HomeMy WebLinkAboutProduct Approval Florida Home Improvement AssociatesBroward Tel:954-782-4415
Llconso No.CGC 081890!Q1344818 Miami Dada Tet:305"M""9
3044 8W 42nd 9t.,FL Lauderdale,FL 33312 FLORIDA - Fax:954-792-2170
O� HOME Web:FHAPRODUCTS.COM
Job#• V(® ��� IMPROVEMENT
assoclATFs I:ma1i:1NFQHAPRODUCTS.COtA
1 Replacement ind�`®oAt6 7&1.
Name: rrt�+`�� ( pav, Home Phone: `"'(t Bus. one: _
—311 vIN P�� 1 sqr9yc
Address City State Zip
This Contract is made and entered into this_. t dayof 201!73y and between Florida Nome-Improvement Associates,Inc,
a Florida corporation('Contractor"or"FHA'),and owncr(s)nam above of the residence located at the address listed above('Owner")
ThPWQr.Contractor agrees toperform the work described below:
1}=Prepareopeningssas
tlgtmlf replaced.(NOTE Removed Items are likely to be damaged) ror"�iOns are vYasved from the Inside.
ecessa tosec eeemeMunits. On sliding glass doors Aetive and Fbced
ry > Ponels are identiRed. On Casements
3 _FHAEneraystormSever—Simonton VInylInsulated and single French doors the hints Is
Identiflad Right Hinge and Left Hh e.
Install Aluminum Insulated, Aluminum Non-Insulated On eoubk-Freach Doors the more
4) Dacia: FHA Energy Storm Saver Aluminum Insulated_Alum M
num Nonsuletad door is Identified
Impact:( ffon4mp..1.( ) Ca R.White: Tan: Bronze: Grey: MIIIFinish:
Double Nana 51mic Hano W caemen Mum Wlmiow Other
Yes( )No(- /
Standard_ Qty_ Qty-lQ QWA Qty_L Qty QW—
CCuston-yT
AA CME Fl� m HM
ED
& kLgkrss Door Single French Doors MM Frrai;h hors Geometrtr
AA AF FA FAAF AAF FAA RH( ) LH( ) RA( ) LA( )
QtY_. Qtv, QtyQty_ Qty Qty— Qty Qty Qty
Glass:5 INITIAL H E �
Warranty: Mari. cturers Ararrarity sent upon mmion.
5) Work NOTta,bereplaced: e+1�1. i d,17
6) If applicable,removinohuller panels,and/or security bars. INITIAL
7) s ec Ilnstru ns:
8} CleanupJob.debtls'andprovidenecessary,perrttitsand�iirsprallCe, . .. �. .. • --.
i
7.
9) Lfapp)!cable,,Inthe eventthatContrdctor.lsuppbieforwhateverreasogtoohtalriproparpemtltsprlorto;cornMencememofanyworJ6
Coptrdgtur shall refund any previous payment andthis transaction shall be-automaticaliy.rarrAled.
(No finish workother than normal installation tsto be done unless noted below.)
Additional Work:
Schedule:Contractor shall comment the work withirodays after execution ofthe CDnmct(the'Commencement Date')and shallendeavorto O
complete all Work hereunder withlrWdaysaftertheCommencement Date.
Contract Prise
The TOTAL PRICE for all Labor and Materials(including any applicable discount)is S AD Sales Tax(— K) 5---�•j 4
Down Payment S00 (if applicable) w; t� �
Balance Payable -$ Total Contract Price
Contractor will provide to Owner a Final Walver and Release of Lien and Contractor's Final Affidavit Owner,substantially simNarto the forms
included in chanter 713.Florida Statues(20051.
Cfrde one IM NO)Owner elects to apply forfnancMir of the above-statue lump sum amount if yes is circled,see financing agreement
and relat ments
Notka to tiw.Drmeq If flrwndng h beinliobtalned by Owner.
a).Dopoeskn thlfhoma improxmerrtcostract(krdudlntfinandrKdec++mmts)N blank.
b},you are wattled to a copy of tha contract at the tinea you Ago.Keep hto protaci your ktal rights.
s).The financial documents attached to this home improvement contract may contain a mortgage or otherwise create a lien on Vow property that could be foreclosed
on It you do not Pay.Be sura you understand all pnwkbns of the rontractund flunckl documents before Vau alt^
Mts;-eIlnrieei C'Thls contract contains the entire contract of the parties.it*rrray not be changed orally but only.by a signed change order or other
written amendment,The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any
subsequent breach by any parry. '
IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal;as of the day and year.first abgye written..
You the Buyer may cancel this transaction at any time prior to midnight on the third business day alter the date of this transaction.
See the ettaehod Wlw of cart augn form for an explanation of We rigM
tr. W►Q. C`loJ�tl
Contractor;FHA
By--tn 2
15 n�tu of Owner} (Name&Title)
-r,-1 ='o
(Signature of Owner) Date
Hoare Owners Association flame: Phone#:
YES ( Fir® ( Building Afome.
351/2-X 371/8 z
(+67.5/-67.5) 35 3/4 X 371/8 35 3/4`X 371/8 m
36 X 231/2
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SHGC:0.18 (+60/-60) (+70/-70) (+70/-70) N m o
UF:0.31 UF:0.30 UF:0.30 s T _
FL#6890.1 SHGC:0.21 SHGC:0.21 o z z
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(+60/-60); +601-60 '' �•
UF:0.31 (+60/=60) UF:0.31 55 '' 0
0
SHGC:0.21 UF:0.31 SHGC:0.21
SHGC:0.21• `1
FL#16736.1 FL#16736.1
FL#16736.1
I'
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PRODUCT APPROVAL NUMBER:
FL #16736.1
OPENING IDENTIFICATIONS:
1 . HS
2. HS
7. HS
11 . HS
i
'l .
I
8/11/2016 Florida Building Code Online
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P USER:Public User
Product Approval Menu>Product or Application Search>Apolication List>Application Detail
cx FL# FL16736 R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc. i
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
I
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 Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer i
OD Evaluation Report- Hardcopy Received
I
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inca
I
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 RS COI EvalRep CWS-8718(HS-8200. 74x63,IMP).Ddf
I
Referenced Standard and Year(of Standard) Standard 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
I
Equivalence of Product Standards
https:/Auww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOaKpvglON3eN,BBBv3yAgMA°/pad%3d 1/2
8/11/2016 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
i
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
I
I
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 P1 II CWS-871B(HS-8200,74x63,IMP).adf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile,74"x 63", DP+/-60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE EvalReD CWS-8718(HS-8200. 74x63,
Glass complies to ASTM E1300-04. IMP). df
FL16736 RI AE'Ouanex(Mikron) NOA 12-1017 02.adf
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 P1 II CWS-8698(HS-8200 111x63,IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pdf
Glass complies to ASTM E1300-04. FL16736 R1 AE Evaliken CWS-869B(HS-8200, 111x63,
MP). f
FL16736 R1 AE'Ouanex(Mikron) NOA 12-1017 02.odf
Created by Independent Third Party:Yes
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Back fCwd:
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1
Contact Us::2601 Blair Stone Road,Tallahassee F-32399 Phpne: 50-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
i
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a publlo-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions;please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address If they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
W]MEE sC9 k.
Credit:Ca[d'
i Safe `
i
i
https://www.floridabuilding.org/pr/P_app dM.aspx?param=wGEVXQwtDqu8obl%2f1Zm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAp/o3dp/o3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. 429779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange windi ow)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h Ave,Ocala,'FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5h
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-871B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1, -lA,-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,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner,P.E.
I
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite 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 ands Quanex NOAs and find
that they comply with the requirements of the 5'h 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.
��t1ti��ul�r�r
Aft
•J No 58201 �' P
M : STA7S of � 4/18/2015
rrQ . VJs
Lucas A. Turner,P.E.
FL PE#58201
Lucas A. Turner
2015-04-18 22:21-04:00
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIN�Wsrs��s
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
751/4"MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVCs
74•MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v
INFILTRATION TEST PRESSURE AND GLASS TABLES ^ a w
ASTM E-1300-04. o a F
I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
MAX
FLANGE BI B ANCHOR CALCULATIONS. o Z
HEIGHT
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT N O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a o
I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N W Z w
63• I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W o O 2
MAX FLYING DEBRIS. 'LwUNIT 13 o a
HEIGHT O X 59 9116• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a III
U
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a w
HEIGHT m 0101
8.SERIES/MODEL DESIGNATION HS-8200. m ¢ 0
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: Z
58 416•ASS I 6 X=OPERABLE SASH,0=FIXED SASH ���`�,111R1111",EW i,,
Or.DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR %`GP �C E A FTG�'l'�'�
D
LOCATION. J�•
� No 58201
I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. *; k
CLl
I mai ;2
:9 STATE OF
-- -- -- -- :0�. p . 7u�:
C fJ 5 A Lucas A. i,�FSs..
33•GLASS DLO Tumer
365/16"MAX SASH WIDTH 15:18- 4:0 y�
15:18-04:00 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES&GLAZINELEVATG
ONS DETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGit:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS 871 B
ANCHOR SCHEDULE&NOTES................4
INSTALLATION DETAILS...........................5 scALE: SHEET
1:15 1 OF 5
7 8 30 2 Quimm
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
17 1 18 1 1 6 W W W.CW S.CC
�'
8200 PVC
HORZ.SLIDER
IMPACT
a a
N Q
41 40 3 1 9 39 O }
W Q 07
SECTION B-B y
U Z
O� 11 NOTE:FIXED LITE AT HEAD O
AND SILL IS SIMILAR. o D
31 N W Z W
U
19 a W a
0
W
F-
U U
39 35 0
1 1 v
36 3 m ¢ Z
19
1 4
4
HEAD
IMPACT
NOFSASHK(TP) ,,����PNOREbV TG4�i
(ITEMS 35836) 7/9"OVERALL s4+J(�P:'\,\GENS<<,•.,�Q,y�'
No 58201 :-A
1/9°ANNEALED or TEMPERED G
INTERIOR7/16°AIRSPACE
I I '9: STATE OF
I 5/16"LAW i O•. .�4!
1!8"ANNEALED ,�s R (?��.
SWEEP LOCK(TYP.)ONLY ENGAGED PRIOR ,0;3Q DUPONT PVB INTERLAYER S+�NA;
43 TO HURRICANE FORCE WINDS.
q I I LOCATED AT THIRD POINTS 1/8"ANNEALED
19 I X I (ITEM 27) 4/11/2015
3 T GLAZE"H"
13 � X 552 LUCAS A.TURNER,P.E.
12 iU I —• FL PE#58201
ig
1239 JABARA AVE.
NORTH PORT,FL 34288
a 5 PH.941-38D-1574
SHEET DESCRIPTION:
5 GLASS BITE
� I SECTION VIEWS AND
GLAZING DETAIL
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB SWEEP LOCK LOCATIONS
1:20 DWG#: REV.:
SECTION C-C GLASS TYPE A CWS-871 B
ALTERNATE FIN FRAME
1:1 SCALE: SHEET
1:2 2OF5
PARTS LIST 31/8' CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' afiWFM
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum1 V2^ WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 OCA A, TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW. FLLORIDA 34474
1/16" W W W.CW S.CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 3 9/16"I I 1 i- -j— 21/8" 1/16"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16' ::3,—p II CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC (ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVCL �-t• 1.8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16"1{ -13116"- 62 311 v
11 P-3113 Screw Support,PVC Team Plastic Rubber �r~ 6 I 9116' o CM CM F
12 P-3218 Screen Frame -- - - Allmetal- RoilFortn - - 7 - - 4- - - - 40 --- 0 0
0
13 P-3228 Screen Spline,.155 Dia,Blk. Dapa 1 5/e" 7 5/eILI • q 7 5l8° f1L� 1 517 s• x w
14 P-4754 Screen Frame Comer Key Alimetal Nylon 1/16• Lq 1/16" 1116• 1/76• FIXED MEETING RAIL w ¢ m
LU
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITHOUTERFRAME Z
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 F O
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab a o 9
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/8• 3/4•-I- -{ ¢ 0 w
19 P-4730 1#8 x 1/2"Truss PH TEK 2 Znc Fastenal Steel 0 3/16' irl a W r
20 P-3752 Cap Plug,1!2"Hole M&M Nylon 7^ 15116' 1/16' 0 v
or O L 1/16' L
13
21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 a. X W
22 P-4779 Roller,Tandem M&M Nylon 6• 1 15116' 7/76 1 114' tttm ¢ z
23 P-4051 Keeper,24 P-4069 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel Tl�ll�--�V 3/q•
7/8'I �L_I 3/16" HµRE►r
25 P-4479 Weep Cover w/Flap I M&M k Nylon L1/76' ��_ 1116' �`�,,,5,N'N6EN.'',TLQ��.
PUW VIEW-1999 HEAD IMPACT HOOK-1999 �� 1/16' .�GQ:\\ SF•',y'
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel S.B.RJS.S.R.-1498 ROLLER TRACK-1776 Z...: No 56201 '.P
r30
P-4958 Rotary Lock Sullivan Znc ;
P-4952 Keeper,Rotary Lock Sullivan Zlnc 0 3/16" �{
P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab 0 1/4 x+7/8"� '9 t STATE OF :'4+:
P-4633 Barrel Fastener Fastenal Steel 4176—I 'i0S-1112 Reinforcement,Head Keymark Alum 6. 518"f- 7/}- 9/L �'�i�S'.S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T- 36 7/ts• iirrSfpq'rE ���
34 S-1776 Roller Track Keymark Alum 5/BL" 1/16• PVC GLAZEBEAD-6064 GLAZE BEAD-1112
z�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2'F�:1==
° ' 15/16°-I4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum37 S-6005 Anti ljft Mikron PVC 3116' 38 3 LUCAS A.TURNER,P.E.
�F- 3' -I—t/2• 1/1g 1/1g FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ^ PVC 1239JABARAAVE.
r � PVC SCREEN CATCH-6013 NORTH PORT,FL 34288
- 39 S-6014 Scm.Adapt.,PVC Mikron PVC I SCREW SUPPORT-3113
PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC 1 7/8•-1 SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5/1 S"
42 1 GLASS ISEE SHEET CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 1 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
33
1:2 30F5
WINDOW SYSTEMS
121/2"MAX.O.C.(TYP.) OCALA,F 41900 SW TH A E.
�f 3°(TYP.) 4'MAX(TYP.) 8°MAX O.C.(TYP.)
6'MAX(TYP.) I-3"(TYP.) SEE NOTE 2 SEE NOTE
6'MAX(TYP.) 4°MAX(TYP.)
WWW.CWS.CC
-- -- -- -- -- -- -
r INSTALLATION 8200 PV
II I
ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER
I I I I I I
B° I I ANCHOR(TYP.) IMPACT I
MAX O.C.
(TYP.) v
17" I O N F
—MAX O.C.—
(TYP.)
W Q m
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ANCHOR LAYOUT-(FLANGE)
ANCHOR LAYOUT-(FIN) o
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No 58201 %:�7s
NOTES: %9Q STATE OF
yFs• OR1 (?
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �� �ONA�-�p���
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE f ttt{{{t{{{
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
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
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(E)CERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TAKE 1 SUBSTRATE
BY OTHERS 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
1/4"MAX SHIM SEE TABLE 1 W W CWS.CC FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINSINSIDEAALLER
INSNDOUT EETTABLEI1 ANCHOR HORZ.SLIDER
MIN.EMBEDMENT
SEALANT BEHIND C� SEEIABLEI IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
PERIMETER SEALANT o N F
--- - -- ------ - ------ - ---------- ----- . .-__. -..-___._-BYINSTALLER--._ - - _.----- ---- --d'.
-- "- --- --- - - ---`-`-- - -`-- ---`PERIMETER`SEALANT_----------- INSIDE AND OUT o o ❑
BY-INSTALLER---
B _
INSIDE AND OUT INSTALLATION ANCHOR � }
SEALANT BEHIND SEE TABLE 1 w ¢ m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND
SEE TABLE 1
FIN BY INSTALLER v Z
�g� HORIZONTAL SECTION C O HORIZONTAL SECTION �i N
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o y
HEAD AND SILL SIMILAR FOR FIN INSTALLATION a w Z W
7
w w d
Lu
w
U
1/4"MAX SHIMo = w
SEALANT BEHIND = ❑
FLANGE BY INSTALLER '
m ¢ O
z
BYRIMETER INS ALLREALANT SEE TAB TABLE
,400P�jOREWlT���,�
INSIDE AND OUT �. 5.•'0 E M
No 58201 •:-P
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. '
/\ SEE TABLE 1
/ A \ VERTICAL SECTION ��0� TATE OF :mow:
5 TYPICAL SILL ANCHORAGE ,OR10Q'�����
s+0 N A��t,%l�
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
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"IITN TAPCON 1-1/2" 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" V INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED C 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7!8" > INSTALLATION DETAILS
FLANGE IN.SO = . -3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0.060" 7/16" ADE 10/10/13
. 6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED MW—G#: REV.:
1/8"ALUM.( 7/16^ INSIDEE AND OUT,,FULL PERIMETER,BY INSTALLER. CWS-871 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5
I
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i
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i
i
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i
PRODUCT APPROVAL NUMBER:
FL #16177.1
OPENING IDENTIFICATIONS:
3. SH
4. SH
5. SH
6. SH
9. SH
10. SH
i
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i
8/11/2016 Florida Building Code Online w
e-
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search
Florida
VONY -� ' :::Product Approval
If ��•USER:Public User
f.{�tt.57fia'F':yx Ii
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
f
FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved
I
Comments
Archived O
Product Manufacturer Custom Window Systems Inc.'I
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
4
I
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
jiathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer,f
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. f
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
O Validation Checklist- Hardcopy Received
Certificate of Independence FL16177 RI COI EvaIReD CWS-8128(SH-8100, IMP, NoSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard I Year
AAMA/WDMA/CSA/101/I.5.2/A440-08 2008
ASTM E1300-04 { 2004
ASTM E1886-05 2005
ASTM E1996-09 j 2009
PA TAS 201/202/203 1994
I
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Ct DbmBIPjuPdYuGeM3yYf l882%2bJrewp/p3dp/o3d 1/2
i
i
I
8/11/2016 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
I
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
L16177.1
Model,Number or Name Description
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 RI II CWS-812B(SH-8100,IMP. NoSillAnch).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+70/-70 Evaluation Reports
Other:SH-8100 PVC Impact,no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EValReD CWS-8128(SH-8100.IMP,
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex(Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
Bacic Wext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
1
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
I
Under Florida law,email addresses are public records.If you do not want your e-mail address released in'response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which an be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
® EChect
;Credit�Card` ,
:Safe,,..
I
https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngA)(h10y8QgDbmBIPjuPdYuGeM3yYul882°/o2bJrew%3d%3d 2/2
I
i 1239 Jabara Ave.
URNER North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING, INC.
FBPE C.O.A. #29779
Evaluation Report 812B
j April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 5�1 7/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
I
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FLI 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 5t'
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-210-3815-1A,-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/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A.Turner,P.E.
I
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. 13-0129.2711
• 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 5'h Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,norwill 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 wilf I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
I
Ot#11i�itvlla¢t��`
� No 58201 •,��
e
4/18/2015
tr Lucas A. Turner,P.E.
% 8
s��� � '~ FL PE#58201
j•F`'S` NM. Lucas A. Turner
10
��t�eeitiv�#tii+ 2015-04-18
22:20-04:00
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT ammm
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. www.cws.cc
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"01)17. SINGLE HUNG
51 7 "MAX UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
47/811/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER U) a
INFILTRATION TEST PRESSURE AND GLASS TABLES ZZ
-- -- ---71 ASTM E-1300-04: Cl)
a, F
__ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
7 CD
AX. - -- 1 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w in CO
FLANGE ANCHOR CALCULATIONS. v)
HEIGHTO O N
B I 2613116" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 0
B �i 'o
GLOSS NOT REQUIRED. c �' p
m
N OLU
Z
I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ ¢ Q
61 314" I I USED AT FIXED MEETING RAIL AND JAMB. a F
MUNTrC
AX o LLd
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. < p
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: IL o
X=OPERABLE SASH,O=FIXED SASH
I I m Q Z
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX 26 7/8° linllll
SASH " i GLASS LOCATION. ``,%-- N .......
HEIGHT n
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4°FROM BOTH ENDS. P ,P24�
6 � No 58201 °•�7)
I I 6 -*� * •:*�
4 I I Lucas A. STATE OF :�iU
a - -- -- 201504-11 %FSTurner
S40R+0
15:15-04:00 -'C'N
s A AA11 �p`�
451/16" Z:2_1GLASS DLO
483/8" 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG i#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WIND1�L1®��
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
J_j jj tp N
r
O �
Y
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Q }
w (13 m
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U)
U w Z
7/16"AIRSPACE 7/16°AIRSPACE m 'o O
Q N U)
5/16"LAMINATED GLASS 5/16'LAMINATED GLASS N E;a-
>
LU
1/8"ANNEALED 1/8"ANNEALED a ? O
.1190"PVB INTERLAYER BY DUPONT .090 z"PVB INTERLAYER BY DUPONT 0_
Lu Q
1/8"ANNEALED 1/8"ANNEALED o L
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL =)
cc
4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ Z
14 1/2"GLASS BITE 14 1/2"GLASS BITE ,,� Pty.........EfTL��i
,�JGp` 0 F.
48 � ��:� No 58201 .•��
STATE OF
\t1,��
� G`�
SASH LITE 7
FIXED LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG 9: REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
453 53 1 38 13 3 3 4 45
8100 PVC
O I SINGLE HUNG
IMPACT
o -
45
cma1 0
1432 - - - - - -- -
3 14 54 14 65 66 63 19 4 W m m
SECTION B-B
54
V N
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Q
N 0
RIGHT SIDE SHOWS SASH SECTION VIEW. ;,
2 w O W
w
o p a
14 39 ~ Z U
40 a W
7 8 7 w
1 32 INTERIOR m ¢ z
1
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No 58201 �'.75
1a s3 :�Q:, STATE OF .:mow
s5 10
6 32 z�
3 3 4/11/2015
18 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
0
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1.2 30F6
PAIRS LIST FRAME CORNER
REM PART L.DESCRIPTION VENDOR MATERIAL3 1/6" CONSTRUCTION (r, •8:1�
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16"
SW
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 I- —23/16^ OCA A, TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 T e W W W.WWW. FLLORIDA 34474
T CWS.CC
6 S-1577 Impact Hook Keymark Alum " 1E
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 15/8' q 15/8, (k,",
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16'
Lr
L 1/16' 1/16" LCORNER WELD $100 PVC
10 H-6028 sash Bottom Rail,PVC Mikron Vinyl (ALLSIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:e
13 S-1498 Relnf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.A apt.,w/Nib,PVC,HOnz. Mi ron Vinyl -n a
19 53014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2• M co ui
— 20 S-6029 Sash Stop/Filler,PVC,Vert. Mkron VinylI _u 3
23 H-1699 Reinforcement,SBR Keymark —
Alum 7/8^
24 P-2190-Balance BSI- 9/16• 1 Q }
25 P-3059 Sash Cam,PVC BSI Plastic w m
�r— (16° m
26 P3046 Take Out Clip BSI SS u �LInIF" 15/8° � 21/8• � 1/16^ FIXED MEETING RAIL
" rA
27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH m w Z
1/16OUTERFRAME in O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 a ei %n
30 P3215 Weep Corer w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 $ m Z
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w Q O
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2Fastenal Steel c 0 a_
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/1 6" 9/16^ Lu z R
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8' 5/,6^ ,1/8"•I o 0 m
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I 2 0
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8• ,8 1 5/116" 19
45 P3752 Cap Plug,1/2"Hole M&M Nylon L 1/1 g• 041
T- 1/16' m a z
1/16•
47 1 P-3438 iSikaflex 552 or Purfect Glaze"H" Sika/Henkel
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 `��� Pp10RE4y T�4
51 P3881 Temporary Lbl. NFRC/DP) �.`�p`;:'�GEMS'•LQ�G�
. � F .
52 P-3613 CWS Lbl.(logo) Pro Label r�6• :%J�;: :,yte
53 Sash SEESHEET2 GLASS 314" L16
1/4" F� ��r_ No 58201 ;�
3/16•
54 Fixed SEE SHEET 2 GLASS 1 3 9
56 P3281 Spacer Duraseal '�} ,3 15 1/16• 1^ 7Er
••-O: ;tt�
62 P3218 Screen Frame,Horiz. Allmetal Alum T+ I I 1/16" '9 t STATE OF .
63 P3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ��i tC•• ......
664 5 P3321 Screen Frame Comer x 16 Fiberglass AlllmeBettetral PlasticFiberglass
REINF.S.B.RJS.S.R.-1498 ,,��,SS�OI
66 P3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl �✓�
67 P3029 Screen Pull Tab Summit Alum 4/11/2015
68 P3033 Screen Spring,SS FI.Screen SS
70 P3113 Screw Support for PVC I T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum0 3/16• FL PE#58201
72 S-6063 Corer,Fixed Rail Mikran Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 1 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16• 1/2° SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5 3/16° l
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61.69 6 L 1 0
I' 3• y BOM AND EXTRUSIONS
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
12 40F6
6"MAX(TYP.) 17"MAX O.C.(TYP.) 29WE
1900 SW 44TH AVE.
6"MAX(TYP.) - OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
10 1/2" 8100 PVC
MAX D.C. SINGLE HUNG
(rYP.)
INSTALLATION IMPACT
ANCHOR(TYP.)
I I N N
Lij
�MTQ RNL ~
W
4"(fYP.)� 0] CO I I cl)
I I LL a O
O
`7�,
W
101/2" x ¢ ¢ O Xw
MAX O.C. y F.
(TYP.) o L7 d
I ^ I uj z U
I 4 I 0 U
Ll � 2 ❑
4"(TYP.) —— —— —— m Q Z
4"(TYP.) NO ANCHORS REQUIRED IN SILL ,`�gNtnuitp�4
ANCHOR LAYOUT-(FLANGE) �`JV: F•'•y�'�
ti No 58201
NOTES: '%V. STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ile 0 R
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 �Sf0NA;nE��p
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. 4/11/2015
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 PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: ET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHE
1:15 50F6 6
TYPICAL HEAD ANCHORAGE Dyj eaff
MIN.EMBEDMENT WINDOW SYSTEPIS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATEBYOTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100
BYINSINSIDETANDOUT SEETABLEI SINGLE HV NG
INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
2n a
2z 2z
oT° H
--- -- PERIMETER SEALANT Y
BYINSTALLER Q }
INSTALLATION ANCHOR INSIDE AND OUT W in m
SEE TABLE 1 SEALANT BEHIND U)
FLANGE BY INSTALLER 0 ,
LL O
E;
N
HORIZONTAL SECTION o O1 to
CONTINUOUS DOUBLE 3/16°BEADS OF �1 a o Z
TREMGLAZE U1600 SEALANT AROUND6 TYPICAL JAMB ANCHORAGE w w¢ OLU
PERIMETER AT ALL INDICATED POINTS a Q H
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
U
1/4°MAX.SHIM o wco
CL
SEALANT BEHIND 2
FLANGE BY INSTALLER
m ¢ Z
PERIMETEF BY STALLSIS
AND OUT
S EE TABLE EMBEDMENT 0W le
SUBSTRATE BY OTHERS +-Jr No 58201 •t��
SEE TABLE 1 MIN.EDGE DIST. *• '�'
SEE TABLE 1
q VERTICAL SECTION
':V. STATE OF :4U
6 O
TYPICAL SILL ANCHORAGE :c(O R 1 p P,:N��:
0
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
GROUT-FILL " 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
2XMW.SOUTHERN PINE(G=0.55)
3/16"ITW TAPCON INSTALLATION DETAILS OR ELCO ULTRACON 1-3/8" 7/8" > FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SO = 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR RW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM. 6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
( 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
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PRODUCT APPROVAL NUMBER:
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Fl. #6890.1
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OPENING IDENTIFICATIONS:
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8/11/2016 Florida Building Code Online
. lit
BCIS Home Log In I User Registration I Hot Topics I Submit,Surcharge l Stats&Facts I Publications FBC Staff BCIS Site Map l Links l 'Search'
Florida
W). Product Approval
r eW'USER:Public User f
I
Product Anproval Menu>Product or Application Search>Application Lis t.>Application Detail
0®"xa( Ca:`IFI FL# FL6890-RS !
Application Type Revision
i
Code Version 2014
Application Status Approved j
I
i
Comments
Archived ❑ {
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
i
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
i
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474 I
(352)368-6922 Ext 291
jlathrop@cws.cc
,j
Category Windows {
{
Subcategory Casement
i
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O✓ Evaluation Report- Hardcopy Received
f
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 j
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
i
Certificate of Independence FL6890 R5 COI EvalRen CWS-161C(CA-8400. IMP).odf
i
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 i 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_ppp dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CiMsOVDVxOFNzlHrYUmo%3d 1/2
i
i
8/11/2016 Florida Building Code Online
Certified By
Sections from the Code
i
Product Approval Method Method 1 Option D
I
Date Submitted 04/20/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/23/2015
Date Approved 06/23/2015
i
SummarV of Products
FL# Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400.IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: LucaslA.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other:8400 Vinyl Casement, Large Missile, DP= +/-67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27.Ddf
psf, Max. size 37"x 72". Outer lite in I.G. to be fully FL6890 RS AE Ev6lReD CWS-161C(CA-8400.IMP).Ddf
tempered when used 30 ft. above grade in HVHZ. Glass FL6890 R5 AE Ouanex(Mikron) NOA 12-1017 02.Ddf
complies with ASTM E1300-04. Created by Independent Third Party:Yes
.a.[,] Next
i
i
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemel t::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.mush provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here. i
Product Approval Accepts:
® cchEck M
f Credit GAfd
Sa_ M
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https:/hvww.floridabLi[ding.org/pr/pr app o.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVD\IxOFNzlHrYU'mo%3d 2/2
i
i
URNER � 1239 Jabara Ave.
North PortFL 34288
ENGINEERING& Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A.429779
Evaluation Report 161C
I April 18,2015
Product Description: Series 8400 PVC Casement Window,Large Missile Im�act,DP67.5,37"x 72"
unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass
Manufacturer: Custom Window Systems,Inc. 1900 SW 40'Ave,Ocala,F,L 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 51'
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 A roval drawing CWS-161C,signed and sealed b Lucas A.Turner P.E.
pp g gn Y
3) Test Reports NCTL-210-3673-1,4A,-2,-2A, and NCTL-210-3674711 -1A,-2,-2A,from
National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2005, and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-161C.
Limitations of Use: ThisP roduct:
• May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS,or Temp.)outboard,-air-
1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 16"x 63"with 1/8"(Ann.
or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass
• Requires outer lite in I.G.to be fully tempered when used in HVHZ!above 30 ft of grade
• Requires max.glass daylight sizes as shown in CWS-161C
• Achieves design pressures of+/-67.5 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129'.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd
that they comply with the requirements of the 5 h Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,norwill 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 win! acquire,a financial interest
in any other entity involved in the testing or approval process,of this product.
��#y�i'it11l�.�t�, ,I
0 P 4V RE
Z74 No 56201 4/18/2015
Lucas A. Turner,P.E.
: at.! STATF_ OF
FL PE#58201
'*j�{�+ ;• •p 1ti +'.I Lucas A.Turner
2015-04-2011:59-04:00
I
GENERAL NOTES:
CASEMENT - LARGE MISSILE IMPACT WINDOW 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
EMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
381/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
MAX.OVERALL 391/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWWCWS.CC
FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
37" 37"
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 5400 PVC
MAX SASH WIDTHMAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
RIGHT. IMPACT
—————A —— — 4.DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND r r o
GLASS TABLES ASTM E-1300-04. 'n n w
-P_O.SITIVEDESIGN_LOADSBASEDONTESTED_P_RESSURE,WATER_____ oao.o
_ INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04.
731/4"
_ -- - -- - LL W WMAX ..
OVERALL / 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN F Q ¢ m
FLANGE " THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION U)
HEIGHT i \ I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD m m Z
OVERALL B I B ANCHOR CALCULATIONS. w
FLANGE
HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE N N z W
NOT REQUIRED. w w w Q
o a a a-
72" X I 651/2" 63" V I 561/2" 7.ALL FRAMES AND VENTS FULLY WELDED. �' v
MAX ,` GLASS MAX GLASS i i o
UNIT ` I DLO HEIGHT DLO S.SERIES/MODEL DESIGNATION CA-8400. >
HEIGHT •
9.THE DESIGNATION X STANDS FOR THE FOLLOWING: v m ¢ O
B X=OPERABLE SASH Z
s MAX I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR PNOREW�T�i,�
MAX 70" \ SASH 8 HEIGHT / LOCATION. +,�.JOp .�.OENgF.G�Q�'
SASH I \ I No 58201 71 r
HEIGHT D
Lucas A.Tumer �p�. STATE OF '4u
2015-04-18
•off. . 4u
--
N
-- ----q -- 22:00-04:00 i,C {OR10P'�
6 GLASS DLO
30 1/2" RIGHT HINGED-SHOWN 4/18/2015
GLASS DLO LEFT HINGED-OPPOSITE
LEFT HINGED-SHOWN LUCAS A.TURNER,P.E.
RIGHT HINGED-OPPOSITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
_ DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1 37"X 63" _ ADE 05/05/07
GLAZING DETAILS.................................2 HVHZ 67.5 PSF
SECTION VIEWS....................................3 ARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M...........................4 _ +- CWS-161 C
ANCHOR SCHEDULE&NOTES............5 37"X 72"
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE: SHEET
1:15 1 OF6
C��•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8400 PVC
CASEMENT
IMPACT
� � m
718"OVERALL 718"OVERALL ao in n w
.- o � F
- - - - --- --- 1/8"ANNEALED orTEMPERED— - ---—------,-- - 9!6"HEATSTRENGTHENED orTEMPERED -------- - --- ---- o a o p--
7/16'AIR-SPACE- - - - 7/16'AIRSPACE -- D. w 1<u -
5/16°LAMINATED GLASS 5/16'LAMINATED GLASS
F Q 6 m
1/8"ANNEALED 1/8"HEAT STRENGTHENEDc1 U Z
m O
LL
090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER r W
o >
1/8"ANNEALED 1/8°HEAT STRENGTHENED ¢ ¢ 0 Q
III Lu uj P
SIKAFLEX 552 OR SIKAFLEX 552 OR o c ¢
3 PURFECT GLAZE"H° 3 PURFECT GLAZE"H" L a U
O U W
46 I F�- 1/2"GLASS BITE 46 I m 1/2"GLASS BITE m
U m ¢ O
13 13 Z
O O OEEWrTGQ,'i
.SGP �� SF y4
6 6 No 58201
GLASS TYPE A GLASS TYPE B ,,,Ss�OA'
4/18/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
37"x 63" +67.5 A >CWS-161 C
sCALE: SHEET
1:1 20F6
WINDOW ll SYSTEMS
LlW/J
35 33 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
www.cws.cc
9 11 50 49 48
o ® ® 8400 PVC
CASEMENT
32 IMPACT
46 18 15
ro
46 5 o r F
1eLL LLI
- - — woo >-
51 a 4 31 8 51 1 51 4 9 18 3 ~ ¢ ¢ m
1n
6 SECTION VIEW B-B mm
4 a a fA
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5 w cc 5,
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INTERIOR U m ¢ Z
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5 1310 / 1: STATE OF �tU
51 0 Q 4i�s`4fON `
A,yl �%p
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7 ® 49 I 36 �a 4/18/2015
5 ^_ � LUCAS A.TURNER,P.E.
FL PE#58201
p 1239 JABARA AVE.
2 -- -- NORTH PORT,FL 34288
46 39 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 05/05/07
DWG 7#: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-161 C
14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET
12 30F6
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL 3 1/8" FRAME AND
SASH CORNER 1 6030 -HEADwe
CONSTRUCTION •
2 0 0 ^ 1 WINDOW SYSTEFIS
3 6030 �J 2 1900 SW 44TH AVE.
4 -6030 3 7/92^ �5 WW CWS.CCA34474
5 6030 321 4 27/32"
6 -6008 SASH,CASE.,TOP RAIL MIKRONPvc8400 PVC
8 -6008 SASH,
C O ASE.,BOT.RAIL MIKRON C tns^ PVC GLAZING BEAD CASEMENT
_T___R_TmT_SASH,CASE.,SIDE RAIL,LOOK MIKRONS-6064 CORNER WELD
10 592 (ALL SIB ES) IMPACT
93 PVC FLANGE FRAME
1 S S 2 H-6030B 'n \ o
13 P3028 .B .,85 .,1 8" 7&' 2" m a
— 3 - 2 -
11/32"
15 -3113 U V - = — ---- - '- - U - -- - — -- - - LL w w
21/32 _ 7/16'
P3 9 6 as as
Fw- 6Qm
17 3197 & o e 1/16" 1/1s• z
18 3217 21/a^ 9 COIL,.062 X.656 COIL,.05 X.437 T m O
9 3228 ,.155 II --iill��{{77 1/16" P-4491 P-4050 o C/)
20 3281 SPACER, 3 DURASEAL TRUSEALD N N Z
w
2 33 2 04 w w w D:
2223 3429 270 .187 552 P H-6008 VC H w w c ¢
PURFECTGLA7E"H", a U
24 3539 #8 X 3 4" a a w
25 -3581 SMEEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32•—"EI
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41 -4018 LUCAS A.TURNER,P.E.
58201
42 020 41/2" ^O FL A#RAAVE.
2 8 x 4 Quad6 Lead, �� 1l1s^ 123HPORT,.FL34
44 024 A 16" 0 1/2" NORTH
941-380-157404288
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46 -4050COIL-ALUMINUM,' 5052- 32 .050 437, �t• }-p F- 3^� 15 SHEET DESCRIPTION:
47 0 8. BOM AND EXTRUSIONS
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6 x SCREW SUPPORT
49 -4491 R COIL-ALUMINUM,5052-1-132 .062 X-.656),HD PRECISION STEEL PVC FIN FRAME P-3113 DRAWN BY: DATE:
50 -4641 #8 x 5/8"PH FLAT TEF,#7 HEAD,SS FASTFNALH-6030A ADE 05/05/07
51 1505 REINF.CASE.SASH KEYMARKU DWG 1i: REV.:
2 -60 8 CWS-161 C
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
2:1 40176
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121/2"MAX.OC8"MAX.O.C.(TYP.)
.(TYP.)
6"MAX(TYP)'_ SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 WINDOW SYSTEMS
6"MAX(TYP.) 7 4"MAX.(TYP.)
8"MAX O.C.(TYP.) 1900 SW 44TH AVE.
121/2"MAX O.C.(TYP.) OCALA,FLORIDA 34474
- - 6"MAX(TYP.) 4"MAX(TYP.) SEE NOTE 2
W
SEE NOTE 2 4"MAX,(TYP.) W WCW S.CC
6"MAX(TYP.)
/ I 8" I V'fUU PVC
MAX o.c. / CASEMENT
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(T (TYP.) 'e• / IMPACT
MAX O.C. / MAX O.C.
143/4" X m rn n W
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(TYP) X - --- - ---- - - -
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.)
FOR UNITS UP TO 37'x 72" FOR UNITS UP TO 37"x 63° ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) Uma z
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63°
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PIADREW T,i4i
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ti No 58201 °:13
NOTES: Mp
O STATE OF °:�4U
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��itt`S:4 O R 104'G����`
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 4S�ONAIt_
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/1`8/2015
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 PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6.
PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
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 LOADS TO THE STRUCTURE. ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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-161 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 50F6
MIN.EMBEDMENT Qmno
�/�TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE �/�IBYOTHERS
1/4°MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
INTERIOR 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 1/4"MAX SHIM SEE TABLE 1 W W W.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 M0�SEE TABLE 1
MIN.EMBEDMENT QOI� 8400 PVC
BYRNSTALLER SEALANT SEE TABLE 1 ION ANCHOR EE TABLECASEMENT
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND nn
FLANGE BY INSTALLER p 1/4"MAX SHIM III I� r 00
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UI PERIMETER SEALANT co o r
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BYNSTALLER INSIDE-AND-OUT-
INSIDE AND OUT INSTALLATION ANCHOR LL w w
SEALANT BEHIND SEE TABLE 1 H Q ¢ m
FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER ❑ L) Z
INSTALLATION ANCHOR INTERIOR HORIZONTAL SECTION C 03
HORIZONTAL SECTION m o Ln
TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ ¢ >
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4/16/2016
TABLE 1:APPROVED INSTALLATION FASTENERS ( I LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LJ FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2° BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1^ 1° INSIDE AND OUT PH.941-380-1574
FLANGE 1/2" B HORIZONTAL SECTION SHEET DESCRIPTION:
BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN. = 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR[TW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16
/
-MIN 1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG g: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING FULLTHREAD
FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scALE:
FIN 12X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6