HomeMy WebLinkAboutBuilding Permit Application (2) 0rowarcl Teh 954.79Z�4415
Florida Ho.CGC061890/ t/4141118 es ` Miami Dade:3055454469
Licence No.CGC 061890/4844819 ILrlr� ( +
Fax:954-792.2170
30a45w42"'SG.ft.latrdordalc,ft31112 FLORIDA Web;www. COM
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IMPROVEMENT l.E1VE�
Job: �1 D U L� ASSOCIATES
Replacement Windows Contract B 01 2019
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Ot4ner. G?,j G� ev ,.cl.Cl_;. _- .---llonYcph:I.
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—) / County, Permitting
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Addro�s City County State Zip
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This Conjtact is made and enlored Into tills (_day of fl ttvG 7.0Ir by and between Florida Home Improvement Associates,Inc,a
Florida Cot potation known as("(011tOctor"or"FMA"j,and OwnerIs) lamed above of the properly located at the address listed above known as
('Owner'):The Contractor onloes to perform the work described below at the property listed above: Ilk DIV,
a�•� "ter
t) t cmove ewtinf;unfit to be teplaccd INotr:Removed penis tilt hlely to be damaged.) .u•
Prr yr o onto•as nr c�stiar to rrtciverrnwccmenl units •coca a,a•d.v. �-
3) tvindowst ^(' fNb1 Energy Storm Saver Atuminuni Insulated Aluminum Non-lnsulmed ono.�+..n..nwnwn..
4) noors; ` fllA%Energy yStotni Saver Alunilnum lrsuLited Aluminum Non tniuiated uu..dw•i+w ur:!
Glass: [bi,-Atae (14pact jNon-Ittipact'l'FrameCoior:Whiter_Bronze:_0/W Tan:_,Grey:�Mill:
DoutifeHune Sinrle�NunQ Z to. Casement Ektdrrurndnw
Yes i 40 Qty:— Qtyi:"L QtyQty:_ Qty: AFA
Standard '
Custom Active Fixed FA AF LH RH 1/4.1/2.1/4
Active' Active m ❑. Qty:
1/3.1/3-1/3
Sliding Glass Door Single French M
Geome nc1-'-
5)
City:
AA AF FA FAAF Door Qty:_ QIRH .( ) LH ,( ')
Work to be completed as stated on the accompanying worksheet.Work NOT to be completed:
initial Here-
G) Ifapplitable,removing shutter panels, d/or Security bars.KeepwithOwn r Discard flat He
7) Special instructions, �a �:•>ti �t'gia Writl •vf y tf41t.
7
8) Cleanup job debris and provide necessary permits and insurance.If applicable,in the event that Contractor is unable for whatever reason to obtain proper'
permits prior to commencement of any work Contractor shall refund any previous payment and this transaction shall be automatically c ncelled.
9) tional Work: No(ini h wo I I er than n @alai l anatio is to be done unle jed below). ���
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.� �„✓. wv t�tk fir. ,
Warranty!Contractor will provide warranty informationjo Owner`within 30 days after completion and final payment.,
the I :"Contractor shall commence th work within /f� days after execution of the Contract(Thea"Commencement Date)and shall endeavor
'to.complete all work Hereunder within days after the Commencement Date.
jj By selectingthe finance option for the partial or Wit payment of this project.The Owner agrees to sign all finance completion forms the final day
of installation.The scheduling and.completic n of the final Inspection will be scheduled for the next available-day and M checklist items,parts,
,replacement or damaged product reorders will be completed in a timely manner as part of our service'policy. -Initial Here
Notice to the owner,if financing is being obtained by Owner:
a) Do not sign this Contract or any financing document in blank,You are entitled to a copy.of the contract at the time you sign.
b) `The financial docurtients provided by the lender to this home improvement contract(hay(teate a lien on your property.
c) Be sure you understand all provisions of the Contract and financial documents before you sign.
,TOTAL PRICE 15—o-'1_5D an Deposit to order: S Yd Ol7 Ao
Sales tax: 5� 1 .00 Payment Day lob:Starts- $ 00
Total Project: 5 ��r D :00 installation Completion: $ `ko • 0
miscelianeous This Contract and the accompanying worksheet contain the entire agreement between the parties.By signing this Contract;Owner
agrees and.acknowiedges that it has received theaccompanyin8 worksheet.This Contract may not be changed orally but only by aChange'Order or
other written amendment signed by both parties.The waiver by any party of a breach of any provisions of this Contract shall not operate or Ire
construed as a waiver of any written amendment or waiver of any subsequent breach by any party.You the buyer may cancel this Contract at any
time prior-tomidnightthe third business day after the date of this Contract.
In witness whereof,the parties hereto have read,understand and agree to both sides of this Contract.Se mea explicado el contrato en su totalidad
y entlendotodas las condiclones de'este contrato.Bath parties execute this Contract and the owners)agree to pay the balance due under this
Contract under seal as of the day and"ear first above written:
(faxv_�a lam '
Owner Print Co-owner Print Contractor Representative Print-
OwnerSignature Co-Owner Signature Contractor Representatives,.
nn••r n•u�.rn ••-,•nom.•+.nu. .._�._. G.._...L.—a Zi,6 .r .,�___. —.7�..�_3Iq yy']y
1/17/2019 142189_147372_1.jpg(800x800)
RECEIVED
FEB O 12019 I r `
ST. Lucie County, Permitting
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35 (2940} 3A
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5LOW
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445:
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CS
' n Specialty Engineering Consultants,Inc. ,�ticlxEFp� Wind Veloches in South Florida
n 5 1599 SW 30 Avenue,Suite#20
Boynton Beach,FL 334326 ,�` s Dada Broward Palm Bmolt
n a FL.CA#009217 �, Risk Cat.I 165 156 156 Low risk to humans farms sheds
5 J, Risk CaL2 175 170 170 Sin Ic Famil Residmus
rui S\\� Risk Cal.3&4 186 180 1 180 Eso,dal Facilides
P:=q h'(GCP- GCp i� Intstuctions and limitations of Use
1 Charts provide wind pressures based on the mean roof height.And shall not exceed 60'•0'.
2 Des'n ressures are for an enclosed builindin shutters or other impact resistance protection required).
V(mph) 170 1620 FBC for HVHZ,or Fig.26.5-1a 3 User shall determine the mean roof height, Eave height+Roof Peak)12.
Risk Category 11 Table 1.5-1,page2 4 End zone distance is the lessor of 10%of length,10%of width,or 40%of the mean roof height and not less than 3'-0•
Exposure C Section 26.7 5 If 50%of a component Is in a particular zone then that component Is considered to be In zone with the majority of the area.If questionable then place in Zone 5
Kd 0.85 Tabic 26.6-1,page 250 6 Each component,window,door,mullion has a tributary area that is area to be used.Area of components to rounded down but shall not be less than 10 at.
KrA I Figure 26.8-1,page 252 7 For NDA's that require a Kd=1.0 then multiply the values listed herein by 1.18.
GCpi 0.18 -0.18 0.55 8 Wind ressures are based on Allowable stress design.
pitch ofroof 3/12 14.0 degrees 9 Design pressures listed herein are valid for Exposures B and C and exposure D. max reef height 30'
theta 14.0 degrees 10 Charts and values listed herein are only valid when signed,dated and sealed by Gary McDou le,PE#58214 or Mark LeBlanc PE#35683 or Adam D.LeBlanc,PE#77012
011 Wind design ressures are calculated in accordance with ASCE 7-10,Method 2.This calculation is vaild for FBC 2014 5th edition and 2017 6th edition
12 No reduction is taken for slopes less than 10 degrees.
Arcs orconaponcra Arca 0i'mrapaUcaL Arca ofcomponan Arc ofoam wt Arca orcomponent Arm orweepence, Arca ofwm onml Arca ofwm mt Armofwm ma Ares ofwm twt Arcofcom nun
10.Osf 15.0sf 20.0 s1' 25.0 sf 30.M 35.0sr 40.0 sf 45.0 sf 50.Os'f 55.0 sf 6U.M
Mean Roof
Hci i Zone Zone Zone Zones Zone4 Zones Zone Zone Zone Zones Zone Zone Zone Zone Zone4 Zone Zone Zone Zone Zones Zone Zones
37.8 37.8 36.6 36.6 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 34.6 34.6 34.2 34.2 33.8 33.8 33.4 33.4 33.0 33.0
15 -41.0 -50.6 •39.8 -48.4 -39.5 -47.7 -39.1 -47.0 -38.7 -46.3 -38.3 45.6 -37.9 -44.8 -37.5 -44.1 -37.2 -43.4 -36.8 42.7 -36.4 42.0
38.3 38.3 37.1 37.1 36.7 36.7 36.3 36.3 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3 33.8 33.8 33.4 33.4
16 41.6 -51.3 -40.4 49.1 40.0 -48.4 -39.6 -47.6 -39.2 46.9 -38.8 -46.2 -38.4 45.5 -38.1 -44.7 -37.7 -44.0 -37.3 43.3 -36.9 -425
38.8 38.8 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3 33.9 33.9
17 -42.1 -52.0 -40.9 -49.7 40.5 -49.0 -40.1 -48.3 •39.7 -47.5 -39.3 -46.8 -38.9 -46.0 -38.5 -45.3 -38.1 •44.6 -37.8 -43.8 -37.4 43.1
39.3 39.3 38.0 38.0 37.6 37.6 37.2 37.2 36.8 36.8 36.4 36.4 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3
18 -42.6 -52.6 41.4 -50.3 41.0 49.6 40.6 48.8 -40.2 48.1 -39.8 47.3 -39.4 46.6 -39.0 1 45.8 -38.6 45.1 -38.2 44.3 -37.8 -43.6
39.7 39.7 38.5 38.5 38.0 38.0 37.6 37.6 37.2 37.2 36.8 36.8 36.4 36.4 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7
19 43.1 -53.2 -41.9 -50.9 •41.5 -50.2 41.1 49.4 -40.7 -48.6 40.3 -47.9 -39.9 47.1 -39.5 -46.4 -39.1 -45.6 -38.6 44.9 -38.2 44.1
40.2 40.2 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 35.5 35.5 35.1 35.1
20 1 43.6 -53.8 42.3 -51.5 41.9 -50.7 41.5 -49.9 41.1 49.2 -40.7 -48.4 -40.3 47.6 -39.9 46.9 -39.5 46.1 -39.1 -45.3 -38.7 44.6
40.6 40.6 39.3 39.3 38.9 38.9 38A 38.4 38.0 38.0 37.6 37.6 37.1 37.1 36.7 36.7 36.3 36.3 35.8 35.8 35A 35.4
21 •44.0 -54.3 1 •42.8 -52.0 42.4 -51.2 -41.9 -50.5 41.5 49.7 -41.1 48.9 40.7 -48.1 40.3 •47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.0
41.0 41.0 39.7 39.7 39.2 39.2 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.6 36.6 36.2 36.2 35.8 35.8
22 -44.4 -54.9 43.2 -52.5 42.8 -51.7 -42.4 -51.0 41.9 -50.2 41.5 49.4 41.1 48.6 40.7 47.8 40.3 47.0' -39.9 46.3 -39.4 45.5
41.4 41.4 40.0 40.0 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 37.8 37.8 37.4 37.4 37.0 37.0 36.5 36.5 36.1 36.1
23 44.9 -55.4 43.6 -53.0 43.2 -52.2 -42.8 -51.4 -42.3 -50.6 -41.9 -49.9 -41.5 49.1 41.1 -48.3 40.7 47.5 40.2 -46.7 -39.8 45.9
41.7 41.7 40.4 40.4. 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 38.2 38.2 37.7 37.7 37.3 37.3 36.9 36.9 36.4 36.4
24 -45.3 •55.9 44.0 -53.5 -43.6 -52.7 -43.1 -51.9 42.7 -51.1 42.3 -50.3 41.9 49.5 48.7 •41.0 -47.9 -40.6 -47.1 40.2 -46.3
42.1 42.1 40.7 40.7 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38. 38.1 37.6 37.6 37.2 37.2 36.7 36.7
25 1 •45.7 •56.4 -44.4 -53.9 •43.9 1 -53.1 -43.5 -52.3 43.1 -51.5 42.7 -50.7 42.2 -49.9 41. 49.1 -41.4 1 48.3 40.9 47.5 40.5 -46.7
42.4 42.4 41.1 41.1 40.6 40.6 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 EN 38.4 37.9 37.9 37.5 37.5 37.0 37.0
26 46.0 -56.8 -44.7 -54.4 -44.3 -53.6 43.9 •52.8 43.4 -52.0 -43.0 -51.2 -42.6 -50.3 - -49.5 41.7 48.7 41.3 -47.9 40.9 47.1
42.8 42.8 41.4 41.4 41.0 41.0 40.5 40.5 40.1 40.1 39.6 39.6 39.1 39.1 38.7 38.7 38.2 38.2 37.8 37.8 37.3 37.3
27 -46.4 -57.3 -45.1 -54.8 -44.7 -54.0 -44.2 -53.2 -43.8 -52.4 -43.4 -51.6 42.9 -50.7 42.5 49.9 42.0 -49.1 41.6 -48.3 -41.2 -47.5
43.1 43.1 41.7 41.7 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 39.4 39.4 39.0 38.5 38.5 38.1 38.1 6
`11��
28 46.8 -57.7 45.4 -55.2 45.0 -54.4 44.6 -53.6 44.1 -52.8 43.7 -52.0 43.2 •51.1 2. p,1 I„}76,i 7
-50.3 42.4 -09.5 41.9 48.7 5 A R -4-.41Y
43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 1 89.3139.3 38.8 38.8 38.4
29 47.1 -58.1 45.8 -55.7 1 -45.3 -54.8 44.9 -54.0 -44.5 -53.2 44.0 -52.3 43.6 -51.5 -43.1 - -49 -42.2 ��� .� -4}.B'• ••-4$.2• Ll��i,
43.7 43.7 42.3 42.3 41.9 41.9 41.4 41.4 41.0 41.0 40.5 40.5 40.0 40.0 .�- 39.1 39. 38.6 gy.'
30 -47.4 -58.6 -06.1 -56.1 -45.7 -55.2 45.2 -54.4 -44.8 -53.6 44.3 -52.7 -43.9 -51.9 4. - lrl{ -43.0 -50 42.5, .,4•• -4.
`^ -n No. 77012 C)
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-a '• STAT OF
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FHA, DtA'fRAM.'SHEET
NO CHANGE IN ���� rrioeid
FENESSIZE FOR SROEPOSED. 3'Ir,; :.a rz mac ooQ wasesTw►set MEASURINGTick 11REASUREDA7E,
FRANCISCO 01-23-2019
CUSTOMEfi'S'NAME. ;FHA LEAU:.NUflIlBEFt. . TNPE OF PROPERTY•: ROOF HElGHt; _FLOOR NUMBER,` 7oTAL L'#-OF FLQOR5
LEONARD 814004 HOUSE 14 1 1
FEB 01 2019
10101 CROSBY PL SAINT LUCIE COUNTY, FL 34986 ST. Lucie County, Permitting
FILE UkUPY
3.0
.......................
ZDo
51-7/8 X 72-3/4
(+67.5/-70)Z5823.1
ONE 4
SHGC=0.21
U-FACTOR=0.3
5N
d V'0 2 M
O 5� r% VT Ko
EGRESS
51-7/8 X 72-3/4 �-
(+67.5/-70)FL 5823.1
ZONE 4 �3AT�
SHGC=0.21
U-FACTOR=0.3
o x4'tj
-91 N OFF M SN
25-1/4 X37-1/8
EGRESS OAV 16177
51-7/8 X 72-3/4 �.� 3.r ZONE 4
SHGC=0.21
(+67.5/-70)FL 5823.1 U-FACTOR=0.3
ZONE 4 {�.Q
SHGC=0.21
U-FACTOR=0.3 72 X 36
(+/-67.5)FL 13010.4
ZONE 4
GaQ.vs�� SHGC 0 24
U-FACTOR=0.28
2'
OPEN# 1 ELEVATION DETAIL
'ILE COPY
PRODUCT APPROVAL NUMBER:
13010.4
OPENING IDENTIFICATIONS:
1
6/13/2018 Florida Building Code Online
TV, 'yrs' U+filY s.
FLORIDA,ORPAPTIVIONT OF.
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search I
Florida
pr Product Approval
M USER:Public User
Product Aw2roval Menu>Product or ARolication Search>eRplWApplicationFL# I Lt: u%.0 PyApplication Type Code Version Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments RECEIVED
Archived
Product Manufacturer Custom Window Systems Inc. FEB m 12019
Address/Phone/Email 1900 SW 44th Avenue ST. Lucie County, Permitting
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
O✓ Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
hftps://www.flor dabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6keeguGfEA%3d%3d 1/3
6/13/2018 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/30/2018
Date Validated 05/31/2018
Date Pending FBC Approval
Date Approved 06/10/2018
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL13010 R6 C CAC CAR 1 8-1357.odf
Approved for use outside HVHZ:Yes FL13010 R6 C CACAR 138-16 .pjff
Impact Resistant:Yes FL13010 R6 C CACCAR 1 8-562 RL[f
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019
detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.p
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AF EvalikepD11431D_W
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C GAG CAR 138-261e2.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-705e2.&
Impact Resistant:Yes FL13010 R6 C GAG CAR 138-706 2.fL
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile,Dp= +/-67.5 psf,Max.size 74 1/8"x 08/12/2019
72".Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.pd
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE Eva1RepDj510C.Pdf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C GAG CAR 138-258e2.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2.W
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-482e2.pdf
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 0.4/09/2019
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R6 II CWS-373C.Pdf
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReoort373C.pdf
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window,120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C GAG CAR 138-1093.E
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 e2.pd
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-250.pdf
Design Pressure:+70/-70 FL13010 R6 C CAC CAR 138-274e2.odf
Other: PW-8300, 120"x 48", DP= +/-70 psf.Large Missile FL13010 R6 C CAC CAR 138-457.pjff
Impact. Glass complies to ASTM E1300-04. FL13010 R6 C GAC CAR 138-465.Wff
FL13010 R6 C GAC CAR 138-534.Pdf
FL13010 R6 C CAC CAR 138-730e2.pd
FL13010 R6 C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R6 II CWS-159E.pjff
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalRenortIS9E.pd
Created by Independent Third Party:Yes
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvQEbBFEH6OVrs5wFsWUkbaazoriS2SDienp6keeguGfEA%3d%3d 2/3
6/13/2018 Florida Building Code Online
B..kFriext
a
Contact Us::2501 Blair Stone Road,TaIlahassee F!32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Co right 2007-2013 State of Florida.::privacy Statement•:AccessihIM 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
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 email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
M ® eGve`ck Ma
Credit Card
Safe
https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrS5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 3/3
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159E
September 7,2017
Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44h 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 6h
Edition(2017)Florida Building Code including the HVHZ. 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-159E,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3954-01 and-lA, and NCTL-210-3955-01 and-lA,from National
Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-1A and 3955-1A signed and sealedby Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per
Miami-Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.021 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.1 Ot
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6t'Ed. (2017)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#i�t�iir►
��:�y`t! 1V�5' �.noter! �I—
Lucas Turner -. : 582014017-09-1-6
W.—F—
ro; •�:
07;24+20:00 13•; STATE OF 14um Lucas A. Turner, P.E.
r►rO,�•,.,s� �,�e`�'�+�� FL PE#58201
Rk
di
YOAlA1-������
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWWCW .CC
491/4° 731/4• 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8100 PVC
48' 72• 3.CONFIGURATIONS:'0".ARCHITECTURAL SHAPES INCLUDE,BUTARE
MAX UNITWIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW
451/8" ITPACT
GLASS DLO 691/8• 4.DESIGN PRESSURE RATING:
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
---- --A 4e
---------------- GLASS TABLES ASTM E-1300-001/09. -i
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F o p N w O O
INFILTRATION TEST PRESSURE AND GLASS TABLES z w 0❑ ¢ Z w
I I ASTM E-1300-04e01/09. w <p z}O=_o-
771/4° I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z z xU. 2¢~Lu 0_
731/4• I I OVEMAY-RALL I I ETAILSIN THE EWNDLSIGN OOAD DURATION FACTOR CdF THIS PRODUCT.SEE =1.6 WAS 8 FOR USEDOFOR WOOD O U rR 0 z OC3D- p m
O�RALL I I FLANGE i i ANCHOR CALCULATIONS. E 00:1 w Z O V
HEIGHT F"-'m O Z
HE B I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O F f=I=-z-
I I 76• REQUIRED. a tr }j p
Op m
I uNIxT I O I 7.ALL FRAMES ARE FULLY W ELDED. z a O_j 0)H
72• O
a 2 tr0-v�
UNITMAX
I I HEIGHT I I 8.SERIES/MODEL DESIGNATION PW-8300. _~D: W w rn
HEIGHT I I I I 4. F I O- 0: a.
I
I I 731/8• I I 9.THE DESIGNATION RAND O STAND FOR THE FOLLOWING: puurir 'r
691/8• I I GLASS 0=FDO=D SASH. `,`ol kjOREW
GLASS g DLO I I ��py.•''CEN•• G•Q�i
DLO I e I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��V:v� SF'•.,y�.
O I I LOCATION. t• No 58201 :�11
.9; STATE OF .14'ae
———— —— —— — 0 P
R
;ate
O 10 G
A q •,,ss,,o
2212017
LucasTurner LUCAS TURNER,P.E.
FL I#58201
2017-09-22 1239 ABARA AVE.
NORTH ORT,FL 34288
11:45-04:00 PH. 1-380-1574
SHEET DESCIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......I LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN Sr. DATE:
ARCHITECTURAL SHAPES...................2
GLAZING DETAILS.................................3 ANY 48" 72" +/-55 PSF ADE 05/05/07
SECTION VIEWS....................................4DWG#: REV.:
EXTRUSIONS&B.O.M...........................6 NON- HZ „ „ +- LARGE MISSILE IMPACT CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7 HVA 72 X 76 +/-67.5 PSF
INSTALLATION DETAILS.......................8 SCALE: SHEET
1:20 1 OF 8
i
CCS®tom•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
' I
8300 PVC
PICTURE WINDOW
IMPACT
L"1
FULL ELLIPSE P'OVA
? 3 <z3
FULL CIRCLEz w o <w Lu i w
TOMBSTONE w z O z O F
g Z >0w
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z
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1/2 CIRCLE ,Os .OREl..0
vt No 58201 •�9
OCTAGON _
i
TRAPEZOID 9Q; STATE OF :4`
T
NOTES:
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS#.TURNER,P.E.
58201
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL A#RAA
RECTANGULAR WINDOWS ON SHEET 1. 123H PORT,FL 34
NORTH ORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH. 41-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DES11P ION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITE TURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 2 OF 8
i
I
WINDWINIDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
4
8300 PVC
PICTURE WINDOW
IMPACT
F pW0 wwod
z WJ❑
W zOz Q:=?F
o FUJ3}0-�=
uj zZ �
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1.OVERALL 1"OVERALL 0 O N OF U d=I-d
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6–
1/2"AIRSPACE Q F-?LL g O O LL Z
3/8°AIRSPACE <�-p}O}H–:x
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1/8'ANNEALED Z S2 W O J H
3/16'HEAT STRENGTH d
.090 DUPONT PVB INTERLAYER O W d (L�W rn
.090 SENTRY GLASS IONOPLAST INTERLAYER 2
1/8"ANNEALED a ~ LL
3/16"HEAT STRENGTH
U RASEAL
GPACER 6 PURFECT GLAZE'H' � ;..........
SIKAFLEX 552 IGUANEX DRURASEAL g PURFECT GLAZE"H" ;Gp�?-"C E NF
SPACSIKAFLEX 552 7
No 58201 '�-A
10 1/2"GLASS BITE 10 1/2"GLASS BITE *'
77 90; STATE OF ;W
1 Elj
oVED
GLASS TYPE AT
GLASS TYPE B 9/22/2017
LUCAS A TURNER,P.E.
FL PE#58201
1239 4ABARA AVE.
NORTH PORT,FL 34288
PH.�41-380-1574
SHEET DESCI tIPTION:
GLAZ NG DETAILS
GLASS MAXSIZE DR.S, DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP +/-55 A 48 X72 DWG#: REV.:.
CWS-169 E
DP +/-67.5 B 72 X76 —E: SHEET
1:1 3 OF 8
-M WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
INTERIOR
7 6
6 9 9 6 8300 PVC
PICTURE WINDOW
o S 6 IMPACT
7 7
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w WW o
10 w zoz wrzW
0 f!�3>.Ozi.m
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INTERIOR
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��PS"•" S G,Q�i
Plo 58201 t q3
:13% STATE OF :IJJ
�oF•eL0RIOPG���`�
11 B 9 fONA i
10 ❑ y�_
f 2 J�� �Q 9/.TUR17
U u LUCAS A.TURNER,P.E.
FL QE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
7 6
PH.941-380-1574
SHEET DESCIIPTION:
SECTION VIEW A-A
SECTION VIEWS
ALTERNATE FIN FRAME DRAWN BY: DATE:ADE 05/05/07
DWG#: REV,:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS /(✓I�J��
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW4TH AVE.
OCALA,FLORIDA 34474
H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.Cws.Cc
H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNERWELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 1
8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL/SIKA SILICONE a z I a Z
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w'w 00 ¢k Z w
w zoz D:_—t=
10 S-6064 GLZ BE., FXO. (1"O.A. I.G.) MIKRON PVC o �w�z°w�
11 GLASS ISEE SHEET z zxm¢wwoo
v 0 za��a
Z O --g
31/8' 31/8° } Q?LLWO=LLOZ
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1 2 3 4 5 0 re 0
Lu a.m
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21/16' 1/18° 1/16° ,,`pouts"',
Q ..........W t•.,.
2 7/8°
o 58201 '�13
Z9 S 8, ATE OF ,4U
1 1/2' �O,ri•,A%L O ��
PVC FRAME FLANGE-H-60068 �1' '•,��c�`ss.°,••a: I'll
PVC
E:
F9F'�' 7
PVC FRAME FIN-H-6006A Z�
1/a°
9/22/2017
LUCAS A.TURNER,P.E.
1/16" 1/2' 3' FL PE#58201
718' 10 L 123JABARA AVE.
.11 33/16" s NORTH
PORT,FL.34288
T—
PH.941-380-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN Sr. DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
14'MAX O.C.(TYP.) ® •Il l II/i1
6°MAX(TYP.) SEE NOTE 2 4"MAX(TYP.) 8°MAX O.C.(TYP.) SEE NOTE 2 WIN900 SSW TSV ESS
4°MAX(TYP.)
6'MAX(TYP.) OCALA,FLORIDA 34474
---------- ---------- WWW.CWS.CC
I I I I
I I I 8300 PVC
8• I I PICTURE WINDOW
MAX O.C. I I
"P.) INSTALLATION
INSTALLATION I I ANCHOR(TYP.)
MAX .C. IMPACT
1 I I ANCHOR(TYP.) I I
I I I P: ❑to Nw0d
Z wJ❑
I I I o Q°3>.0 3:
I I I I w F-W z1-3m2
Z zx�<QrwpO
O OF-OUQ=F (Y
U UyF- al...ma
I I I I
I I I I } 0z6,:zoc )aW°°
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W O0lY.0)0w fnw
rn
I I I I R Zw O_jv)F-
I I I I p wiE0 'HS
---------- ---- a la w3nw
�un,u+p
ANCHORLAYOUT- FLANGE) ANCHOR DP+LA (FIN) ,V^c
DIP 55 PSF5 PSF
lo
REW�•°582016°:41
9 .!3 ATE OF
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z
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 8. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 8. '
PH.941-380-1574
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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. MOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN Sr. DATE:ADE 05/05/07
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. DWG a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
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), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 6 OF 8
®�.
WIINDO SYSTEW9S
4°MAX(TYP.) 8•MAX O.C.('YP.)
6•MAX(TYP.) 7 5/8•MAX.O.C.(TYP.) SEE NOTE 2 4•MAX,(TYR)� SEE NOTE 2 WWW.OCALAW cc 34474
1900 SW 4-TH AVE.
6•MAX(TYP.) WWW.CW .CC
-- -------————————— ————————————————
I j 8300 PVC
6• I I PICTURE WINDOW
OW
5/e• I I MAX O.C. I I I PACT
(cryp.)MAX .c. I I (TYP.> I I IyI
I I I a z 3 azo
I I I z w-io <�Zw
O I
I
INSTALLATION
II O II ( LLI
QOANCHOR(TYP.) ANCHOR(TYP.) 32Z Z= a-
O OF7OzPaUUU,F y
I I I z 0(29:3 E)O-
I I I a F-?,_2oou -Z
}O}AF=�_�-
H 00E-yD'y92
I W OLL ia 0D:m0 WCaW
I I I a iw0`"ai
I I I °r =' jw W=, CO
I I I D. F- a X (L
---------------- ————————————————
suujorl"
�10REW
(FLANGE) ANCHOR '�G EN g
ANCHOR LAYOUT-(F
ANCHOR LAYOUT-(FIN) M o 58201 :�1)
DP+/-65PSF DP+/-65PSF • °
9; STIATE OF °•(u:
iO •C .�uC
OR
NOTES: '���SS�0NP� . o,`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT. LOAD BEARING SHIMS SHALL BE a�
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 8. 22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL rE#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,FL 34288
SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR COSHEET DESCRIPTION:
NCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. ANCHOR SCHEDULE 8
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:ADE 05/05/07
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
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/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
MIN.EMBEDMENT QWINDO&YSEE TABLE 1 SUBSTRATE EYWS
TYPICAL HEAD ANCHORAGE BY OTHERS i
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
`� SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
MIN.EDGE DIST. I SEE TABLE I WWW.CW .Cc
SEE TABLE 1 1/4'MAX SHIM
MIN,EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 S OO PVC
MIN.EMBEDMENT
SEEMIN.EM LE i INSTALLATION ANCHOR PICTURE WINDOW
PERIMETER SEALANT SEE TABLE 1
INSIDE
ANDER ❑� SEE
A
INSIDE AND OUT SEE TABLE 1SEALANT BEHIND I I,i+PMCT
n o4 I
FLANGE BY INSTALLER �p �0 "= z Q z O
1/4".MAX.SHIM H O d to w a s
❑ �u PERIMETER SEALANT z W90 ¢r Z w
PERIMETER SEALANT BY INSTALLER w z O z 0:_-t
BY INSTALLER INSIDE AND OUT n F W?�z O'S 2 S
INSIDE AND OUT INSTALLATION ANCHOR z z y 2 Q
SEE TABLE I d O F-O(3 s�w
SEALANTR GEBYENSTALLER SEALANT BEHIND p BHIND Z z t-�co
FIN BY INSTALLERZ z O U t/J z U U
INSTALLATION ANCHOR g HORIZONTAL SECTION C HORIZONTAL SECTION } ¢-LL d S LLO z
SEE TABLE i 8 TYPICAL JAMB ANCHORAGE 8 TYPHEAD ICALAND ILL SIMILAR FOR FIN INSTALLATION I,FIN ANCHORAGE 2 d H F z
SO }� O
W LL Krn Owcow
- ZUi1w OJVJh
CL 50- �U-ur
X ra� w 3:w�
F ID- It n
❑ purrrrrr
�"'� 1/4'MAX.SHIM ++
SEALANT BEHIND .♦'G�•':.�G E k S�•;,ply
FLANGE BY INSTALLER J
ter; No 58201 :aI
PERIMETER SEALANT 'tt�
BYINSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 r,0 ;•S AOTEI OF .4v
SUBSTRATE BY OTHERS ry InurH���
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION _
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
�(1 22(2417
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS Q.TURNER,P.E.
FRA FL PE#58201
LANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" PERIMETER SEALANT 1239 ABA,Fl.34
FLANG 6Y INSTALLER NORTH ORT,-1 34288
INSIDE AND OUT PH.941-3601574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" D HORIZONTAL SECTION!_ SHEET DESC IPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN,SOUTHERN PINE(G=0.55) 1-318"
3/16"ITW TAPCON 718" i HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLf TION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3l8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN Sr. DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR fTVV FULL THREADUP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE 7/16" DWctt: REV.:
(33 KSI YIELD MIN} TEKS SELF-DRILLING SCREW THRU 0.460" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED I
FLANGE V8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING! FULL THREAD 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. GWS-159 E
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2' 7116" SHOWN FOR FLANGE WINDOWS. 1:2 I $dF 8
I
RLE CO
PRODUCT APPROVAL NUMBER:
5823.1
OPENING IDENTIFICATIONS:
2,3,4
1/4/2018 Florida Building Code Online
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h? r Iii
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-. Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL5823-R8
FILE-
Application Type Revision
Code Version 2017
Application Status Approved RECEIVED
Comments FEB 01 2019
Archived
ST. Lucie County, Permitting
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI Evallkeport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 - 2002
ASTM E1886-05 2005
ASTM-E1996--02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
hfps://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE%3d 1/3
1/4/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II W -15 D.(L
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 and FL5823 R8 AE EvalReport155D.ndf
DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes
30 ft. in HVHZ.Glass complies to ASTM E1300-04.
5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.1df
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: Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalRenort440C.pdf
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.12df
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,DP= +/-67.5 psf, Max.size 74-1/8"x FL5823 R8 AE EvalReoort491C.ndf
72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft. in HVHZ.Glass complies to ASTM E1300-04.
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 R8 II CWS-295E.PDF
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other: Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R8 AE EvalReport295E.pdf
FLANGE ONLY.Outer lite In I.G. must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
Batik P1ext
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 Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
malLto_this entity.lnstead,.contact the office.by_phone or-by_tradltlonalmall.lf-ynu haveany-questions,please contact 850.487.1395.-�Pursuent 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 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:
hftps://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWEg/o3d 2/3
1/4/2018 Florida Building Code Online
•
IMM 01 ® RE
• Credit Card
Safe
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7O61cmWE%3d 3/3
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155D
August 28,2017
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-1/8Ann)inboard lite
Manufacturer: Custom Window Systems,Inc. 1900 SW 44e 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 6a'
Edition(2017)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-155D,signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3668-1,4A, -2,-2A, 3669-1,4A,-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-1551), signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-155D.
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-155D
• 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`h Ed. (2017)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.
**lt�ttt�lrr�*#
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LUCKS "*��• '• �
Turner � � •
° 582 1 8/28/2017
2017=08=3 *-=--Lucas A—T-umer�'�.
w^� ' FL PE#58201
15:59+20:00 10STATE of *QJ
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
(SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED y�lp�®O'-yy'�SYST-EPNS•
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT I
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 4TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWWCW .CC
AN 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100
PVC
531/8'MAX.UNIT WIDTH - 3.CONFIGURATIONS:°O/X°. SINGLE HUNG
OVERALL FLANGE WIDTH
4815/16" 4.DESIGN PRESSURE RATING: I�PA�
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND .
' GLASS TABLES ASTM E-1300-04e01/09.
FF
AX UNIT WIDTH POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
31 13/16• INFILTRATION TEST PRESSURE AND GLASS TABLES 0 I 0 a)W O 0
MAX ASTM E-1300-04e01/09. z w_j 0 a O w
GLASS OLO Z
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O Q y�}O 2�m
FLANGE LL I-w Z F-3 g=
HEIGHT I - - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR O O I=-O 4�w O 0
O I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Li :1_w
3315116" L4" -�- ANCHOR CALCULATIONS. 0 Z y co Z Z~D D-
GLASS I I I Z O o
--:30-
DLO OVERALL I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP Q H Z LL�p O IL O
MAX I HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ¢�0 w-H OUNIT �g
?
I
HEIGHT B O B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ } ?�p
62° DLO HURRICANE WINDS AND FLYING DEBRIS. 4'W 0 w 0)w
d1 w
MAX It Z_ O�tnF-
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w O aa.0 T
37 5/16 I I 6 HEIGHT i I USED AT FIXED MEETING RAIL AND JAMB. a r- I D- Lu a�a
8.SERIES/MODEL DESIGNATION SH-8100.
MAX. I C 34° ,�Vttunptt
SASH " I g GLASS 305116" 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: J``,5 t .......
TREW `����
HEIGHT J� D DLO MAX SASHx X=OPERABLE SASH,O=FIXED SASH GP:��C EN .,
6 HEIGHT '` GLASS =�' 0 58201 ..�'Ar
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR 2
DLO * * i
C I I I LOCATION.
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. Qom,• ^� ATE OR :ski`
C eLL, Jr-
A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62".
46 3/8• L 28!
p tnur�H���
GLASS DLO GLASS DLO
4911/16. 31 5116" LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r 9z
2017-09-22 9/22/2017
11:38-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH,PORT,FL 34288
PH.941-380-1574
SHEET DESCR6TTION:
DESIGN PRESSURE GENERAL NOTES AND
A
LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS
TABLE OF CONTENTS
NO _ DRAWN BY: DATE:
GENERAL NOTES..ELEVATIONS.....1 ADE 06/10/08
GLAZING DETAILS...LT............E.......3 I IVI IZ +/-67.5 PSF DWG 0: I REV.:
SECTION VIEWS. ALT.FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS$B.O.M.........................4 NO _ � + _ F CWS-155 D
ANCHOR SCHEDULE 8:NOTES..........5 SCALE: SHEET
INSTALLATION DETAILS.....................6 36"X 62"I"IVH7 +67.5/-75 PSF 1:1 1 OF 6
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS , bm.
1/8'ANNEALED 1/8'ANNEALED WINDOM SYSTEMS
1900 SW 441 TH AVE.
7/16'AIRSPACE 7/16'AIRSPACE OCALA,FLORIDA 34474
5/16°LAMINATED GLASS 5/16°LAMINATED GLASS WWW.CW .CC
1/8"ANNEALED 1/8'ANNEALED
.090"PVB INTERLAYER BY DUPONT .090°PVB 8100 PVC INTERLAYER BY SINGLE HUNG
1/8'ANNEALED 1/8"ANNEALED
QUANEXDURASEAL QUANEXDURASEAL II PACT
IG SPACER IG SPACER
18 PURFECT GLAZE'H'OR SIKAFLEX 552 18 PURFECT GLAZE'H"OR SIKAFLEX 552 Z I Q Z
� O COWo
1 1/2'GLASS BITE 1/2"GLASS BRE WO Q W Z}0-IME
�
LL F-W�Zh� 2
Ni
38 7-0�
ZC U�OUaF�a
Zo Z ri)ZZF-nV)
OZOv1Z�U-
OOWZ
4 } < OWF=FO-
F� yU-,Zvi
W ��f�OW(nW
w ZCod O-jv)F-
fL = 2 W �fn
GLASS TYPE A GLASS TYPE A CL F a W a.
SASHFIXED LITE SASH LITE Py��11 RE Sa 9te
�' t�o 58201 -:A%
7/8°OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ?*
1/8'TEMPERED 1/8"TEMPERED '
'9: F TATE OF •&I
7/16"AIRSPACE 7/16"AIRSPACE 10.p'., C��i
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS
1/8"ANNEALED 1/8'ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
1/8'ANNEALED 1/8"ANNEALED
QUANEX DURASEAL QUANEX DURASEAL Z�
IG SPACER IG SPACER
18 PURFECT GLAZE*H"OR SIKAFLEX 552 18 PURFECT GLAZE W OR SIKAFLEX 552 9/22/2017
LUCAS A.TURNER,P.E.
1 1/2"GLASS BRE 1/2'GLASS BITE 123FL 9 PE#5 201
• 38 . 38 NORTH,PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4 GLAZING DETAILS
0
I
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE:
FIXED LITE SHEET
1:1 2 OF 6
INTERIOR ��+'�!s'��•p�L�
WINDOV�SYSYEWIS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CW .CC
41
�0 41 8 00,PVC
SINGLE HUNG
46 O II PACT
z I 3
12 21 00 a QWow
20 12 20 26 w ZOZ D-'N~
0 auk§}Ow3:m
SECTION VIEW 13-13Z Z I:tc M a m w O O
U UwA-z a-=-ya
NOTE:LEFT SIDE SHOWS FIXED R
RIGHT SIDE SHOWS AS SECTION SECTION EW.VIEW, zO 00=1 U to Z v
a I--LL 00u.O
moz
12 30 1 3:�pwo-5 3: w
38 0aWaiowV)w
31 29 a0 wF0 a.It m
G: = 12' w�W�
IL
5 -� d d d
7 INTERIOR
2
s �OREW
48
Al Ci
is No 58201 x:'A
�
O (TATE OF .:'U�
p.SS.• 'C1
12 13
14
U U u I 1s z2
25 O 22/2017
40 LUCAS .BA
TURNER,P.E.
FL E#58201
�o o is 1239 ARAAVE.
2
NORTH PORT,FL 34288
41 PH.?41-380-1574
SHEET DESCRIPTION:I
SECTION VIEW 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: DATE:
FOR UNITS 36"x 62"AND UNDER.
ADE 06/10/08
DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY:
CWS-155 D
22,27-28,33-37,43-45 SCALE: SHEET
1:2 I 3OF6
I
FRAME CORNER
I PART# DESCRIPTION PARTS LIST MATERIAL VENDOR 31/8" CONSTRUCTION
I H-6031 Frame Head,Fig,Single Flung PVC MIKRON WINDOW SYSTEMS
2 1-1-6031 Frame Sill,Fig,Single Hung PVC MIKRON 1 15116" 2 3116'— 1 goo SW 4TH AVE.
OCALA,FLORIDA 34474
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON vVWW.CWS.CC
4 H-1836 Alum.Fixed Meet Rail ALUMINUM 13 8
5 S-6063 Fixed Rail Cover PVC MIKRON
6 1 H-6027 lSash Top Rail PVC MIKRON 9 11/16' We* CORNER WELD 81 1 00 PVC
7 1 H-1497 lReinforcement for STIR ALUMINUM KEYMARK L--j 10 IF2 (ALL SIDES) SINGLE HUNG
1:8 1
8 11+6028 ISash Bottom Rail PVC MIKRON IMPACT
9 1 H-1699 lReinforcement for SBR -ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH STM.RAIL-6028 PVC;SASH TOP RAIL-6027 I
10 H-6004 Sash Side Rail PVC MIKRON za <.9
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK j3 0 CQW00
PVC MIKRON W-10 <Lzw
12 S-60634 Glazing Bead W Z0Z W -t
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 3 1/8" g :k 2§j>.0 X 3r.5
IL 1-- z�-3:m!E
14 P-3541 #8 x 112",Pan Head,Tek STEEL FASTENAL Z Z=2<wwoo
1 112" C 0 0 6<=I-X
16 P-4632 Sweep Look ZINC SULLIVAN 13116" C 0 �-Z a-P(0 a.
16 P-4633 Barrel Fastener STEEL FASTENAL FIXED MEETING RAIL 0 Z (0-Z I-=)(n
4 SCREWED TOGETHER WITH 00:1 --50-
L-2 Z0,4ZOLL0
17 Block&Tackle Balance STEEL CALDWELL IIIS_ OUTERFRAME �--U.�o 0Z
Purfect Glaze"Fr or Sikaflex 652 SILICONE HENKEUSIKA 1:8 <':0 W;=�
18 15/8. 2 �r- 1/16' 241-0 ze
GLASS 1 CARDINAL 19116* a� U)
19 Sash SEE SHEET 2 00 >-5
U.(0 W 0 W CO LU
20 Fixed SEE SHEET 2 GLASS CARDINAL a. a:0 0)
L Z 0-j Ln�-
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB 0 W >-
FASTENAL W 2: w3rww
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 0: IL
23 #10 x 11/2"Panhead SMS STEEL FASTENAL
24 Flat Washer STEEL FASTENAL
PVC F
IS Hun RAME FIN-6048
I Hun F2 n I
3 H
4
r
F 1112.
18
25 IS-6014 Screen Catch PVC MIKRON
j
26 IS-6013 Screen Support PVC MIKRON
27 P-4051 #8 x 1 1/4"Ph Fh TEK No 58201 Wht ZINC FASTENAL 15/16- 9/16' 1/8"1
ZINC FASTENAL
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht 1/2' 5116'
04
29 P-3783 Impact Lock STEEL INTERLOCK STATE OF
30 P-4069 Impact Keeper STEEL INTERLOCK 71W 6 15116'
31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK Wht STEEL FASTENAL iLi-. 1116* 1/16'
32 P-3218 Screen Frame ALUMINUM ALLMETAL Ills"
33 P-3321 Screen Comer Key _ PLASTIC M&M— PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
34 P-3228 Screen Spine RUBBER DAPA
36 P-3581 IScreen Cloth VINYL WIER
36 P-3033[Screen Spring - STEEL HURLEY
37 1 P-3029 iScreen Pull Tab STEEL HILIFU-EY 3/4' 3/4' 1 1/4'---1 22/2017
38 1 P-3352 ISet Bk 85 Dur,I/Br x 5/8"x 27 RUBBER FRANK LOW 3116
39 1 P-3768 1#8 x 5/8 Phil Pan Zinc ZINC FASTENAL - 7181: LUCAS�.TURNER,P.E.
4 P-4479 Wee cover PLASTIC M&M 1510(r Fl-PE#58201
0 pill, 12391 ABARA AVE.
41 P-3113 Screw Support RUBBER TEAM NORTH�ORT.Fl-34288
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.P-/S.S.P.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 PH.IA41-380-1574
43 P-3059 Sash Cam PLASTIC M&M
SHEET—DESCRPTION:
44 P-3295 Take Out Clip STEEL SUMMIT
46 P-3342 Seam Sealer SILICONE SCHNEE BOMANEXTRUSIONS
4 P-3762 Hole Plug F, M&M 1/2'
�c 16 DRAWN BY. DATE:
Hung PVC MIKRON 3/16. EXTRUSIONS
2 1 T ADE 06110/08
47 H-6D48 Frame Head,FIN,Single
RE
48 1 P-4959 lWstp..0.420 x 0.187 back NYLON ULTRAFAB DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 D
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 40F6
15•MAX.O.C.(TYp.) V""�""" •€,�.
6•MAX."P.) 4•MAX.(TYP.) 8•MAX O.C.(TYP.) WINDOW SYSTEMS
1900 SW 446°MAX.(TYP.)� 4'MAX(TYP.) OCALA,F OTRIDA 34474
- -- -- ANCHOR ATMIDSPAN 4•MAX'(TYP.) 8'MAX.O.C.(TYP.) WWW.CWS.CC
(TYP.) 4°MAX(TYP.)
8'MAX(TYP.)
I , , 6"MAX(TYP.)- I FF 8100 PVC
8" I I -- -- SINGLE HUNG
14" O MAX O.C. O
MAX D.C. (TYP-) II PACT
(TYP.) I I
- i ; -rZ Mrc Rn� I II 7♦' I I 8-
0
"
Om O.C. I� OII
� o 1°13 W o�uiO.C. O <w
FOZZ(TYP.) O Wr Ri
a _ °34"(TYP, LL I- zM=--- MTGRAL 0
Z z= Q fe W O C
4'(TYP.) I X I X O Uy�Za-I=-v~ia
4"(1YP.) I I I y I 0 z _ZHDtn
X I I I O
X zUt6z:3U—
I I OW02OZ
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LL 2'fn�W(AW
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EL
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ix CL F I D- D-
SIZES OVER 36•x 62' SIZES OVER 36"x 62' SIZES 36'x 62'AND UNDER SIZES 36"x 62"AND UNDER
�JGPy BNSFGpy��.
No 58201 t 15
Qt STATE OF ;�4r
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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,E#58201
1239 IIABARA 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.1941-380-1674
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. ANCHOF�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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWcs: REV.:
CWS-115 D
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:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS),FMA/AAMANVDMA 300(E)(TERIOR DOORS) SHEET
1:25 5 OF 6
MIN.EMBEDMENT 11 TI/7R9 //n •�/e�/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��-/(9(f4�U•W/ ,'/�/�I
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
1/4'MAX SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS I
SEE TABLE 1
MIN.EMBEDMENT o MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1
SEE TABLE 1 81 UO PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDEANDOUT SEETBLE1 SINGLE HUNG
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4•MAX.SHIM
0 Z � QZ�
PERIMETER SEALANT Z W LU O Q W 0 W
PERIMETER SEALANT n BY INSTALLER W z O z 0_�Z F-
BY INSTALLER Lim INSIDE AND OUT a ;Q LL � Z O 3�2
INSIDE AND OUT INSTALLATION ANCHOR Z z Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 O N O rj FI-d
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND to z
O ZT —Z55—
FIN BY INSTALLERo(!):"�Z
` B� ' HORQONTAL SECTION �� HORIZONTAL SECTION —LLM p O LLO
�/ TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q Q O N F-F Z Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q 2�00 }j 3 O'6
LL w(A0 W(AW
M zJ
IL O-rD
O WF �"OLL W=0�
1/4°MAX.SHIM d F- I O- W_ IL
SEALANT BEHIND
FLANGE BY INSTALLER O ,NNituurrr//
I ,
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT �C:• V o 58201•••y��
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS--/ 590 •••�iTATE OF :k/�
SEE TABLE 1 MIN.EDGE DIST. ���ccs• O Rk�p'•��:�
SEE TABLE 1
A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017
F ANCHOR TYPE T. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8° FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITVII TAPCON 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MW.) 6"ELCO ULTRACON 1" 1° INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION i
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-11T 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1.3/8" 7/8" INSTAL TION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
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 MW) TEKS SELF-DRILLWG SCREW THRU 0.060" 7/16" ADE 06/10/08
1/8"ALUM.(6063-T5 MIN.) G)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DW #: REV.:
1/8°
FLANGE STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1 5 D
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FW 2XMW.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SSE' SHEET
1:2 6 OF 6
PRODUCT APPROVAL NUMBER:
16177.1
OPENING IDENTIFICATIONS:
5
1/4/2018 Florida Building Code Online
rti'r
•• 0 . o ' O r 1
BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications �, FBC Staff I BCIS Site Map I Links Search
Florida
aQProduct Approval
p r
USER:Public User PEcrrvl— J
& 1 V
Product Approval Menu>Product.or Anolication Search>Annikation List>Application Detail FEB 01 2019
• �' FL# FL16177-R2
Application Type Revision ST. Lucie County, Permitting
Code.Version 2017
Application'Status Approved
Comments
Archived r mOOD1 m
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
13 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
O Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.Rdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
-ASTM E1886-05 2005
ASTM E1996-09 2009
D-A-TAS-201/202/203— 1994
Equivalence of-Product Standards
Certified By
https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wG,EVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsggUObEAbzoQ%3da/o3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
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 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalRenort81217.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
Back Ptext o
- 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 Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional 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 email 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:
�rsr 5w--,i ® eChKk M
Credit Card` I
Safe
i
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmB[PrafAGHlxlsgtjUObEAbzoQ%3d`/*3d 212
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
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 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)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-812C, 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-812C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
Oh Ed. (2017)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.
Lucas = No 58201
*� *�
Turner .. �+ *- � Z�
2017-08-30 STATE of r.4u
16:11+20:00 '►,, •.,fi �,,:`��= 8/29/2017
�'•w:;,R �•'`C��.`�—L-ucas-A�' er—P—E.
ON 1.z FL PE#58201
irr1R[ri�I
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIND�Oy SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CW .CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8°MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:°ODC. 81100 PVC
517/8"MAX UNIT WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING:
4711/16°GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ITPA'CT
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES ;� z _O <W p
-- -- -- ASTM E-1300-04e01/09. Z W ❑ ¢ o w
w zOz
63° _ __ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED � F W Z}O 3=
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z x 2¢K
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F;O�j¢F�w
FLANGE ANCHOR CALCULATIONS. U O 4�Z ajL
HEIGHT O z 0 0D
--m U-
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ -z o v)zz O u Z
I
DLO
NOT REQUIRED. -ow-mo-
9 -I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 00
y O w y w
613/4. I I USED AT FIXED MEETING RAIL AND JAMB. Z y a OUNIT1 to I-
MAX
D x a. >_
G
HE HT S.SERIES/MODEL DESIGNATION SH-8100. ix 2 i k%w
CL CC
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH
303/16' I I � �CEIV$'•G���
MAX 26 7/8• 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '�G:�, F•.•Z�'
SASH I GLASS LOCATION. t� No 58201 -A r
HEIGHT X I DLO S* .*
B 11.EXTERNAL W EEP SLOT=1/4"x 1-1/4'LOCATED 4'FROM BOTH ENDS.
C O' $TATE OF :mow
I 4 I 6 i�iTl •F� R1�A•�a��
LI I 'l,�SS70NALEN���.
LucasTurne
s A r
451/16' 2017-09-22 Z�
GLASS DLO 13:36-04:00
48 3/8" 9/22/2017
MAX SASH WIDTH
LLICASk TURNER,P.E.
FL pE#58201
123911ABARA AVE.
NORTH PORT,FL 34288
PH."1-380-1574
SHEET DESCRPTION:
GENERAL NOTES AND
TABLE OF CONTENTS EL NATIONS
DRAWN BY: I DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING Dwcn: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x61-3/4" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS....................6 SCALE: SHEET
1:15 1 OF 6
C� ®rte'
WINDOVI SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
ITPACT
0w0 mwoo
w z0z mk t
aa?�.73
0Xm
7/8.OVERALL INSULATED GLASS 7/8.OVERALL INSULATED GLASS z z z 2 4w W 0 O
1/8•ANNEALED OR TEMPERED 1/8°ANNEALED OR TEMPERED 0 0 4 r z iL z cn jL
�UW
7/16'AIRSPACE 7/16°AIRSPACE Q O Z LLM O O LL Z
5/16°LAMINATED GLASS 5/16'LAMINATED GLASS 9 0 H U I_z uj
1/8'ANNEALED 1/8'ANNEALED W 00 ai a Lu(n w
ir ZM,W OJlgh
.090'PVB INTERLAYER BY DUPONT090°PVB INTERLAYER BY DUPONT a0 w X O W 0
1/8•ANNEALED 1/8'ANNEALED a ►_- a w�'a
OUANEXDURASEALOUANEXDURASEAL
IG SPACER p►nmr
47 PURFECT GLAZE W OR SIKAFLEX 552 4 URFECT GLAZE'H'OR SIKAFLEX 552 �0�,,,►►.D�w'T(�����
+-' No 58201
14 1/2'GLASS BITE 14 1/2'GLASS BRE
48J 8 g3 16ot STATE OF •;cwt
1 1 ONA
+ ,
0
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 ABARA AVE.
NORTH PORT.FL 34288
1 PH. 1-380-1574
SHEET DESCI PTION:
GLAZ NG DETAILS
i
DRAWN BY: DATE:
BAT 06/18/12
DWG N: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 scALE: SHEET
1:1 2 OF 6
'' I
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
45 3 53 1 38 13 3 3 4 5 1
81,00 PVC
0 1 SINGLE HUNG
o IMPACT
as
p p 3 `Z o
�w o
' Z WWoO a�Zw
14 3 0 a HW�ZZO��=
Z Z.3; WWOO
3 14 54 14 6 66 63 19 4 O 0 Ft 0 Q=F.X
SECTION B-B p Z �ZZF��
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, g Z O C Z O 0-
RIGHT SIDE SHOWS SASH SECTION VIEW. ~ p w of Z
>w a- w—€O-
03Zc
w_ 0 (0awmw
14 39 a0 W=0 (L
4Ir
0 a H Dom. w�a0
6
1 3 INTERIOR P$`5 PO�w
48
Z—: No 58201 •.-A
62
•FTATE OF ;�kr`
s.<ORtOP�����
14 59 '";"10
riu
65 10
66 yy
6 3 F�
3
3
18 9/22/2017
6
LUCAS A.TURNER,P.E.
2 4 FL FE#58201
3
30 1239 4ABARAAVE.
o NORTH PORT,FL 34288
PH. 1-380-1574
SHEET DESIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20.25-26.36-37,44.51-52,55-56,64,67-68 SQALE: SHEET
1:2 30F6
U
PARTS LIST FRAME CORNER //�
DEM PARIDESCRIPTION VENDOR MATERIAL 31/g°� CONSTRUCTION (/ wg�®m'
1 H30311 Main Fr.,SH,w/Flg.,PVC,Head Mikron VinylV-
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16°--i WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I �--2 3/16• 1900 SW 4TH AVE.
2 I OCALA,FLORIDA 34474
4 H3031 Main Fr.,SH,w/Flg.,PVC,R Jb. Mikron Vinyl � �
6 S-1577 Impact Hook Keymark Alum 3 10 a WWW.CWS.CC
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16• 4 1 5/a° q 1 5/8•
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" 1/16° 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 0 L (ALL SIDES) SINGLE HUNG 1/16• CORNER WELD
12 H3004 Sash Side/Top/Bot.Rail Mikron Vinyl 1;8
13 S-1498 Reinf.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 53013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ z ¢z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl m O
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1/2" 37 z w-j o ¢�z w
13/16" w zOz_ K--C
Q� } �-
23 H-1699 Reinforcement,SBR Keymark Alum 7/8° ❑ O tr m
24 P-2190 Balance BSI 9/16. U.1 1 Z Z z a W O E
25 P-3059 Sash 26 P3046 Take Out I PVC
BSI BSI PISSIc -06, 1 5/a° 21/8° 1/16• ❑ Z 111 11 0 ~O O a.a. ?a.
FIXED MEETING RAIL t!1?
27 P-3783 Lock,Impact,PVC Interlock
SCREWED TOGETHER WRH Z O Z U vj z U-
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1/16° OUTERFRAME ¢ i---u_20 O tL Z
REINF.,IMPACT HOOK-1112 1'a 3 O Fw-F- O-
fi
30 P3215 Weep Cooerw/Flap Gaer Plastic
32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w Op 4 w O w rn w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel of Z. wa O-1 m 1-38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16° 9116• O w Fzr O a= >
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112" 1 1/8.1 T �'1 y a. � I UL of 3 wa�
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o 1 Sl16-111
44 P3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5/16"
45 P3752 Cap Plug,1/2"Hole M&M Nylon 1/16• 045' 1/16• �•� 5••°CEN•.
47 P3438 Sikaflex 552 or Purfect Glaze°H" Sika/Henkel 1/16" A GP:vn S4$'
48 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FOXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �; f�o 58201 •.��
51 P3881 Temporary Lbl.(NFRC/DP)
52 P3613 CWS Lbl.(logo) Pro Label 3/4" 5/e° *
53 Sash SEE SHEET GLASS 314• 1l4•�1 I- ��: STATE OF .W�
54 Fixed SEE SHEET2 GLASS 3/16• —^ 3 14 %O,P'Q
56 P3281 Spacer Duraseal a 1/1 s• F' IpNq E ►� `
13 15/16• 1' 9 7/8' i��SS'•....... CVOP�
62 P3218 Screen Frame,Horiz. Allmetal Alum � 1116 j—
1/16
63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P3321 Screen Frame Comer Key Allmetal Plastic
65 P3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl i r
67 P3029 Screen Pull Tab Summit Alum
68 P3033 Screen Spring,SS FI.Screen SS 9,/22/2017
70 P3113 Screw Support for PVC T.Plastics I Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16° FL rE#58201
72 S-6063 Coker,Fixed Rail Mikron Vinyl O 1239 UA13ARAAVE.
73 8-1112 Reinforcement,Impact Hook jaymark Alum
NORTH PORT,FL 34288
74 P3541 #8 x 1/2",Pan Head,TEK astenal Steel PH.941-380-1574
1 5/16° 1/2• SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3/167, 1-
1
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 -3• -1 BOM ANp EXTRUSIONS
7/8• 1116° o
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#. REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4 OF 6
®M�
WIN
6•MAX.(TYP.) 17°MAX.O.C.(fYP.) DO SYSYEWIS
1900 SW 44TH AVE.
6°MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I
I I SEE NOTE 2
101/2• , , 81,00 PVC
MAX O.C. SINGLE HUNG
(TyP-) IMPACT
�— O INSTALLATION
ANCHOR(TYP.)
_ 13 <zg
I I F ❑WO p
W z0? W-I=
o ; rW�>-Ox3:m
/` a I-ui zF��x
__-LMTGRAL z U fx m< W O O
4° (1YP.)-J I ' O Z�VJ z Z�"N
I I SOC
Z
2
X
MAX O.C. W LLd'(n�w w
(TYP) I I Q WHO d0�w
I I LL H d a0
puu�ggl
(TYP.) `���` DREW
4° P. -- -- -- ;JGQ�?.•'C E fV SF Gptiyl'
4'(TYP•) NO ANCHORS REQUIRED IN SILL v' 0 58201
ANCHORLAYOUT-(FLANGE) '°O= cxe
X90; ,$TATE OF •;k/k��
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 IIABARA 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 DESC i PTION:
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. ,VOTES
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 TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-81 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) 1:15
5OF6
•
TYPICAL HEAD ANCHORAGE ® •
MIN.EMBEDMENT WINDO SYSTEPIS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CW .CC
SEEEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MW.EDGE SEE TABLE 1 DIST. 81 OO PVC
BY INSTALLER
INSIDE AND OUT INSTALLATIOSINGLE HUNG
SEALANT BEHIND SEETABLE1 ANCHOR IMPACT,
FLANGE BY INSTALLER 1/4'MAX SHIM
Z f3:
3 aZO
H ❑ILO cowFpw
W ZJOZ W=f::t=
O Roq >-OIr3m
PERIMETER SEALANT LL F-w Z F-�i g 2
BY INSTALLER Z Z 2 m a cew O O
INSTALLATION ANCHOR INSIDE AND OUT U 0.2 1--Z a H U)D_
SEE TABLE 1 SEALANT BEHIND O Z Z H�y
BY INSTALLER Q
0(-g--3 Z O Co Z55—
FLANGE U
CONTINUOUS DOUBLE 3/16"BEADS OF / of HORIZONTAL SECTION Q V C Z cj
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGEW O O �=O W Q W
PERIMETER AT ALL INDICATED POINTS Z N w
BETWEEN FRAME AND BUCK BY INSTALLER p W F a.O d 2 >'
d
ww�
1/4'MAX SHIM a I a
SEALANT BEHIND
FLANGE BY INSTALLER
µuu q
PERIMETER SEALANT Ci-1 G E N S41 GQWG 11
BY INSTALLER MIN.EMBEDMENT ��'� 0 58201 °'%'.
INSIDE AND OUT SEE TABLE 1
S-0. eCC
SUBSTRATE BY OTHERS :0'� ATE OF :mak/'
SEE
i TABLE 1 MIN.EDGE DIST.
TABLE I ����4ji ON
/ A� VERTICAL SECTION TAL-�p�`
�hOuf\4t1
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSIALLATION FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDME FL PE#58201
CONCRETE(2.0 KSI MW.) 3/16°ITW TAPCON 1-1/2" 1-1/8" BYRINSTTAL ERER CT NORTH
PORT,FL 34
HOLLO INSIDE AND OUT NORTH PORT,-1 34288
° PH.941-380-1574
C HORIZONTAL SECTION i
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
2XMIN.SOUTHERN PINE(G=0.55) 13/8"
3/16"ITW TAPCON 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060')MW.STEEL STUD #10-16 HILTI KWIC-FLEXOR ITW 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 M REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-81'2 C
1/8"ALUM.( T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 33 K KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6 OF 6
•