PVC
SINGLE HUNG
I 6" NON-IMPACT
I I MAX
(TVP.)
I � I 0 I oo
MAX.O.C.
(TYP.) I INSTALLATION c� °D o ~
THRU FRAME ANCHOR ANCHORS TYP. 0 0 o a o O
- - MEETING RAIL AT FIXED MEETING RAIL
T I i CENTERLINE (TYP,) w Q F ❑
G w¢ m
❑ w ❑ r
4"(TYP) ' Z w
m F m p
4"(TYP)__j X
I I INSTALLATION 'o o j
ANCHORS TYP. .w w a w
1 4 o ¢ o 0
F w �" o w U
¢ < ¢ w ¢ m
ANCHOR LAYOUT-(FIN) > j m ¢ m o
ANCHOR LAYOUT-I FLANGE)
w ❑ V m ¢ Z
y;CiQ°;.��c
i v: Mo 58201 "Pt
+•oi .ltd
IP: STATS
NOTES: '�'����• < OP•er
�icciS•.,a R;,. Q��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. +CjAtell `
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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 6. 4/3/2015
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 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, 34288
PH.941-380-1-1574
SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL. j 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-
B.
AiB.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0: 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-t154 E
FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMAIAAMAANDMA 300(EXTERIOR DOORS) ISCALE: ; SHEET
1.25 50F6
r
i
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
BY OTHERS WINWtV SYSTEMS Its/t
MIN.EDGE DIST. llV*MAX SHIM SEE TABLE I MIN.EDGE DIST, SUBSTRATE
SEE TABLE 1 f SEE TABLE I BY OTHERS 1900 SW"44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/,Vl MAX. wWw.ClqS.CC
SEE TABLE I MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE I SEE TABLE 1
8
15.100 PVC
BY INSTALLER ANC
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE i MIN.EMBEDMENT SINGLE HUNG
FLANGE BY INSTALLER1/4"MAX.SHIM SEE TABLE I NqN-IMPACT
0
Yoo
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT 'y I uj LL w w
t INSTALLATION ANCHOR 2 0 th a o
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE I w < F- < < CO
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND (f)
FIN BY INSTALLER 0 o 0 Ln z
QB HORIZONTAL SECTION rr,`�\ HORIZONTAL SECTION m P: CO.
TYPICAL
M 0
6 TYPICAL EJAMB ANCHORAGE S TYPICAL FIN ANCHORAGE cl)
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
>
w
rf 0
O
ul tu uj
M C3
yj uj cr
14'MAX.SHIM <
(n
SEALANT BEHIND in "
a- a cl ui
FLANGE BY INSTALLER C7
I
w ❑ fJm ¢ 0
Z
PERIMETER SEALANT MIN.EMBEDMENT trot rr
BYINSTALLER TABLAre
INSIDE AND OUT SEE E I t#�t��DIREW No
...........
JV
SUBSTRATE BY OTHERS N- 58201
SEE TABLE I MIN,EDGE DIST.
SEE TABLE I :ct.-
A VERTICAL SECTION S 13 15TATE OF ,40
6 TYPICAL SILL ANCHORAGE 00
4
TABLE 1:APPROVED INSTALLATION FASTENERS U 4/3/2015
FRAME TYPE SUBSTRATE TYPE
ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/81, FL PE ff 58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) W16"ITW TAPCON PERIMETER SEALANT------' 1239 JASARA AVE.
2" BY INSTALLER NOR�
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1. INSIDE AND OUT H PORT,FL 34288
1) 1 HORIZONTAL SECTIONPHI.941-380-1574_
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2-1/2" k'6') 8 S ET DESCRIPTION- —
OX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 318" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
-W- —.15A
FLANGE 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 Hcun KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: Us N IF;'"- Tf.—
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16* BAT 04/29/08
18"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING FULL THREAD MIN.1/4!'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -oWD.# ' Ev.:
FLANGE
;/B"STEEL(33 KSI MIN.) DRILUNG SCREW THRUO.12611 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, R
CWS7154 E
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55)
1#10 WOOD SCREW 1-1112" 1/2- SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
-- — 1:2 60F6