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Regulation
?Wuct Aoruaual Menu>Product or Aoniication Swrch>Aiielication tSst>Applkation DeW
FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archlved 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 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/Ercall 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
566 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
0 Validation Checklist-Hardcopy Received
Certificate of Independence H 16177 R1 COI Evallkeo CWS-1312@(SH-D.1(30.IMP NoSillArrch)odf
Referenced Standard and Year(of Standard) ," A Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
a
t
http://www.floTidabuilding.org/pr/piapp dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... b/24/2015
_ 1,
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Surninary of Products
Q * Model,Number or Name Description
FL
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B(SH-8100.IMP,NoSillAnch)Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistarltl Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other.SH-8100 PVC Impact,no sill anchors required. FL16177 Ri AE DuPont PVB NOA 13-0129 27 odf
Safety glazing required on outer lite above 30 ft.in HVHZ, FL16177 RI AE EvalRep CWS-812B.(SH 8100.IMP.
Glass complies to ASTM E1300-04. No IIIAndt).Odf
FL16177 Ri AE Ouanex(Mikron)NOA 12-1017 02 pdf
Created by Independent Third Party:Yes
Back Mex
contact Ifs::1940 North Monnol Street,Tauaha5sae FL 37399 Picone:650-07-111M
The Stets of Florida Is an AA/EEO employer.copyright 2007.2013 Gate of Florida.::Privacy Stabenyentn Accessndery Stieeln�n Refund statement
Under Florida law,emall addresses are publicrecords.If you do not want your e-mall address released In response to a public-reams request,do not send
electronic mall to thrs entlty.Instead,contact the office by phone or ty traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Flmida Statutes,effective October 1,2812,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one,The ernalls 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 emall address which can be made available to the public.Tb determine If you are a licensee under
Chapter 455,F,S.,please click h=.
Product Approval Accepts:
M F07 E9
aeCUrlt�SI,YRh"5
http://www.floridabuilding.org/pr/pi_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015
} URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44t Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the So'
Edition(2014)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-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/1.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-
812B
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 Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
1 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5h Ed.(2014)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.
gOREW 104
fid+t
,;�;• No 58201
y 4/18/2015
Lucas A. Turner,P.E.
l9;. STATQ� �� FL PE#58201
r*5'�• '0 a tI •'�+ �� Lucas A. Turner
.,
2015-04-18
22:20-04:00
RAL
SINGLE HUNG - LARGE MISSILE IMPACT 1.T EHE PRODUPRODUCT:
i.THE SHOWN HEREIN IS DESIGNED AND MANUFACTURES EM9
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 1998 PER THE FBC. W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8'MAX OVERALL FLANGE WIDTH 8100 PVC
517r8'MAX UNIT WIDTH 3.CONFIGURATIONS;"O/X'. SINGLE HUNG
[F-:�-4711116'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASF ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,� a
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
63' _ __ _ S.ANCHORAGE:THE 331!346 STRESS INCREASE HAS NOT BEEN USED
MAX, IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y F
FFLANGE I I DETAILS .WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD m
HEIGHT ANCHOR CALCULATIONS. N
B O 1 B 26 13/16' S.PRODUCTAPPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE
GLNOT REQUIRED. rn
fcc
II 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ ��" O W
MAX4, I I USED AT FIXED MEETING RAIL AND JAMB. a a
0
HEIGHT &SERIES/MODEL DESIGNATION SH•8100. n
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
i I X=OPERABLE SASH,O-FIXED SASH
MAXzi
. ,�7!B" m d O
30 3118" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SASH GLASS LOCATION, +++pfluu8148
HEIGHT )( bL0 rQ i$DREiV 7!r*,
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ��� •��GE Ng�G�Qy����
No 58201 ;7'
I I 0
U
Lucas A. Ora
_- SID- STATE OF r cv
Turner A - -- - 2015-04-11 01
'i��y�`ps[O A 1d qN A, t
6 A 15:15-04:00 ��q
451116"
GLASS DLO z�
48 316" 4/1112015
MAX SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE 9 58201
1239 JABARA AVE.
NORTH PORT,FL$4288
PH.941-380-1574
SHEET DIESMIPTM:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWNW. DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE
GLAZING DETAIL................................2 BAT 06/18/12
SECTION VIEWS.................................3 MAj7/8x
IT SIZE RATING IMPACT RATING � A
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES....,....5 51- 61-3/4" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS........._.........6 SHEET
1.15
1 OF 6
VVIMWWM7EMS0
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.Cc
810D PVC
SINGLE HUNG
IMPACT
718'OVERALL INSULATED GLASS Wir OVERALL INSULATED GLASS
—iff ANNEALED OR TEMPERED ilEr ANNEALED OR TEMPERED co
—7/16"AIRSPACE 7118'AIRSPACE 0
S2
—5118"LAMINATED GLASS 5/16"LAMINATED GLASS a ;k I
ANNEALED 0 CC
—Ur ANNEALED
PVS INTERLAYER BY DUPONT
.080'PVS WTERLAYER BY DUPONT z
ti 1 9
0
US'ANNEALED I H 1--l/w ANNEALED Lu C3
DURASEAL HY TRUSEAL DURASEAL BY'TRUISEAL
GLAZE
z
PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECT GtLAZE"H"OR SIKAFLEX 562 co 0 L
3 T
gOWDREW 90
IW GLASS SITE IW GLASS SITE
td 1 GEN
Me, 58201
z.
STATE OF BUZ
AL
Won.
SASH UTE 411112015
FIXED LITE
LUCAS A.TURNER,P.E.
FL PE*5=1
1239 JABAIRA AVE.
NORTH PORT,FL 34288
PH.0411-380-1574
WCCT—D—EW--R—lP—T6V—
GLAZING DETAILS
DRAWN BY: WE.—
SAT 06/18112
Dwao: R .:
CWS-812 8
SHEET
tci 20FO
1NTFA10R wi�SY3TE�ir�S tt�-�
1900 SW 44TH AVE.
OCALA,FiORIDA34474
wW W.CwS.CC
t 91 �a
— _ 8100 PVC
SINGLE HUNG
IMPACT
3 1 1 1 4 w Ctl m
SECTION B-B z
NOTE:LEFT SIDE SHOWS FI)(FDD SECTION VIEW, N �
RIGHT SIDE SHOWS SASH SECTION VIEW.
w O W
a
14 9 0 U
o
� cc w0
1 WTERIOfl m d Z
9 +++pfmrH►y
.++�inREw T►.,t
v,• we 58201
L*J yr =*
!MIA;L STATE OF j&-
1 to �'•..�E`S ay0 R�O F���'�`"
4.
iij►*Shy,�A'+�+*+�
4/2015
18 —6 LUCAS A.TURNER,P.E.
2 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL34288
PH.941-380-1574
SHEET DESCFdPTAAV.
SECTION A-A SECTION VIEWS
BAT 06/18/12
Dwo A:
NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS-B12 B
20,25-26,36-37,44,51-52,55-56,64.67-68 SHEET
12 3OF6
PARIS LISP FRAME CORNER
REM PART DFSCRIPRON VENDOR MATERIAL 3118" CONSTRUCTION
1 H-6031 Main Fr.,SH,w/Fig.,PVC Head Mikron Vinyl VV1NDVW STSTEMS
2 H-6031 Main Fr.,SH,w/Fl .,PVC,SIII Mikran VI I 115119, z3H6•
3 H�031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mdtron Vinyl 1 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,wRg.,PVC,R.Jb. MGaon Vinyl 2 OCALA,FLORIDA 34474
6 5-1577 Impact Keymark Alumfth -fF=01= 3 1 e WWW.CWS.CC
8 H-6027 Sash Moat.Rad,PVC Mixon Vinyl 211/16' 4 16118" 15ie"
9 •1497 Sash Sash to Meat.Rall Keymmk Alum d 1/18" 111E• 1118 CORNER WELD 8100 PVC
10 6028 Sash Bottom Rall,AVC Micron Vinyl (ALL 61bE3(
12 H-6004 Sash Sldelro Bot.Reil Mivon Vinyl 1:8 SINGLE HUNG
13 5-1494 Ralnf.S.B.R.' PVC FRAME FLANGE-6WI PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-6027
14 56064 Gz.Bd.,7/8' Mlkran Viny
18 5.6013 Scm.Ad ., i ,PVC,Hord. n Vinyl
1D N_
19 5.6014 Scm.Adt.,PVC,VeR, Mivon Vinyl
20 S-6029 Sash Stop/Filler,PVC,Ven. Mikron VinylFw-
23 H-1699 Reinforcement,SBR :01 13
Keymark Alum 718• 1 y1� 5 8 0
24 P-2190 Balance BSI
25 F-30-59S Sash Cam,PVC BSI Plastica
28 P-M46 Take Out ClipBSI 53 15/x• 2118• vis' FIXED MEETING RAIL
27 P-3M Lock,Impact,
m t,PVC Interlock SCREWED TOGETHER WITH N Z
28 -4069 Keeper,Impact,PVC Interlock 7amac q 1118" OUTERFRAME LL O_
Weep REINF.,IMPACT HOOK-1112 1�
30 P3215 Wee Cover w/Fl Gaer Plastic >>
32 P-3429 ;MLO 0270 x.187 back RnSeai,Gray Uliretab PVC SASH SIOERAIL-8004 FIXED RAIL-1836 W.
2 O W
37 P-0636 #8 x 2-1/2 PH Mod ss,Type A,TFJC 2 Fastenal Steel a f
38 P3768 #8 x 0.625 Ph PHS S Hub C Steel 1 SItB'
c o
39 P-4051 W R8 x 1.250 Ph FH TEK,Wht. Hub C!ty Steel 1!2^ 1 11/p8_� ells t 1/8• a a c
40 P-4264W
-Mg 98 Sex Sal PH w/#6 Head,TEK, Hub City Steel r''16"'j t S
44 P�34Z Seem Sealer,SM5504 Schnee 7/87
45 P-3752 Ca Plug,112"Hole MSM Nylon v16 116• oar I—vier z
47 P-Ma Slkedml 552 ar IS Glaze'H• Silm/Henkel
48 P-M Set.Blk.,a5 bur.,1/6•x 518•x 2'Lg. F.Loma Rubber11111111111��
51 P-3881 TempolaryLbl.(NFRC!pP PVCSASH STOP-e� PVC SCREEN CATCH-6013 PVCFOtEDRAIL COVER-6063 PVC SCREEN�IPPORT-601a ,,1131 DREW ++,,
52 P-3613 CWS Lbl. ogo Pro Label ENg�ti��Qy+++
53 Sash SEESHEET2 GLASS 314" 3/4• t/a• F. _ Ne 58201 INE
54 Fix SFS SHEET2 GLASS 3/14° � I t *t
56 P-32b1 Spacer Duraetet �LS�2J"-lJ 15x78' 1116° !• 1116, 7 s9; STAT2 OF 1114
62 P3218 Screen Fmme, riz. Allmetal Alum L— -f_.
63 P-3218 Benson Frame,Vert. Allmetal Alum 1176'
Zdri:a ��•
64 P-3321 Screen Frame Comer Key Allmetel plash REINF.S.B.R./S.S.R.-1498 REIN. BTM RAIL-1689 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6088 +�F�q'•i a Rip';x-
65 P-3581 Screen Cloth,__1_8x 16 Fibo lass BEMO.e Fiberglass p
+�+ig�ONA4 %%%
x/111111111
66 P-3228 Screen 6plirle .155 Dia.,Blk. papa 111 1 ��
67 P-Mg Screen Pull Tab 6ummit Alum
68 P-3033 Screen Spring,SS Fl.Screen SS 4111/2016
70 p-M I3 Screw SuI1poA far PVC T.Plastics N Ion LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark ANm 0 3118• FL PE 9 58201
72 S 6063 Cover,Fixed Rall Mlkron Vinyl p 1239 JABARA AVE-
73 S-1112 Reinforcement,Impact Hook Keymalk Alum NORTH PORT,FL 34288
74 1 P•3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
15118" 1�' SHEET DESCRIPTION:
LINE ITEMS NOT USED: FI�—s 3118^
5,7,11,l5-17.21-22,29.31,33-35,41-43.48,49-50,55,57-51,69 6 I I---3- -{ BOM AND EXTRUSIONS
7B• toe• �O
SCREW SUPPORT-3113
IMPACT HOOK BAT 06/18/12
5-1577a ..
CWS 812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TS UNLESS OTHERWISE NOTED. SHEET
1:2 40F6
G'MAX.(1YP•) f-n•MAX D.C.CM.) WINDOW slrsrEMs
S"MAX(fYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
1 I
r– SEE NOTE 2
1D 8100 PVC
1/T 1 1
MAX O.C.
(TYP1.ISINGLE HUNG
O
INSTALLATION IMPACT
ANCHOR CrYP.)
1 I 2 N_
1 I � �
1ao
4'(TYPJ
_J"�— LLLLWJI 0] 07
I 1
10 Ur X O Z
MAX O.C. m 0 R
(7YP•) a ;
I C U
w
W
7 Q �
4'(TYP.)
4^(TyP•) NO ANCHORS REQUIRED IN SILL �aaaaaanp�gq�'
oz
rµDRE4y T 4i
• ;-
ANCHOR LAYOUT-( N Ef ��S'�P:4�LENSF,.Q�i+'
of '
NOTES: S9 STATE OF Fhl�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL y4�i�`by{w R:
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 DENS[TY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. .�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT 814ALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 7
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.
BE PROTECTED TO PREVENT REACTION.
FL P E#56201
1239 JABARA AVE-
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34266
SPECIFIED IN TABLE 1,SHEET 6.
PH.841-380-1574
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. DESCR .
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HANCHOR SCHEDULE ANDOLLOW CMU REQUIRE THE USE OF 1 X 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 eY;
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 00/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. war ..
CWS-812 B
S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: LE.
FZMA/AAMA1001FINWINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAMIDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) SHEET
1:15 SOPS
R
TYPICAL HEAD ANCHORAGE
MM.EMBEDMENT 11VINDOW SYSTEMS L�\]�✓(�/JAI
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 114`MAX SHIM SEE TABLE THERS1 1900 SW 44TH AVE,
SUBSTRATE BY OTHERS
OCALA,FLORIDA 34474
SEE TABLE i W W W'CWS•GC
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER MIN.SEE EDGE
LEDIST INSIDE8100 PVC
SEALANT
TBEHINAND SINGLE HUNG
SEALANT BEHIND O INSTALLATION ANCHOR
FLANGE BY INSTALLER SEE TABLE Y IMPACT
114'MAX SHIM
� N
oao
PERIMETER SEALANT F
By INSTALLER
INSTALLATION ANCHOR INSIDE AND OUT W m
SEE TABLE 1
SEALANT BEHIND co
GE BY INISTALLER a N O
CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION Y
TREMGLAZE U16OD SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w Z W
PERIMETER AT ALL INDICATED POINTS O 0:
BETWEEN FRAME AND BUCK BY INSTALLER. ao g
114"MAX SHIM a p 0
SEALANT BEHIND
FLANGE BY INSTALLER 2 4
PERIMETER SEALANT 'r-
BY EMBEDMENT
IN INSTALLER p�nurlr
NSIDE AND OUT SEE TABLE 1 PtlDREW
,�.Op`f.��o EIVs�aGA,•�,•.
SUBSTRATE BY OTHERS NO 58201 S'7�. ;J
SEE TABLE 1 MIN.EDGE DIST. *: A, i
TABLEII =.oi
A VERTICALSEC77QN 9- STATE OFV"
6 TYPICAL SILL ANCHORAGE %iQ%'y :�-0.
4111/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P-E.
S ANCHORTYPE RUN.EMBED—M-Mr FL PER 58201
ONCRETE(ZO KSI MIN.) 3/18•RW TAPCON 1-112' 1- PERWIEZER SEALANT 1239 JABARA AVE.
By INSTALLER
2• INSIDE AND OUT NORTH PORT,FL 34288
H C HORIZONTAL SECTION PH.941380.1574
CONCRETE K61 MIN.) 3116"ELCO ULTRACON 1' 1• 6 BOX FRAME INSTALLATION 5GRIPTKNI:
GROULF0IED ED C CMU(ASTM C-913) 3118•ELCO ULTRACON 1-114" 2-1/2° HEAD AND SILL SIMILAR FOR BOX INSTALLATION
311 B•RW TA INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(6-D.55) OR ELS ULTRACON 1 7/9" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMX SOUTHERN PINE(6=0.55) 1110 WOOD SCREW 1-318' 718' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY.
(3 GAUGE(D MIN)MM STEEL STUD 810.18 HILT-KW IK-FLEXOR TIV1/ FULL THREAD 7/16° MIN.114•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK 15 APPLIED Dwo BAT 06!18/12
(J3 KSI M. MIN) TEKS SELF-5 S LINO SCREW THRU D,O80' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/B'ALUM,(60Gi-T5 MIN.)OR tt10 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B
113'STEEL(33 KSI MIN) DRILLING SCREW THRU 0.128' 7/18" SHOWN FOR FLANGE WINDOWS. SHEET
12 BOF6
Florida Building Code Online Pagel of 3
r
l.° ICeti1
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SpA Der1�wt►a} SaS Home � Log In ; User Registration Hot Topics'i SubWt Surcharge I Stats&Facts PuolicetlorG � FBC Eawy I 6LLS Site MaP� Linla � Szarc t
BuS�I'es(�]L1p/ftj` Product Approval
Professi� 21 QOUSER:Pub5cUser
Regulation
Produce Aoorovel Menu a Product or Aonilcatfon Search>Aoolication Lst>Application Detall
FL# FL5823-R6
Revision
Application Type
Code Version 2014
Application Status Approved
Comments 04/16 2015
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 ora Licensed
Florida Professional Engineer
0 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
12 Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R6 COI EvalReD CWS-155C ISH-8100.Imoact).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/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 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact)
Lim: of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 II CWS-155C(SH-810%ImpaW.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 R6 AE DuPont PVB NOA 13-0129 27.odf
and DP.Outer lite In I.G.must be safety glazed when used FL5823 R6 AE EvalReD CWS-155C(SH-8100.Imoact).Ddf
above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Duanex(Mlkron)NOA 12=1017 02.Ddf
Created by Independent Third Party:Yes
5823.2 SH-8100 Cont.Hd.&SIII SH-81DO Cont.Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 II CWS-440B(SH-8100.IMP.74x63.
Approved for use outside HVHZt Yes CONTHDSL).Ddf
Impact Resistantr 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 R6 AE DuPont PVB NOA 13-0129 27.Ddf
Glass complies to ASTM E1300-04. FL5823 R6 AE EvaIReD CWS-440B(SH-8100,IMP.74x63,
CONTH DSL).Ddf
FLSB23 R6 AE Duanex(Mlkron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont. Hd.&SIII(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 II_CW�491B(SH-8100.IMP.7072.
Approved for use outside HVHZt 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 R6 AE DuPont PVB NOA 13-0129 27,Ddf
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvaIReD CWS-4918 fSH-8100.IMP.74x72,
CONTHDSLI.Ddf
FL5823 R6 AE Duanex(Mikron)NOA 12-1017 02.odf
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 R6 II CWS-295C(SH-8100.IMP.52x96).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,52"x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE Dupont PVB NOA 13-0129 27.124
Outer lite In I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.Ddf
ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvaIReD CWS-295C(SH-8100,IMP.
52x96).Ddf
FL5823 R6 AE Duanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
Back N-
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Florida Building Code Online Page 3 of 3
Ciiatj=::X940 North Monroe street,Tallahassee Ft 32399 Phone:85D-087-1824
The State of Florida IS an AA/EEO employer.[oovrleht 2007-2013 State of Florida.::Privacy statement::Accessibility Statemerrt::ReftM Statement
Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
eledronk mall 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,Ilcen5m licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The Smalls 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
Chapter455,F.S.,please dirk.
product Approval Accepts-
®nl
rccurituitikics
i
h4://www.floridabuilding.org/pr/pr app dd.aspx?param=wG$VXQwtDgvMdF6zR4iHL... 6/24/2015
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 155C
April l8,2015
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-l/8Ann)inboard lite
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'k 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 5`h
Edition(2014)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-155C,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,-IA,-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-155C,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-155C.
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-155C
• 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-l/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5h Ed.(2014)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.
*y�tfmli1p*,
is tyDREIVry
jig
� P
�;r No 58201 •�73 r
z -
* : 4/18/2015
CCu Lucas A. Turner,P.E.
STATE OF :6 FL PE#58201
ID X
+{'����'1•�R . 0�`* Lucas A. Turner
2015-04-18
22:13-04:00
SINGLE HUNG -LARGE MISSILE IMPACT GENERAL NOTES: ,
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SISI 5
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 19DD SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND OCALA F"TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED O W LA,FLOCC
IN ASTM E 1998 PER THE FSC.
54 3/8"OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
— 531/8'MAX.UNIT WIDTH ---•- OVERALL 3FLANGE WIDTH 3.CONFIGURATIONS:'O/X'. 8100 PVC
SINGLE HUNG
t- 4.DESIGN PRESSURE RATING:
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
GLLASIL Se - moi! GLASS TABLES ASTM E-1300-04.
MAX UNR WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m
I INFILTRATION TEST PRESSURE AND GLASS TABLES
+ -- -- �1_73/i 6" I cls � n Ilj
77114" I I I GLASS DLO ASTM E-1300-04. o o 0
OVERALL' I I A 5.ANCHORAGE:THE 331/396 STRESS INCREASE HAS NOT BEEN USED
FLANGEI 7-- I•• - IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR Y w
HEIGHT - I DETAILS. WINDLOAD DURATION FACTOR Cd--1.6 WAS USED FOR WOOD r}n
O 3310.6. -r ANCHOR CALCULATIONS. y
GLASS 631W I U Z
OVERALL; I I )py O
78'" I I DLO_ FLANGE i I I 5.PRODUCT APPROVED ICOR IMPACT RESISTANCE, THE IMPACT ROTARY o
MAX I I HEIGHr Q 27_ LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL R g Z W
HIGHT I B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ m ¢ O w
I I 1 MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a a. afr
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o o
S I IDI HEIGHT I I I USED AT FrAED MEETING RAILAND JAMB. UU
' i 376/.16" I I I 6 I
MAX. C 3a 8.SERIES/MODEL DESIGNATION SH-0100. °� o
SASH v 6 GLAD
HEIGHT /� DLO 3.Q5(16" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: V m Q Z
D MAX X-OPERABLE SASH,O-FIXED SASH
i e SASH X 27 ,��rranngpri
HEIGHT I I GLASS
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ����� DRE
1 4 �
I I LOCATN. =�0 .��GEN3 •.�¢,yy:
1 —t 11.EXTERNAL WEEP SLOT=1/4•x 1.1/4•LOCATED 4°FROM BOTH ENDS. v No 58209 S
1*z
C p A 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62•. C p� ;trC
OF46 3W
GLASS DLO ~ GLASS DLOOR1.�'Q���
- --- MAX SASH WIDTH �• SASH WIDTH Lucas A.Turner hMA�>� ,```
2015-04-09
12:43-04:00 x�
LUCAS A.TURNER,P.E.
FL PE#56201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
DESIGN PRESSURE
LOCATION GENERAL NOTES AND
MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS
TABLE OF CONTENTS
GENERAL NOTES&ELEVATIONS.....I NON-
DROkWN BY. DATE:
GLAZING DETAILS...............................2X ADE 06/10/08
SECTION VIEWS&ALT.FRAME........3 V f'/-67.5 P LARGE MISSILE IMPACT UWT#-OF
EXTRUSIONS&B.O.M.._.--.................4 NON- CWS-155 C
ANCHOR SCHEDULE&NOTES..........5
INSTALLATION DETAILS.....................6 Z X 62n +6,-7-.5—/-75 A�1:1 SHEET
O B
r-
----7/9'OVERALL INSULATED GLASS —••+I 71W OVERALL INSULATED GLASS WICNDOW WSTSTEMS
•- --'1/8'ANNEALED f--- 118'ANNEALED NDOW
1900 SW 44TH AVE.
-7/16"AIRSPACE i = f 7/16"AIRSPACE OCALA,FLORIDA 34474
www.cws.cc
6/18"LAMINATED GLASS -5H6'LAMINATED GLASS
T �-I--IV ANNEALED -i 1/8-ANNEALED
-j-I I-;--.090"PV8 INTERLAYER BY DUPONT � .090"pVB INTERLAYER BY DUPONT 8100 PVC
1/8'ANNEALED ----- i!8'ANNEALED SINGLE HUNG
IMPACT
DURASEAL BY TRUSEAL r
DURASEAL13YTRUSEALPURFECT GLAZE"H"OR SIKAFLEX 552 1 PURFECT GLAZE"M OR SIKAFLEX 552 �n
1 112'GLASS SITE VT GLASS BITE o o 0
�}--" L
og Oo
4 " � � .. N
zw
w
CLCLain 13 a �
GLASS TYPE A GLASS TYPE A o w
SASH LITE
FIXED LITE 25 ❑
U m ¢ Z
.{
--7V OVERALL INSULATED GLASS r� �71e'OVERALL INSULATED GLASS ��� p.�,. v,,j•may
r�—.... i—
_IVTEMPERED --- 1/B'TEMPERED
58201 L
•-�--�- 7118'AIRSPACE � ---7/16'AIRSPACE z
--5116'LAMINATEDGLASS 5+16"LAMINATED GLASS *: * :*
��'
iEffl"
V ANNEALED 118 ANNEALED 9%0; STATE OF ,QJ
090'PVB INTERLAYER BY DUPONT �.6 �9 a+orp��090"PVB INTERLAYER BY DUPONT ANNEALED �.-1l6'ANNEALED y�n8�„fin't�ia����
DURASEAL BY TRUSEAL —DURASEAL BY TRUSEAL x
1 PURFECT GLAZE'H”OR SIKAFLEX 662 1 PURFECT GLAZE"H'OR SIKAFLEX 552 argonis
--1 _` LUCAS A.TURNER.P.E.
1 112'GLASS BITE V2'GLASS SITE FL PE#58201
1 1239 JABARA AVE.
(30— t NORTH FORT,FL 34288
PH.94"SD-1574
SHEET DESCRIPTION:
4 n GLAZING DETAILS
,UI DRAWN BY: DATE:
ADE 06110/08
Dwo I: REV.:
GLASS TYPE B GLASS TYPE B CWS-155 C
FIXED LITE SASH LITE SHEET
1:1 20F6
INTERIOR �p�j�
1h0
3 21 10 39 11 15 3 1900 SW 44TH AVE.
TT OCALA,FLORIDA 34474
W W W.CWSAC
41
4, 81W Pvc
SINGLE HUNG
IMPACT
ell � �
20 12 20 26 8 0
SECTION VIEW B-B w o
w r Q m
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 1»
RIGHT SIDE SHOWS SASH SECTION VIEW, 0 g Z
P, 0
30 e N
12 r z w
35
C
6 I a rn
4 7 INTERIOR g w
32 _.. (� m Q Z
i I
48 ,4�P�sn�4j�y
t e
.J?�•�,��5
Sfiy.
��t No 58201 z'A
12 13 9 STATE
9 14 y'�iij8 O ONA-1�,7I mes's
25 ® U 1 Z
O
w
LUCAS A TURNER,P.E-
1s FL PE#56201
2 -- 1239 JABARA AVE
NORTH PORT,FL 34288
4t PH.941-360-1574
SMECT
sEcnoN vlEw 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: e:
FOR UNITS 36"X 62,AND UNDER.
ADE 06/10/08
or REVz
ITEMS NOT SHOWN FOR CLARITY: CWS-155 C
22,Z7-28,33-37,43-45 �p� SHEET
12 3OF6
4
PART5 LLST FRAME CORNER
REM PARTR OESCRIPItON MATEMAL VENDOR -.3118• -� CONSTRUCTION
1 H•6031 Frame Head,FI Single Hung PVC MIKRON V�IlSiN!
2 H-6031 Frame SIII,Flg,Single Hung PVC MIKRONWINDOW SYSTRIS
1 15/16--
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 1 � fz3n6"-^� 19005W447HAVE
4 1+1838 Alum.Fixed Meet.Rall AWMINU KEYMARK z I " T-` OCALA,FLORIDA 34474
5 S-6063 Fixed Rall Cofer RE— MIKRON 3 I a 6 WWW.CWS.CC
6 H-6027 Sash Top RaIT PVC MIKRON 211/16^ 1 eta^ Isla,
7 H-1497 Relnbrcement for STR ALUMINUM KEYMARK 1It6"
8 H-6028 Sash Bottom Rall PVC MIKRONo q - 1/16• t CORNER WELD 8100 PVC(ALL SIDES)
9 H-1698 Reinforcement for SBR ALUMINUM KEYMARK t _ 1 t,s SINGLE HUNG
10 •6004 Sash Side Rall VC MIKRON
11 5-1498 Reinforcement torSSR ALUMINUM KEYMARK PVC FRAME FLANGE-6D31 PVC SASH BTM.RAIL-6028 PVC BASH TOP RAIL-9027 IMPACT
12 56064 Glazing Bead PVC MIKRON
13 P3118 Keeper,Sweep Lock ,ZINC SULLIVAN m '
14 P-3541 48 x 112",Pan Head,Tek STEEL FASTENAL y c o
15 P-4632 Sweep Lock ZINC 3118"
Sl1LL1VAN T r"—
16 P-4833 Barrel Fastener STEELFASTENAL
17 block&Tackle Balance STEEL CALDWELL 13118• -_--- t P ¢m
18 Purfect Glaze•H•o1 Ikaeex 552 SILICONE HENKELJSIKA 4 Fb(W MEETING RAIL y
19 Sash SEE SHEET LASS CARDINAL ► t0 SCREWED TOGETHER WITH 0 p Z
20 Fixed SEE SHEET2 GLASS ARDINAL Ing• I I OUTERFRAME a O
21 P•3429 Wstp.,0.270 x 0.187 back FlnSeal NYLON ULTRAFAB 39/16' 15/8 2118 Ing• 1:6 a o m
22 P-4638 f18 x 2-112 PH Mod,Truss,Type A,TEK STEEL FASTENAL
23 1110 x 1 112 Penhead SMS STEEL FASTENAL Lq
a. a a
24 Flat Washer STEEL FASTENAL 0 0 0
25 5-6014 Screen Catch PVC MIKRON 1 1• PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a �j
26 6-6013 Screen Support PVC MICRON a w
27 P-4051 88 x 1 1/4"Ph Fh TEK, ZOIC FASTENAL PVC FRAME FPI-SW 0 555 o
28 P-3748 d6 x 0.626'Quad Fh TEK,Wirt. ZINC FASTENAL v m ¢
29 P-3763 Impact,Lock STEEL INTERL= 111 .10Z
a111/1111ft
30 PA069 Impact,Keeper STEEL INTE OCK •1 5/16• �0 DRE T�rrri
31 P-4264 NS x 4 FH PH w1116 Head,TEK,Witt STEEL FASTENAL1/g-• Q` Pi:••••"w•T 'rr
32 P-3218 Screen Frame ALUMINUM ACEMETAE �- 1!z— I-111e"y -- 6 Sits, r `��►Gq .•�SGEN•yF.�� 4r
33 P-3321 Screen Comer Key PLASTIC M&M 7/g 1\ '° •� 15/t6• L1�r�+ �J ��,i,' No BB201 t��1
34 P-32Z8 Screen Spline RUBBER DAPA
35 P3581 Screen Cloth VINYL WIER L —1/t6• —'iJtt3 �_ Imo. I-1116• *' lY *�
+b:
36 P-3033 Screen Spdng STEEL HURLEY PVG SCREEN CATCH.6013 PVC FIXED RAIL COVER-8083 PVC SCREEN SUPPORT-6014 Z�• STATE OF r Ali:
PVC SASH STOP-6026
37 P-3029 Screen Pull Tab STEEL HURLEY r;����
36 P-3352 Sol.Bk.1/8•x 518"x 2" RUBBER FRANK LOWS O
4;6`�•tis R%D 0;S
39 P-3768 #B x 5/8 Phil Pan Linc ZINC FASTEN yP48�ONA-
40 P-4479 lWeepcover PLASTIC M&M
41 P3113 Screw Support RUBBER TEAM ate ^• 3/4•- - � Gla• 1/4'
42 P-W25 as to PVC MIKRON a1i8 I 1
43 P3069 sasn Cam PLASTIC M&M
44 P3295 Take Out alp STEEL SUMMIT1b/16•I t/ig' 1 7Ja^ LUCAS A.TURNER,P.E.
T 11 7
45 P3342 Seam
---Teeter SILICONE HNEE �- 1/18 �— L }_ FL PEt/68201
1239 JABARA AVE.
46 P3752 Hofa Plug PLASTIC M&M REINF.S.B.RJS.&FL-1498 REINF.BTM RAIL-1698 REINF.TOP RAIL-1497 PVC GLAZING BEAD-8064 NORTH PORT,FL 34288
47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941380-1574
48 P-4959 Wst .,0.420 x 0.187 back N ULTRAFAB s EET .
Ire— BOM AND EXTRUSIONS
311 S"T' 3• DRAWN DY:
— � ADE 08/10/08
� �
1_Q at6CRE-W SUPPOKT3113 O CWS-155 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SHEET
12 40F6