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Bv:.ronn wni�l,am Order #: 381092
WINDOW SYSTEMS
1900 S.W.44th Avenue.Ocala,FL 34474
Ph:352-368-6922 Fax:352-368-2928 Attention:johnMusotlalum.com
Order Date: 10/22/2015
■ e , ■ CuSI POn:McGlothin S 15-216
k a. a Ship Date:l 1/9/2015
SHIP TO
Py Route:FtPrc-
4801 SOUTH US 1 4801 SOUTH USI 0 Job Name:email
FT PIERCE,FL 34982 FT PIERCE.FL 34982
Ph:772 466-0913 Fax:772 466-1074 Ph:772 466-0913 Fax 772 466-1074 Order Cust No:.S01J700-P3190
Item No.4 Qty: 1 ......_. __._` - ---
i
Model:620-XX(22) Color: WHITE
Desc:620 Series New Construction Horizontal Slider.-XX DP:+50/-50,[FLANGE], Dimensions -
Fi -
[AUTO-LOCK].WHITE FRAME,20 X 20 Screen(Dense Mesh)
LOW E 366/OBSCURE,Insulated,FLANGE DLO:35 3/4 x 24 3/4
EXTRUDED Full Screen TIP:37 x 26
SCREEN ACTUAL:35 314 x 24 3/4
AAMA Std.Gold Labeling I
I
FPA#17355.3 �� -
DOES NOT MEET EGRESS,
r
Item No.5 Qty:2 I I
Model:BAY MULL KIT Color: WHITE _
Desc:BAY MULL KIT.3 INCH,VERTICAL(PVC Windows),'NOTE,CUSTOM DP. Dimensions
VALID FOR THIS LINE CNL Y.',WHITE FRAME, H=as 112
tali
Item No.6 Qty:2
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[CAM-LOCK],WHITE Dimensions
FRAME. 18 x16 Screen
LOW E 366, Insulated,FLANGE TIP:18 518 x 50 314
Lul
EXTRUDED Half Screen ACTUAL:17 3/8 x 49112 A,,
SCREEN
AAMA Std.Gold Labeling IF
,j -----{
FPA#17234.1 _•
DOES NOT MEET EGRESS, ® � —
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Item No.7 Qty:1
I
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],(CAM-LOCK],WHITE Dimensions !
FRAME,18 x16 Screen
LOW E 366,Insulated,FLANGE TIP:35 718 x'50 3/4
EXTRUDED Half Screen ACTUAL:34 518 x 49 vz
SCREEN
AAMA Std.Gold Labeling
FPA#17234.1 x —=--
DOES NOT MEET EGRESS, "~"
Page 2 of 3
10/2211511:41:29AM
B
L'Ustom
WINDOW SYSTEMS Byi JohnWhigha'n Order#: 381092
1900 S.W.44th Avenue.Ocala,FL 34474
Ph:352-368-6922 Fax:352-368-2928 Attention:john•(rsotlalwn.COm
Order Date: 10/22/1015
Cust POP:McGlothin S 15-216
... A,i
Ship Date: 11/9/2015
SHIP TO
Route:FtPrc-
4801 SOUTH US 1 4801 SOUTH US I
Job Name:email
FT PIERCE,FL 34982 FT PIERCE.FL 34982
Ph:772 466-0913 Fax:772 466-1074 Ph.772 466-0913 Fax:772 466-1074 Order Cust No.SOU700-P3190
Item No. 1 Qty:2
Model:610-SH(25) Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[CAM-LOCK].WHITE Dimensions
FRAME, 18 x16 Screen
LOW E 366, Insulated.FLANGE
TIP:37 x s3
EXTRUDED Half Screen _ 8
ACTUAL:35 314 x 61 314
SCREEN {
AAMA Std.Gold Labeling
FPA#17234.1
DOES NOT MEET EGRESS.
Item No.2 Qty:1
Model:620-XX 4040 Color: WHITE
Desc:620 Series New Construction Horizontal Slider-XX DP:+50/-50,[FLANGE], Dimensions
[AUTO-LOCK.],WHITE FRAME.20 X 20 Screen(Dense Mesh)
LOW.E 366,Insulated.FLANGE
DLO:72 3/4 x 49 112
EXTRUDED Full Screen TIP:74 x503/4 —
SCREEN ACTUAL:72 314 x 49 112
AAMA Std.Gold Labeling
FPA#17355.3 �v
Clr.Opng.MEETS EGRESS,
Item No.3 Qty:1
Model:620-XX(34) Color: WHITE
Desc:620 Series New Construction Horizontal Slider=XX DP:+50/-50,[FLANGE], Dimensions
[AUTO-LOCK].WHITE FRAME,20 X 20 Screen(Dense Mesh)
LOW E 366.Insulated,FLANGE
DLO:51 7/8 x 49 3/8 .I
EXTRUDED Full Screen TIP:53 118 x 50 5/8 _-
SCREEN ACTUAL:51 718 x 49 3/8
AAMA Std.Gold Labeling
FPA#17355.3
Clr.Opng.MEETS EGRESS,
y,K{m.,
10/22/1511:41:29AM Page 1 of 3
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Professi na 1 �z�I�'z � USER: PublicProduct User
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II `' Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL17234-R1
Application Type Revision
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/Em-ail 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 Wi doves
Subcategory Single Hung
Compliance Method Evaluation Report from a Floris
Professional Engineer
!s/ Evaluation Report ' Hardcc
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
�. Validation Checklist - Hard
Certificate of Independence FL17234..__R1._._COI EvalRe.p.._CW
Referenced Standard and Year (of Standard) Standard
AA M A/W D M A/CSA/101/I.S.2/j
ASTM E1300-04
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/12/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/22/2015
Summary of Products
FL # Model, Number or Name Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl SinglE
Limits of Use Installation Instr
Approved for use in HVHZ: No FL17234 R1 II C1
Approved for use outside HVHZ: Yes Verified By: Lucas
Impact Resistant: No Created by Indepe
Design Pressure: +50/-50 Evaluation Repori
Other: SH-610, Max. size 53 1/8" x 76", Fin, Flange, DP FL17234 R1 AE E
+50/-50 PSF. Glass complies with ASTM E1300-04. Created by Indepe
Back; Next
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Product Approval Accepts:
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GENERAL NOTES: (owg
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SINGLE H U NG - NQN-I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
i
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VNlPdi?OVY SY5TEs9S
( EDITION. 1900 SW 44TH AVE.
I
I OCALA.FLORIDA 34474
2,GLAZING OPTIONS:(SEE SHEET 2) W W W.CWS.CC
I . # ,......_.................„___.._...._...........I..........
.......
____ I 38 ua" 3.CONFIGURATIONS:"O/X"
tI- FLANGE WIDTH 610 PVC
- i I 4.DESIGN PRESSURE RATING(SEE SHEET 2):
- FLANGE WIDTH f 37^ --• -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
54 8" ,
SS T
MAX UNIT WIDTH I MAX UNIT W I071'I GLASS TABLES ASTM E-1300-04. NON-IMPACT"
-POSITIVE S L BASED ON,TESTED PRESSURE,WATER
�— 49 1116" t--- 32 15/16" INFILTRATION EST PRESSURE AND GLASS TABLES
GLASS DLO GLASS DLO j "_T.._ 1...
ASTM E-1300-04. ; -_.._ .._...
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__..__....._..._.._...._.._...._.. A L.......__._._.-_..._._._ __....................... 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED I ¢"
IN THE DESIGN OF THIS PRC7DUCT.5EE SHEET 6 Fi)R ANCHpR °'
1 #
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DETAILS. W INDLOAD DURATION FACTOR Cd--1.6 WAS USED FOR
I i _._.'__._..._
WOOD ANCHOR CALCULATIONS, ( ! I
w _ED
# 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE ) -
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, i z I
3a 511 G° 77114" 345116' ! Of
j 77114^ B GLASS DLO FLANGE "� GLASS DLO 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM # 1
FLANGE B HEIGHT o
HEIGHT i SEALANT USED AT FIXED MEETING RAIL AND JAMB. w
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i 8.SERIES/MODEL DESIGNATION SH-610. a Tuj Fr
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/ tUNIT -'- 9•THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a c7
HEAX
IGHT �8 J -r MAX X=OPERABLE SASH,O=FIXED SASH a_w
76'
UNIT
HF.GH7 10-SECTION CALLOUTS APPLY TO ALL ELEVATIONS W A SIMILAR O
I i C ( LOCATION. `t z
_..1--_..;........_......__...,..._..... ......
!
371/4" X C, 34 5'16" 371/4" 34 5116" 11,EXTERNAL WEEP SLOT=114 x 1-112"LOCATED 5"FROM BOTH
j MAX - \;/GLASS DLO MAX GLASS DLO ENDS, J4r. I.
SASH \J\VJJ r SASH j h�+:Gp.�.-*\GEIvj*-.�P'e, I
HEIGHT #`
I HEIGHT .fit.` No 5$201 •'A
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Lucas A.Turner i *: -itz
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2015-04-03 1 SV STATE
.—.� E 1
16:41-04:00
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�._...._....__. 4730 7/8^ ..........__ I rq laNA- �`��
GLASS DLO I i GLASS DLO ( yRut
....____.___. 4915!16" —..______:.... .._ 3313116„ ..._..-"•! /"�
MAX.SASH WIDTH MAX.SASH WIDTH 4/3/2015
y I LUCAS A.TURNER,P.E.
FL PE#58201
F j 1239 ABARA AVE.
11( NORTH PORT,FL 34288
j PH.941-380-1574
I �SHGET�ESCRIPTION:�" ��
GENERAL NOTES AND
ELEVATIONS
'DRAWN BY: DATE:
TABLE OF CONTENTS MAX. UNIT EXTERNAL
DESIGN PRESSURE RATING IMPACT RATING ADE 08/09/14
IGENERAL NOTES&ELEVATIONS .1 SIZE REINFORCEMENT owG.s._. _.__REV.:
E DP CHARTS&GLAZ!'JG DETAIL _2 .-
SECTION VIEWS.,.........................•......3 37"x 76"` i NONE SEE COMPARATIVE ANALYSIS NONE CWS-935 A
EXTRUSIONS&B.O.M_.........._..........A ....... ......i
ANCHOR SCHEDULE&NOTES..........5 53-1/8"x 76" 2011 CHART, SHEET NONE SHEET....
1:
INSTALLATION DETA!L....................._6 1 OF 6
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_._...---..._.__..-.,..__.........._._._.__.............._.__.__.._......__._.._._......-............. ............. .._........_..-_-.....;,,__..._..__._._.__-.___............___.._..._..__..___.......__.._......._.__.___.........._.__.....__._._..........__..__.._..-._.__,..._....__...._._._............__._..__.__.._._.,...._ _..._ -..._..__....___..._..___...._.._.�.___ ..... ...__.._.__..._.._._._..__...._...._....__......
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Design Pressures(OSF)with Glass Type j(A313,C,or D
Unit Sash - f Unit Widths(in.)
-a- 43 WINDOW SYSTEMS
Heights(in.) Heights(in.) 03 1/2) 27 1/2 29 1/2 31 1/2 n, Sj 1/2,s 3=4 1/2 41 /2 1/2 47 1/2 51 1/2 53 1/8
1900 SW 44TH AVE.
3 L 17 +501-75 +50/-75 +50/-75 +50/-75 _90-
S 1/ + /-75 , +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 OCALA.FLORIDA 34474
39 1/2 19 _+50/-75 +50/-75 +SO/-75 +50/-75 j +5b/-75 1 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 www.cws.cc
41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 j +5b/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501/-75 +50/-73.1 ..........
43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +5b/-75 +50/-75 +50/-75 +W-75 +50/-75 +50/-73.4 +50/-70.6 610 PVC
47 1/2 23 50/-75 +50/-75 +50/-75 i +SQLL5 +50/-75 +50/-75 +50/-75 +50/m75 1 +50/-68.9 +50/-66.2 SINGLE HUNG
�1/2 25 +50/-75 +50/-75 +50/-75 t,T5b/-70 +50/-75 +50/-75 +50/-75 +50/-72.7 1 +50/-65.2 +50/.62.6 NON-IMPACT
53 1/2 26 ++50/-75 +50/-75 +50/-75 -;75p-/-75 +50/-75 +50/-75 +50/-7S +50/-71 +50/-63.6 +50/-61
55 1/2 27 +50/-'75 .60/45 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62m1 +50/-59.5
59_.1/2 29 +50/-75 �50/45 +50/-75. +50/-75 1 +5b/-7S +501-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57
63 31 +50/-75 +50/-72.9 +50/-72 +50/-71.61 +S4/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8
1/7 0
65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 cl)
+50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 C, -
67 1/2 33 +50/-69.8 +50/-65.6 +50/-54.4 +50/.63.71 +50//-63.4! +50/-63.4 1 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 i
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71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-573 1 +50/-S6.5 +So/-56.5 +50/-56.5 +50/-56.5 1 +50/-56.5 1 +50/-53.9 +50/-51.5
+50/-55.6 +50/-S4.1 +50/-53 +50/-Slm7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4
so/ , +50-51M8 0 z
74 3, 1 0
76 37 q/4 +50/-52.5 +50/-S4.1 +50/-52.6 +50/-51 5 1 +50/-S0m2, +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 U)
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No 58201
S KAFLEX 552 08 SIKAFLEX 552 OR S KAFLEX552 08
A61PILIRFECT GLAZE"Fr 64'6� SII<AFLEX 552 OR PURFECT GLAZE-H- PLRrECT GLAZE'H" cr
PURFECT GLAZE"H"
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SIB"GLASS SITE 5!8-GLASS BITE
518-GLASS BITE
5,18'GLASS BITE
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4/3/2015
LUCAS A.TURNER,P.E.
FL PE it 56201
1239 JABARA AVE.
NORTH PORT,FL 288
Phi.941-380-134574
GLASS TYPE B! GLASS TYPE C GLASS TYPED DESIGN PRESSURE
CHART AND GLAZING
DETAILS
D R!CW_N EfY DATE:
ADE 08/09/14
A
NOTE:
CW i-
rsucr-9 SHEEf__
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, I 1:1 20F6
.......... .............. ............................................................. .................... .............................. .......... ........... ............. ...........- ------
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1rdiF#O�..tt1+Sv5'f�i�eS J
` 1 9 _)1131 f 2} 1906 SW 44TH AVE.
2
�3 .. I OCALA.FLORIDA 34474
WWW.CWS.CC
C= B L3J I 610 PVC
SINGLE HUNG
NON-IMPACT
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RIGHT SIDE SHOWS SASH SECTION VIEW.
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'NO EXTERNAL REINFORCEMENT ti v;` No 58201
ON 37"UNIT WIDTHS AND UNDER. i #
:"A•• STATE OF :4Q
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$ LUCAS A.TURNER,P.E.
O FL PE iF 58201
1239 JABARA AVE,G� NORTH PORT,FL 34288
PH.941-380-1574
a I SECTION VIEWS
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SECTION C-C IMAM BY: DATE:
TE FIN FRAME
ALTERNATE SECTION R-A ADE 08/09/14
CWS-935 A
-SHEET ._
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 j JI 1:2 3 OF 6
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ITEM PART DESCRIPTION MATERIAL VENDOR !! FRAME CORNER CONSTRUCTION
RFRAME PVC ATN
2 H-6125 JAMBS,OUEERFRAME PVC ATN ! ...._._.._....__.37nG ....__..............-i) ..._...._............._._31/2"._.........._...__..y V- (SC�tsWSYSTUL4•��
, _.....___..__.._._.___._...._____.........___-_ ttM'IPdi3O4i1T SYSTEMS
3 H-6126 SILL OUTERFRAME PVC ATN -
4 H-6132 SASH SIDE RAIL PVC ATN ( ( --f3 OCA A. 44TH AVE.
OCAIA,FLORIDA 84474
n y www.cws.cc
5 H•6136 SASH BOTTOM RAIL � PVC ATN � , � I I -'-�7.��".J ( ❑
E..........._.-... ...................................:..................
6 H-6137 FIXED MEETING RAIL. PVC ATN � ... 1/16 I 1/16°
7 H-6138 SASH TOP RAIL PVC ATN
k14
5.6141 GLAZING BEAD PVC ATN 3911 6 3 7rg I CORNER WELD{Atl SIDES) i 6-1 a PVC
5-6142 SASH STOP: PVC ATN G a SINGLE HUNG
5.6143 SCREEN ADAPTOR PVC ATN o NON-IMPACT
P-5085 WSTP QLONBULB VINYL AMESBURY D
P-5086 WSTP QLON BULB VINYL AMESBURY
BALANCERS'-CONSTANT FORCE RT CALDWELLP-5392 SASH TILTLATCH NYLON CALDWELL .FRAME HEAD&JAMB_FI-6125 w
FRAME SILL H.6126 j r
15 1 P-5393 PIVOTCARRLER NYLON CALDWELL
16 P-5396 PIVOT BAR SS CALDWELL r t
17 P-3515 #8 x 5/8 PHIL FIAT WHITE SMS STEEL FASTfNAL ;5/16.-- 3/4" —� --- FIXED MEETING RAIL W m
5/16"............ ..1 3/$^.._ �{'
18 P-4146#8 X 3 4 PHIIFAT tek STEEL FASTENAL ! gl ((-+ __( _ I _�� SCREWED TOGETHER WITH --- -- --- --
T_..__.... 8) �.1 I __ .»_ 10 ..__... _._ ....... ...�
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE r 91 58, , OUTERFRAME I - m O
15n G1 .4J4" '- 1..._.....„. --{..-ill 6" 1:8 u.
20 5-2001 INTERLOCK RAIL ALUM ASCEND
21 S•2006 REINF SASH SIDE RAIL HD ALUM ASCEND "" '- 074" ! zr rn
22 5.2007 IREINF,BOTTOM RAIL ALUM ASCEND GLAZING BEAD-5-6141 SASH STOP_5-613$ SCREEN ADAPTORS-6143 O LU
23 5-200$I REINF FMR ALUM ASCEND1-
24 5.2009 REINF TOP RAIL ALUM ASCEND I ( w cc
25 5-2011 REINF EXTERNAL ALUM ASCEND _„_ 17n6"- -111:16"-- I I q
[-..17III"._� ....._, 2118"..__. W
26 P-5388 LOCKS NYLON LAWRENCE a { 6� .5.._....� ( j = LU
27 P-S389KEEPERS _ NYLON LAWRENCE '17116"i -- ;4� i /5t I .___.
28 P-4779 WEEP COVER NYLON M&M ! I_._..........._.._..1__..._............. ...4 O
29 P-5397 FMR ENDCF.P NYLON M&M ' 1 7?16" t 718' i 7116" _ 1.16
.�__! - 1176" I ..---.... 1116" — ---
.. ....-1116'
30 P-5400 COVER,FMR REINF. PVC TEAM PLASTICS _ -t.._.._.._. t ``,�SIPNORELHlr ,�`'
31
HOT,
SILICONE TRUSEAL
32 P-3305 WSTP._270 X 187 SOFTTOUCH FIN ULTRAFAB SIDE RAIL H-6132 SASH BTM RAIL-H-6136 SASH FMR_H-6137 SASH TOP RAIL-H-6138 .+�'�•"��GE
33 P-5425 WSTP.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB w: No 513201
34 P-5390 HOLE PLUG NYLON i *• * •i'fc'C
35 GLASS SEE SHEET 2 15116"�; -•ct ;It
36 P-4638 #8X2-12PHI LTRUSS tek STEEL FASTENAL tan 6"� 9/16" 4 I g?76' 13/16"- `53•, STATE OF • 4'
37 P-3218 SCREEN FRAME ALUM FLA SCREEN s .....� ,-- - .. 3 _...F� - 1 .......__t pt .'•�'�F''FC Cl A Lp1','•(j\' �+
36 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 16" Jl}�,l.J,{�'"�' �' S•'"•••••""••TL
39 P-322$SCREEN SPLINE DAPA j � '� t�.�1ltG^ to
40
Ii1G" 1116" lq/1fopri
40 P-3029 SCREEN LIFTS SUMMIT
41 P-3033 SCREEN SPRINGS FLASCRE£N ; REINF.BTM RAILS-2007 REINF.FMR-5-2008 REINF.TOP RAIL-._5-2009
413/2015
r13/16"! LUCAS A.TURNER,P.E.
1317 ..._. 9/1G"-.4 I v 3.!8 _.ir�__......'1.$ i
—(2015 FL PE A58201
I— tlt6" 718 ! 1 JABARA AVE.
� 1.........., f � NORTHTHPORT,FL 34288
r OJ0 �2tr PH.94' 5574
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INTERLOCK-S-2001
REINF.SSR I ID S-2006 REINF.EXTERNAL-S-2011 ISN[ETDC$CRIp710Mt
BOM AND EXTRUSIONS
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rDRAWNV: DATE:E 08/09/14.........._...__.____......._...REV.:-935 A- SHEET
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6"MAX,(TYP.)-» MIDPOINT -4"'MAX.(tYP• (i"MAX. T
...»..... fRIL'� iW SYS'Y'Ers
... I 1-.,;j ..... .B"MAX.O.C.(TYP.) (TYP-). _.._ .
1w"MAX.(TYP:) 4"MAX.(TYP.)- .� -SEG NOTE 2 6"MAX.(TYP.) —SEE NOTE 2
SEE NOTE 2 r
j 1 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.GC
/ I
MAX,O.C. 610 PVC
14 1!2"
O (TVP.) O 14,!z 1'- O SINGLE HUNG
MAX.O.C. E MAX.P.O.C. NON-IMPACT
(TYP.)
(� INSTALLATIONt INSTALLATION j I
C ANCHORS(TYP.11 ANCHORS(TYP.) FW
3-(TYP.) 3"(TYP.)__
3'(TYP.)—J ' 3"(1"YP.)__»,
� O.....
- INSTALLATION i w
.....ANCHORS(TYP.) �........i.,,__.__t.._._�.__.....,..—._ ._.....W
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BZW
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FW} =�FIITTA
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NGEj W Rpa.OVER 37'UNIT WIDTH ALL SIZES(NO SILL ANCHORS REQUIRED) E01
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�v. No 58201
�"• STATE OF :7
NOTES: ';ate'
i 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD, ;OfVAot �G,<<A`
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 1,116"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. ! 41312015
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CSORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
FL PE Jt 58201
BE PROTECTED TO PREVENT REACTION, 1 1239 JABARA AVE.
NORTH PORT,FL 34288
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
W D ESN !INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET G. i
SHC[T DESCRIPTION;
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND ALL R I IUCCO. FOR CONCRETEtCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE•1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
i 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: �!
S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND(AADS TO THE STRUCTURE. ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN4N TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9•SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW 5-935 A
ScCW ...__._._..---.._.........
.
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA!WDMA 250(130X WINDOWS),FMA/AAMA!WDMA 300(EXTERIOR DOORS) I SHEET
1:25
50F8
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... - t MIN.EMBEDMENT •...........-................_. .._..._SUBSTRATE ��JCSISdV(L® •
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TYPICAL'HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
ESEE TABLE 1 WIN0,0W SYSTEMS
1�-- MIN.EDGE DIST. 1/4"MAX.SHIM------- MIN.EDGE DIST. -{ --SUBSTRATE
I SFE TABLE 1 i "'—"`I-1 SEE TABLE 1
I II = I BY OTHERS 1900 SW 44TH AVE.
t SEE TABLE 1 OCAL.A,FLORIDA 34474
SUBSTRATE S-� I -- ---- WWW.CWS.CC
TABLE ..._...._..__.._._...._.._............._............�_ I .; MIN.EDGE DIST.
SEE TABLE 1
I .......__......_....._........._.._._.__................_._._.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM
MIN.EMBEDMENT 6� PVC
PERIMETER ALL SEALANTL-- ( SEE TABLE 1 ', INSTALLATION ANCHOR-- —— --
� BY INSTALLER _ BEETABLEI � SINGLE HUNG
INSIDE AND OUT � _ � I I 0
SEALANT BEHIND --� T MIN.EMBEDMENT
SEE TABLE t
I FLANGE BY INSTALLER L �� a �❑ i NON-IMPACT
1!4"MAX.SHIM
- -
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�__ `----PERIMETER SEALANT
I ---PERIMETER SEALANT BY INSTALLER m Q
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BY
INSTALLER L�==o INSIDE AND OUT
' INSIDE AND OUT I L...----INSTALLATION ANCHOR
----_-------.._SEALANT BEHIND SEE TABLE..1 w m
=SECTION
NSTALLER ---- SEALANT BEHINDINSTALLATION ANCH03---------------------.- FIN BY INSTALLER
SEETABLEt BZ
�C�� HORIZONTAL SECTION mO`� TYPICAL FIN ANCHORAGE e
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
_ W
i — CONTINUOUS DBL 114"BEAD OF SEALANT i
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AROUND PERIMETER @ ALL INDICATED j w d
I, I POINTS BETWEEN FRAME AND SUBSTRATE j ❑ -
I BYINSTALLER 1 W cr
SEALANT BEHIND -- —1/4"MAX.SH0•d- I Q I Zo
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I FLANGE BY INSTALLER p ........._.__l. ..._:........................................
` 1aDREw rT rr��r
0 U111a UIr�
PERIMETER SEALANT------ I �`p�?: GENS' & ry' '
IN INSTALLER / I 3 vC:• No 58201..•'y��
INSIDE AND OUT
SUBSTRATE BY OTHERS o -
=* * *_
SEE TABLET �q\ VERTICAL SECTION
-+---- ._--- ''A t STATE OF .4V
TYPICAL SILL ANCHORAGE
I NO SILL ANCHORS REQUIRED �0�•'FCD�'\� '
.�rtcss'O R 1,��Cj`�.
El
TABLE 1:APPROVED INSTALLATION FASTENERS 4/3/2015
EKNETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EM_EFDMENT MIN.ED E DIST. Q LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fM/TAPCO 1" 1-1i8
FL PE 1F 58201
1 I'ERIME'I'ER 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
3,1G"ITW TAPCON / PH.941-380-1574
i D _HORIZONTAL SECTION
......................................_...._..._.__..._.._...._.._....._.._ _
ORELCOULTRACOtJIJ 1114 21/2" f Sf{F-.ETDE3CRIPTION:
FLANGE GROUT-FILLED CMU ASTM C-90) 3/1G"EL('O ULTRACQ \, BOX FRAME INS'I'ALI_A'fION
SIMILAR FOFi SILL AND JAMBS FUl3 BOX INSIALLAI'ION
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) 1-3/8" 7/8" INSTALLATION DETAILS i
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW � 1-318" 7i8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX ORTrW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (DRAWN BY:
FLANGE DATE:(33 KSI YIELD MIN) TEKS SELF-D!iILLINC�i SCREW THRU 0.060" 7/16" ADE 08/09/14MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED tiwG a: ----' f FV-" ---
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD
FLANGE 7116:: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW ! 7HRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -935 A
SCALE:
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW � 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
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